The URL can be used to link to this page

Home My WebLink AboutReel_0086C v .- Z <(' :1:1- I-ffi ~~. Wu -'0 Uo tJ) wI' ~~ tJ) u. ' -0 W I :::!:~ <(- c:r:-' u.<( SQ 5' :l:w 1-:1: ZI- j:o Z 1-, WW1 ~5'" U(/l 0- o!::: Ww :l:u t;:i= _0 Z W(/l u- i=~ o Z ,r'. ,0 o !c;_._.~ o o .. 1 SECTION 8-01 EROSION CONTROL 2 May 23, 1994 3 4 8-01.3(4)A Seeding 5 6 The third paragraph is supplemented with the following: 7 8 When seeding by hand, the seed shall be incorporated into the top 1/4 inch of soil by hand 9 raking or other method that is approved by the Engineer. 10 II SECTION 8-02, ROADSIDE PLANTING 12 September 6, 1994 13 14 8-02.3(2)A Chemical Pesticides 15 The first paragraph is revised to read: 16 17 Application of chemical pesticides shall be in accordance with the label recommendations 18 and Washington State Department of Agriculture orders. The applicator shall be licensed by 19 the State of Washington for the class of pesticide utilized. The Contractor shall furnish the 20 Engineer evidence that all operators are licensed and that the pesticide used is registered in 21 the State of Washington. The Contractor shall furnish the Engineer a copy of the product 22 label and material safety data sheet for each pesticide to be used. All chemicals shall be 23 delivered to the job site in unopened containers. The licensed applicator shall complete a 24 Pesticide Application Record (DOT Form 540-506) daily with a copy furnished to the 25 Project Engineer daily. 26 27 8-02.3(12) I>lant Establishment 28 The fourth paragraph is revised to read: 29 30 Third year plant establishment, when included in the contract, shall begin immediately at the 31 completion of the second year plant establishment period. If the second year plant 32 establishment period ends on or belere May 31, third year plant establishment shall cnd on 33 October 31 of the same year. If the second year plant establishment period ends after May 34 31, third year plant establishment shall end on October 31 of the following year. 35 36 SECTION 8-10 GUIDE POSTS 37 August 8,1994 38 39 8-10.3 Construction Requirements 40 The first sentence of the second paragraph is revised to read: 41 42 Guide posts shall be of such length as to provide a height of 48 inches, plus or minus 3 inches, 43 nbove the nearest edge of traveled pavement surface and to maintnin an 18 to 24 inch burial 44 depth. 45 XOl2N Upper I/a" Raod Park IJOImdor}' Wa.iho/ll 17 Sur/acing & TrqOlc Ilems ~, "" .. ~;i;) ./ ~~:tj~:;i":~\;{::".,"", ^ ,:',',:.;,"',,-.:-' ,:),:;I~;t:,~';i_~~':r!"':J) ':"; I ' 1> ;10 I " o i32X I C1 r ,t'.- Z <C. :1:1- I-ffi ~:::!:, ~a uO tJ) 0" (/lW w:I: -'I- en u.' ;:;:;0, :::!:~ C2::; u.<( SQ5 :l:w 1-:1: ZI- j:o Z 1-, WWj :::!:~. ~o' Uen 0- o!::: Ww :l:u 1-- !!:b z W(/l u- i=~ o Z ..r..' 0' o c- 0- o o .. I SECTION 8-11, GUARDRAIL 2 July 31, 1995 3 4 8~1l.3(I)C Erection of Rail 5 The second sentence of the first paragraph is revised to read; 6 No punching, cutting, or welding shall be done in the field, except that holes necessary when 7 additional posts are required or for special details in extraordinary cases may be drilled in 8 the field when approved by the Engineer. 9 JO 8-11.3(I)D Anehor Installation II The second paragraph is supplemented with the following: 12 When tightening, the anchor cable shall be restrained to prevent twisting of the cable. 13 14 The third paragraph is revised to read: 15 16 When steel tubes used with the Wood Breakaway Post are driven, they shall be driven prior 17 to installing the wood post. 18 19 8-11.4 Measurement 20 The first paragraph is replaced with the following tow paragraphs: 21 22 Measurement of beam guardrail and beam guardrail Type I long posts will be by the linear 23 foot measured along the line of the completed guardrail, including expansion sections, and 24 will also include the end section for Type F connections. 25 26 Measurement of beam guardrail transition sections will be per each for the type of transition 27 section installed. End sections, except for Type F connections, will be considered part of the 28 transition section and will be included in the measurement of the transition section. 29 30 The following paragraph is ndded after the second paragraph: 31 32 Mensurement of benm guardrail terminals will be per each for the completed terminal. 33 34 The third paragraph is deleted. 35 36 8.11.5 Payment 37 Itcm No.5 is revised to read: 38 39 5. "Beam Guardrail Transition Section Type_", per each. -10 41 Thc unit contract price per each for "Beam Guardrail Trnnsition Section Type _" shal1 42 include posts, end sections, and attaching the transition section to masonry structures. 43 44 This Section is supplemcntcd with the fol1owing: 45 I> I o o XOIU4 U""er 11011 Rood I',rrk BO/llulur)l Wa.rllo/ll 18 S/lrfilclng & TrqO/c Items -- ~ OJ L. ~.,,' ..f)f~ \"',,'\~;'~:,ni~(}, ,',I 32><10 1" L J~',~' - -- Z <I: . :x:1- I-ffi ~~, Wu -'0 Uo en w'\ ~:I: -'I- enu. ;:;:;0: :::!:~ <1:- a:-' u.<I: SQ5 :l:w 1-:1: ZI- j:o Z 1-, ww, ~5'1 U(/l 0- o!::: Ww :l:u t;:i= _0 z woo u- i=~ o Z r o o (- 0--' -w - \ o o .. II. "Beam Guardrail_ Terminal" shall include the posts, rail end section, and anchor. 2 3 SECTION 8-21 PERMANENT SIGNING 4 July 3, 1995 5 6 8-21.3(9)C Timber Posts 7 The section reference is revised to read "9-28.14(1)". 8 9 8-21.3(9)D Aluminum Structures 10 The section reference is revised to read "9-28.14(3)". II 12 8-23.3(9)F Bases 13 The second paragraph is supplemented with the following: 14 15 Reinforcing steel shall conform to the requirements of Section 9-07. 16 17 SECTION 8~22, PAVEMENT MARKING 18 Oetober 30, 1995 19 20 8-22.1 Description 21 The first paragraph is revised to read: 22 23 This work shall consist of furnishing, installing, and removing pavement markings upon the 24 roadway surface in accordance with the Plans, Standard Plans, and these Specifications. 25 26 The definition of crosswalk stripe in the second paragraph is revised to read: 27 28 A SOUD WHITE linc, 12 inches wi dc, installed parallel to another crosswalk stripe with a 29 6-foot space betwecn thc lincs, or a SOLID WHITE line 24 inches wide and 8 feet long 30 conforming to details in the Contract. 31 32 The sccond paragraph is supplemented with thc following: 33 34 Dottcd Gorc Stripc 35 A BROKEN WHITE Iinc, 8 inches wi dc, used for high occupancy vehic1c lane applications 36 on arterials. The broken Iinc pattcrn will be bnscd on a 2.foot marking with a 4-foot gap. 37 38 Skip Gore Strlpc 39 A BROKEN WHITE line. 8 inchcs widc, used for high occupnncy vehicle lane applicntions 40 on frceways. Thc brokcn line pattern will consist of a I O-foot marking with a 30-foot gap. 41 42 8-22.3(7) Removnl of Pnvcmcnt Mnrkings 43 44 This new scction is uddcd and rcnds nr. follows: 45 I o o XOl2U UPI",r I/o" Ilo{/t! I'ark nmmdl/ry WI/sIll/III II) SlIrfilCllIlI (\\ TrqfJ/e lIe"", [ o '~ri) . "~~;J!~~;Cr~,;,u'...""','" '.,' "'1, 0 ," I 0 ' , ',. '" ',"':"'tY::li'",::',,;!;,}",L'(''''''~,,''f','';'';<"'''' "" ' . ,...' ,',' ',', ,.32 X . ,." :....~J.............;;~,.~.l,~ b.-~ ....~~~~-.l.=~;.;~ L~ ~~llil.!::1:':- .~..:....-........'-'-'~"..... . Al_iHt ~ ~..JJ ....LL '111IIIII I?JI , -... .:.....i....;.~ '"' 1. i. ..L ... ,- Z c( . :1:1- I-ffi a: :::!:. c(~ Wu .Jo Uo en . enW w:l: .JI- enu. -0 :E~ ;2::; u.c( !Qa :l:w 1-:1: ZI- ;:0 Z 1-, WWj ~ 5\ Uen 0- c!::: w w' :l:u ~- !!:b Z W(/l u- i=~ o Z ~. o o o o .. Pavement markings to be removed shall be obliterated until blemishes caused by the 2 pavement marking removal conform to the coloration of the adjacent pavement. If, in the 3 opinion of the Engineer, the pavement is materially damaged by pavement marking removal, 4 such damage shall be repaired by the Contractor in accordance with Section 1-07.13(1). 5 Sand or other material deposited on the pavement as a result of removing stripes and 6 markings shall be removed as the work progresses to avoid hazardous conditions. 7 Accumulation of sand or other material which might interfere with drainage will not be 8 permitted. 9 10 8-22.4 Measurement II The first and second paragraphs are revised to read: 12 13 Skip center stripe, skip center stripe with no pass stripe, double yellow center stripe, edge 14 stripe, dotted extension stripe, lane stripe, double no-pass stripe, reversible lane stripe, and 15 two way left turn stripe will be measured by the completed linear foot as "Paint Stripe" or 16 "Plastic Stripe". The measurement will be based on a marking system capable of 17 simultaneous application of three 4-inch lines with two 4-inch spaces. No deduction will be 18 made for the unmarked area when the marking includes a skip line such as skip center stripe, 19 skip center stripe with no-pass stripe, lane stripe, reversible lane stripe, or two way left turn 20 stripe. No additional measurement will be allowed when more than one line can be installed 21 on a single pass such as skip center stripe with no-pass stripe, double yellow center stripe, 22 double no-pass stripe, reversible lane stripe, or two-way left turn stripe. 23 24 Gore stripe. dotted gore stripe, skip gore stripe, drop lane stripe, barrier stripe, and stop bar 25 will be measured by the completed linear foot of each marking type. No deduction will be 26 made for the unmarked area when the marking includes a gap such as dotted gore stripe, skip 27 gore stripe, or drop lane stripe. 28 29 This section is supplemented with the following 30 31 Crosswalk stripe will be measurcd by the square foot of marking installed. 32 33 Removal of thc stripes 4 inches or less in width will be measured by the actual linear foot 34 removed, with no deduction being made for thc unmarked area of the skip pattcrn in center 35 stripcs and lanc stripcs. Removal of traffic markings or stripes in excess of 4 inches in width 36 will be mensllred by thc square yard. 37 38 Rcmoval of trafIic arrows and traffic Icttcrs will be measured by the unit pcr each. 39 -10 8-22.5 ))nymcnt 41 Itcms 7 and 8 are rcviscd to read: 42 43 7. "Painted Crosswalk Stripe", pCI' squnre foot. 44 45 8. "Plastic Crosswalk Stripe", pcr squarc foot. .\'OIUO/ Upper 1/011 fload Park Boundary Washout 20 Sur/acing & Traffic ftams C.-- 0 ~~E~ ~---"''''''''''"~ __n.__ . 0 ~: .~;J . .........;'L1~;~k~~{dJ~~~:, ~'. '~~.~:.:.:.::::: :.... . ""= - ...- . ............ (. 1.0 Ll '1 ., ':L ~__~ _ ~~~ "1 I o o , ~> 32>< 10 ................~* ~ .!lob.. v- .-- o ,- o .. z < . :1:1- I-ffi ~~, Wu -'0 uo en Wj' ~~ en u.' -0 ~~; <(- c:r:-' u.< ~a :l:w 1-:1: ZI- j:o zl- ~~I ~ 01 U(/l 0- O!:: ww: :l:u 1-- 1-, !!:o z W(/l U- i= ~! o , z' I 2 This section is supplemented with the following: 3 4 22, "Painted Dotted Gore Stripe", per linear foot, 5 6 23. "Plastic Dotted Gore Stripe", per linear foot. 7 8 24. "Painted Skip Gore Stripe" per linear foot 9 10 25. "Plastic Skip Gore Stripe", per linear foot. (J 12 26. "Painted Drop Lane Stripe", per linear foot 13 14 27, "Plastic Drop Lane Stripe", per linear foot. 15 16 28. "Removing Paint Stripe", per linear foot. 17 18 29, "Removing Plastic Stripe", per linear foot. 19 20 30, "Removing Plastic Traffic Marking", per square yard. 21 22 3 L "Removing Plastic Traffic Marking", per square yard. 23 24 32. "Removing Painted Traffic Arrow", per each. 25 26 33. "Removing Plastic Traffic Arrow", per each. 27 28 34. "Removing Paintcd Traffic Letter", per each. 29 30 35. "Rcmoving Plastic Traffic Letter", per each. 31 32 SECTION 9-02 BITUMINOUS MATERIALS 33 ,June 26, 1995 34 35 9-02.1(4) Paving Asphalt 36 This scction numbcr is rcvised to rcad: 37 38 9-02.1(4)A Paving Asphalt 39 40 Thc following is inscrtcd prior to Section 9-02.1 (4)A: 41 42 9-02.1(4) AsphnltCcmcnts 43 44 9-02.1(4)0 Modified (>Rvin" Asphnlt 45 This ncw section is nddcd: ~r"" , , I o o .1'012010/ Upper 1/011 Rood Park nmmdary Was/will 21 ,:(' 0 T -. ~.., "" ~_..w._,~ ~. . ;;;' ': . ','.i.:,r'f""':":~,,, ,",", : ..,. f.' :." ' , '"1' .. - L'".", I J I D I SlIrfacl/JR & TrajJlc "em" o o 3.2.xlq I' - I Z <t J: I- a: <t w ...J U en en w ...J !Q w ~ C2 u. en :i: I- ~ !z w :::!: ~ u o o w :I: I- !!: W u i= o z '''''. , i i ( c: \.. ,c",.,., , -", .- r.. o. - 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Penetration (39.2F, 200g, 60s), dmm RTFO Aged Residue2 Absolute Viscosity 140F, p5 Original Binder RTFO Aged Residue Kinematic Viscosity 275F, cSt Original Binder RTFO Aged Residue Absolute Viscosity Ratio 140F RTFO Viscosity/ Original Viscosity Flash Point, Cleveland Open Cup, F Original Binder Ductibility (77F, 5cmlmin), em R TFO Aged Residue o o .. AASHTO Specification Requirements Test Method PBA-6 PBA-6GR T-49 30+ 30+ T-202 2000+ 2000- T-202 5000+ 5000+ T-201 2000- 2000- T-201 275+ 275+ 4.0- 4.0- T-48 450+ 450+ '0 I ! T-51 60+ PBA-6GR shall contain not less than 10 perccnt by weight of total material of powdered rubber meeting the requirements described below for sieve analysis and chemical properties. Sieve Analysis (U.S. Standard Screens) Sieve Size #60 #80 #100 #200 Pcrcent Pnssing 99-100 89-100 74-90 24-90 Chcmical Propcrtics Acctonc Extract (ASTM D 297) Ash (ASTM o 297B) Cnrbon Blnck (ASTM D 2978) Rubbcr Hydrocarbon (by diffcrcncc Spccilic Grnvity (ASTM D 297) Moisture Contcnt X0/244 Up"er 1/011 Ilo"d P"rk BO/lndar)' IVm'llO/ll ~ ;'..: ::-...:...IIlib.&.lillit.il..... %mnx. %max. %max. %mnx. 1.15 %max. 23 7 34 42 0.02 1.0 22 S/lr/aclng,~ TrqO/c /tern.' " {,,'j ': . ~. (:E~:':;E:;m~~0;~;~;::.',(.:,.;:,r J, 't.' ':1,0, 'I~ ,;: O(",""~". "~'~'"'' .'C.."'.".'..,f..',"... .J, \", ~I4W,",; '"'" I e o ,32 X I 0 r o -- o .. ~ .1 :I: I-! I-Z w, a: :::!:; <~l; Wu1 do: en Cl'1 cnW w:I: -'I- cnu. -0 ~~ <(- a:-' u.<( !a5 :l:w 1-:1: ZI- j:o zl- ww ~5' U(/l 0- o!::: Ww :I:u ~g Z W(/) u- i=:I: 0'"' Z 2 2"RTFO Aged Residue" means the asphaltic residue obtained using the Rolling Thin-Film 3 Oven Test (RTFO Test), AASHTO T 240 or ASTM D 2872. 4 5 The Absolute Viscosity (140F) ofPBA-6 and PBA-6GR will be determined at I see -I using 6 ASTM P 159 (Vol. 4.03, 1985) with Asphalt Institute Vacuum Capillary Viscometers. 7 8 9-02.2(1) Notice of Shipment 9 This section is revised in its entirety to read: 10 11 9-02.2(1) Certification of Shipment 12 13 Bituminous materials may be accepted by the Engineer based on the asphalt supplier's 14 Certification of Compliance incorporated in their Bill of Lading. The Certification will 15 include a statement certifying specification compliance for the, product shipped. Failure to 16 provide this Certification with the shipment shall be cause for rejection of the material. The 17 following information is required on the Bill of Lading: 18 19 1. Date 20 2. Contract No. and/or Project Name 21 3. Grade of commodity and Certification of Compliance 22 4. Anti-strip type 23 5. Percent Anti-strip 24 6. Weight (net tons) 25 7. Volume (gross gnllons) 26 8. Temperature of load (F) 27 9. Bill of Lading number 28 10. Consignee and dclivcry point 29 11. Signaturc of supplier's representativc 30 12. Supplier (Bill of Lading gcncrator) 31 13. Supplicr's address 32 ] 4. Refiner 33 15 Rcliner's location 34 35 Thc Bill of Lading shall be supplicd at thc time of shi'pment of each truck load, truck and 36 trailcr, or othcr lot of asphalt. In nddition to thc copies the Contractor rcquires, onc copy ofthc 37 Bill of Lading including the Ccrtification Statcment shall be scnt with the shipment for agency 38 use and one copy scnt on a wcck1y basis to thc Olympia Servicc Center Materials Laboratory, 39 P.O. Box 167, Olympin, WA 98507-0167. 40 41 SECTION 9-03 AGGREGATES 42 November 27,1995 43 44 9-03.1(4)C Grlullng 45 Thc third scntcncc of thc fourth pal'nllrnph is rcviscd to rend: :r"" o o 'U XOIU4 U"p~r /1,,11 /{"<llII'I//'k IJo/llull/l',l' IVI/shm/I 23 SlIr/<,clflil & TrqUlc Ite/ll,. (7"-- ',r:;,:.:7xlf~<1:;',:.:,-':~",:.,;~,< ,_,.',.' ":'-" It,:;:~!j~'ft''~};::'<'Y-:'::';'('}''~l ':2.\':'>' o<~~lJ ,. tit'lilt .~" - .... '"""', , 01', . r 10 ............... ..,_ ~1 I G o 32 X 10 1f~ ,.......... ..,j), ..- .- Z <( . :z:1- I-ffi ~~. Wu ""'0 Uo en w: ffJ :1:1 -J ....: en u.' ~Oi :E~ C2::::i u.<( !!16 :z:w I-:z: ZI- i=o Z 1-, WW, ~5': Uen 0- o!::: Ww :z:u 1-- !!:b Z wen u- i=~ o Z ',r' o o 'c,o o o .. I 2 Coarse aggregate shall contain no piece of greater size than two times the maximum sieve size 3 tor the specified grading measured along the line of greatest dimension. 4 5 9-03.8(6)A Basis of Acceptance 6 In No.3, under heading "Tolerance Limits", the first sentence is revised to read: 7 8 The tolerance limit for each mix constituent shall not exceed the broad band specification 9 limits specified in Section 9-03.8(6), except the tolerance limits for sieves designated as 10 100% passing will be 99-100. II 12 13 9-03.11 Recycled Concrete Rubble 14 The title of this section is revised to read: 15 16 9-03.11 Recycled Portland Cement Concrete Rubble 17 18 References to recycled concrete in the first, second, and sixth paragraphs are revised to read: 19 20 recycled Portland cement concrete 21 22 The third paragraph is revised to read: 23 24 A maximum of 20 percent by weight of recycled asphalt concrete pavement may be used in the 25 blended product. The asphalt concrete content is calculated as the amount of asphalt concrete 26 pnrticles retained on all screens 1/4 inch and above. 27 28 9-03.15 Bedding Material for Rigid Pipe 29 The sccond paragraph is rcvised to rcad: 30 31 I f, in the opinion of thc Engincer, the native grnnular material is free from wood waste, organic 32 matcrial, nnd other extrancous or objectionable materials. it may be used for pipc bedding. 33 The material shall have a maximum dimension of I 112 inches. 34 35 9-03.21 Recyeled Material 36 This section is supplcmcnted with thc following: 37 38 9-03.21(2) Recycled Glass Aggregate 39 Aggrcgatc composcd solely of glnss r,,'ay bc uscd as gravcl backfill for walls, pipe bcdding, 40 IInd snnd drains; slInd dminagc blankct; ~rnvcl borrow; nnd bcdding material for nexiblc pipc, 41 42 Onc hundrcd pcrccnt ofthc glass shall pass n3/4 inch squarc sieve and not morc than 5 pcrcent 43 by mass shull pnss II U.S. No. 200 sievc. Sieve unn1ysis shall be conductcd IIccording to 44 WSDOT Test Mcthod 103-C on at Icast a quartcrly basis by thc product supplicr. All test 45 results shull be kept on filc by thc product supplicr. .\'() 12401 UI'I','r 1/011 flood Park /JOI/IIdary /l'l/.f/",1I1 24 SlIrJilcllIK (~ Trtif/lc Ilem,f c G (,~.~ ",,::::,w;~~~:t~l;!,,"" .I~ < :;~1':~I::;::;;~r~;:"ic:'i>:I~"'1l1"-''';''. ~"_..;.J' "1 ~~ \,'i ..." ","'l','{ ;'.~. "- "'................ ~~, " ...... t~,\ :,')~ ~, D 10 - I o o 32 xl 0 "- Z <( . :J:I- I-ffi ~~, Wu -'0 Uo en wI' ffi:l: -'I- en u. -0 W 1 :::!:>- C25 u.<( (/l~ _0 :l:W 1-:1: ZI- j:O Z 1-, UJ WI ~5: Uen 0- O!:: Ww :J:u ~13 z wen U- -:I: bf-. Z pO" o o , (~'7"'.'- o o .. I 2 The maximum debris level shall be 10 percent. Debris is defined as any deleterious material 3 which impacts the performance of the engineered fill and includes all non-glass constituents of 4 the glass feed stock. The percentage of debris in cullet shall be quantified using the following 5 visual method. Approximately 200 grams of processed cullet shall be placed in a flat pan or 6 plate. The percentage of debris shall be estimated using AGI Data Sheets 15.1 and 15.2 7 "Comparison Charts for Estimating Percentage Composition", by the American Geological 8 Institute, 1982. 9 10 Total lead content testing shall be performed quarterly by the product supplier. Tests shall II include a minimum of 5 samples. Sample collection shall be conducted according to ASTM 0 12 75. The mean of these tests shall not exceed 80 ppm. Total lead content testing will be 13 conducted according to EPA Method 3010/6010. All test results shall be kept on file by the 14 product supplier. 15 16 SECTION 9-05 DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS 17 September 5,1995 18 19 9-05.0 Aeceptance by Manufacturer's Certification 20 The first paragraph is supplemented with the following: 21 22 Corrugated polyethylene culvert and storm sewer pipe up to an including 36-inch diameter. 23 24 Profile wall PVC culvert and storm sewer pipe up to and including 36-inch diameter. 25 26 9-05.12 PVC Sewer Pipe 27 The first sentence of this section is revised to read: 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 .13 .14 4S 9-05.12 Polyvinyl Chloride (PVC) Pipe 9-0512(1) Solid Willi PVC Culvert Pipe, Solid Wall PVC Storm Sewer Pipe, and PVC Sanitary Sewer Pipe Solid wllll PVC culvert pipc, solid wall PVC storm scwer pipc, and PVC sanitllry scwcr pipe und tittings shall be solid wall construction Ilnd shllll conform to the rcquirements of ASTM D 3034 SDR 35 for pipe up to IS-inch diamctcr and ASTM F 679, Type I only for pipc sizes 18~ to 27-inch diametcr. Joints for solid wall PVC pipe shall conform to ASTM D 3212 using c1astomeric gaskcts conforming to ASTM F 477. Fillings lor solid wall PVC sanitary scwer pipe shall bc injccted moldcd, factory wclded. or Iilctory solvcnt ccmcnted. 9-05.12(2) I'rollle WillI PVC Culvert Pipe 11IId Profile Willi PVC A produccr's Ccrtificatc of Compliuncc shall bc rcquircd und shull accompany thc matcria1s delivcrcd to thc project. Thc ccrtificatc shull clearly idcntify production lots XOI2.f.f Upper /10" 1/""" Park IJOIIII"III;I' Wmllllllt 2S 811rfiICIIIK ell 7'rt1fllc Items ".~!0;~~:';"". " __1iIIll [ o( ) , ............. .,.t " ~~~ 10 I " o 32 X 10 - IT ',- Z <I: . :1:1- 1-15 a: :::!:, <I:~ Wu ...Jo Uo enw ffl:l: ...JI- en u.' -0 ~ >-, C25 u.<( !Q5 :l:w 1-:1: ZI- j:o Z 1-, wW1 ~5'\ Uen 0- o!::: Ww :l:u ~g Z WtJ) u- -:I: br, Z ~.,...... '0 o ('~'- 17 o o .. I for all materials represented. The Contracting Agency may conduct verification tests 2 of pipe stiffness or other properties as it deems appropriate. 3 4 9-05.19 Corrugated Polyethylene Culvert Pipe 5 This section is added as follows: 6 7 Corrugated polyethylene culvert pipe shall meet the requirements of AASHTO M 294, Type 8 S. The maximum pipe diameter shall be 36 inches. 9 10 Joints for corrugated polyethylene culvert pipe shall be classified as either watertight or II soiltight. Watertight joints shall be made with a sleeve or with a bell and spigot and shall 12 conform to ASTM 0 3212 usingelastomeric gaskets and spigot. Gaskets for soiltight split 13 couplings shall be manufactured with the same material as the pipe and shall extend a 14 minimum of two corrugations onto each pipe. Closed cell neoprene strip gaskets (with 15 adhesive backing) meeting the requirements of ASTM 0 1056, Grade number 2AI shall be 16 factory installed in the interior of the split coupling. Gaskets shall be placed around the 17 entire circumference of the coupling and on the two inside lap face surfaces of the coupling. 18 Gaskets shall be in compression when the coupling is closed and tightened. 19 20 Gaskets for soiltight bell and spigot joints shall be installed on the bell by the manufacturer 21 and shall meet the requirements of ASTM 0 1056 Grade number 2A2. The bell shall be an 22 integral part of the pipe and when positioned, shall cover three corrugations on the spigot. 23 Four cleats on the bell shall lock into the second corrugation of the spigot to provide joint 24 integri ty. 25 26 Qualified producers are identified in the Special Provisions. Qualification lor each producer 27 of corrugated polyethylene culvert pipe requires an approved joint system and a formal 28 quality control plan for each plant proposed for consideration. 29 30 31 SECTION 9-09, TIMBER AND LUMBER 32 Oetober 30, 1995 33 34 9-09.2 Grade Rcquil'ements 35 This section is revised to read: 36 37 Timbcr and lumber for permanent structures and for guardrnil posts and blocks (excluding 38 signposts, mileposts, sawed fence posts, and mailbox posts) shall be graded as shown in the 39 Tabulatcd Working Stress Chart. '10 41 42 43 44 4S Sign posts, mileposts, sawcd fcncc posts, and mailbox posts shall conform to the grlldcs listed bclow. Grades shill! be detcrmined by the current standards of the Westcrn Wood Products Association (WWPA) or thc Wcst Const Lumber Inspection Bureau (WCLIB) for thc ullowable spccics: Western Red Ccdar, Douglas Pir, and Hem-Pir. XOl2N Upper 1/011 !loot! I'ark fJoulldary Washolll 26 Sur/ae/IIK & Traffic Items o "', o.~, ~. , l':::::{i'07~~jrf~~f;~;:::il':":""" "'e,',', : >,.; ~;', ':'''''/2'tt,l;.!t2,t~'f,r{rJ1,;;:.::..'t-' 'I',: t:::';'~"l'~:'"~";"':l:', >t!'~. l ' ---L1"__.Jll!~_ _.MtW"!~,~~_-.. J[] ............."" [ ~..i.j:,... ", I " o .......... ~ 32><10' ,~.........".., ,.._,~_c_"'. ~ Z <(' :1:1- I-ffi a: ::;E. <(~ Wu ""0 Uo en ' enW w:I: -' 1-, en u.' -0, w , :::!:~ C2::i u.<( !a5 :l:w 1-:1: ZI- j:o Z 1-, wWt ~ 5~ Uen 0- o!:::. ww, ~~. !!:b Z W(/l u- -:I:; bt-.\ Z '.r" o o o o .. 1 2 3 4 5 6 7 8 9 JO II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Size 4X4 Applicable Grade Stl'Ucturallight framing and studs, Construction Grade Structural light framing, #1 & better Posts and timbers, #1 & better Beams and stringers, #1 & better 4X6 6X6, 6x8, 8XIO 6XIO,6XI2 9-09.2(3) Inspection The first sentence of the first paragraph is revised to read: All timber and lumber purchased or used under these Specifications shall meet the working stress or grade requirements specified in Section 9-09.2. The first sentence of the second paragraph is revised to read: Each order of timber or lumber for use in permanent structures, other than guardrail posts and blocks, sign posts, mileposts, sawed fence posts, or mailbox posts, must be accompanied by a grading certificate issued by the grading bureau whose authorized stamp is being used, or by the mill grading the timber or lumber under the supervision of one ofthe grading bureaus listed above. The first sentence of the third pllragraph is revised by changing the words "grading certificate" to "grnding certificate if required". The fourth paragraph is deleted. On page 9-77, the section of the Tabulated Working Stresses chart referring to Sign Posts, Mileposts, Sawed Fence Posts. and Mailbox Posts, is deleted. SECTION 9-16, FENCE AND GUARDRAIL May 22,1995 9-16.1(1) Genernl The following is added after the first paragraph: 9-16.1(I)A Class I Material Clllss I material may be used for chain link fcnce construction statewide. The following is add cd aftcr the last paragrnph: 9-16.1(1)0 Clnss 2 Mntcrlal Clnss 2 matcrin1 Il1ny bc uscd for chllin link fcnce posts for construction ellst of thc Casclldcs only. Clnss 2 pipc shall mcct the outside dimcnsions of ASTM A 120, Schcdulc 40 and havc n minimum yicld strcngth of 50,000 psi. Class 2 pipc shall be hot.dip zinc coated with 0.9 .I'OlU4 (Jppor 11011 I/oad Park Omll/d(/r)' Wa.II/fJ//( 27 SII/f(/ollll{ & TrqOlo Item" :.c:(O----- ~...: ....~ ....-.. - [, f) (,~)3~lrit~~:I~;~{:~:~~"l"i'iu:..,.";,.t,,._. 10, , ,,-,.~. j"'" . :4l-_____ ...".......... L -~ Jl ..; ~c.J....o'" I (;) o 32Xl D. ~. 'tM..~..., ...lj - .- Z <l: . :xl- I-ffi a: :::!:, <l:~ Wu -'0 Uo gJ wi ~~, enu. -0 W>-, :21- C2::i u.<( ~5 :xw 1-:1: ZI- ;::0 zl- ww, ~51 Uen 0- el!::: Ww', :l:u ~ 13. Z Woo u- i=~ o Z ;Y. o o (~- o o .. ounces per square foot of exterior surface and shall be over coated with clear acrylic. The 2 internal surface of pipe shall have a protective coating of hot-dip zinc or zinc rich paint with a 3 minimum thickness ofO.3mils. 4 5 9-16.1(2) Posts 6 The first two paragraphs are revised to read: 7 8 9-16.1(2)A Roll-formed Posts 9 Roll-formed posts for chain link fence shall be of Class 1 material and shall be the shape, size, 10 and weight per foot shown in the Standard Plans. Roll-formed end, comer, and pull posts shall II be made from O.1345-inch minimum thickness sheet steel and shall have integral fastening 12 loops to connect to the fabric for the full length of each post. Roll-formed line posts shall be 13 made from O.llO-inch minimum thickness sheet steel for Type 3 and Type 4 fences and shall 14 be made from 0.120-inch minimum thickness sheet steel for Type I and Type 6 fences. 15 16 9-16.I(2)B Pipe Posts, Class I 17 Class 1 pipe sections shall conform to ASTM A !20, Schedule 40, Standard Weights. 18 19 An acceptance tolerance for posts for chain link fence will allow deviation from the weight per 20 linear foot specified in the Standard Plans. This tolerance shall be applied on an individual 21 post basis and shall be plus or minus 5 percent for tubular and H~Section posts and plus or 22 minus 6 percent for roll form sections. Materials that exceed the weight per foot or wall 23 thickness specifications may be Ilccepted, providing they do not interfere with the proper 24 construction of thc fencc. 25 26 9-16.1(2)C Pipe Posts, Class 2 27 C1uss 2 posts shall be produced by a facility under program quality control. A manufacturer's 28 Certificate of Compliance reflccting the Quality Control Program, shall be the sole basis of 29 acccptancc. Unccrtified materials must be tcstcd prior to use and shall conform to Class I. 30 31' 9-16.3(1) Roil Element 32 The tirst pllragruph is revised to relld: 33 34 Thc W-bcam rail elemcnt und backup plates shall consist of 12 gage steel formed into a bcam 35 not less than 12 inches widc and 3 inches deep. The thrie beam rail e1emcnt, backup plates, 36 and the transition sections shall consist of 12 gllge stcel formcd into a bcam not Icss than 20 37 inches widc and 3 inches deep. Thric beam for bridge rllil retrofit shall consist of 10 gllge steel 38 formed into a bcum not Icss than 20 inchcs widc and 3 inches deep. Terminal scctions, except 39 Design F terminal scctions. shllll consist of 12 gagc stcel. Dcsign F tcrminal scctions shall 40 consist of 10 gagc stccl. A tolerancc of 3 percent on nny dimcnsion of thc mil clement or 41 Design F tcrmina1 section will bc Illlowcd. Thc physiclll propcrtics of the stecl shall conform ,12 to AASHTO M 1 RO. 43 9-16.3(2) Posts nnd OIocl(s 44 Thc second sentcnce of the first pnmgraph is rcviscd to rend: .IS XOIJ./1 Upper /loll /load I'ark nmmdar)' W(/.\'IIOIII 28 sll~raclllK'~ TraffIc flell/S - - c. ':~,"::~~f;{;:::~~\;??7'F" , l.'i,'.,',',":,;,".,......... ,(, )I I l '~.:~.:~;t' e{;i~ ' ,., L .;-.,;;.'t'.-.,.". r,~ f I D 10 ... I e o 32X 10 ..- z <(' :1:1- I-ffi c:r:~, <(::> Wu -'0 Uc en ' ~~l ~ 1-' en u.' -0, :E ~. C2::i u.< SQ15 :l:w I-:t: ZI- j:o Z 1-, WWI ~5! U(/l 0- o!:: ww;. :l:u 1-- !!:b z W(/l u- -:t: bI- Z r-' o o o o .. Except for anchor assemblies, all posts for anyone project shall be of the same type (wood or 2 steel). 3 4 The first paragraph is supplemented with the following: 5 6 Post and blocks may be S4S or rough sawn. 7 8 9-16.4(2) Wire Mesh 9 This section is supplemented with the following: 10 II Alternate wire mesh for slope protection shall be double twisted mesh. The mesh shall be of 12 nonraveling construction and consist of a uniform double twisted hexagonal mesh of hot-dip 13 galvanized steel wire having 11 diameter of 0.120 inch after galvanization. The wire shall be 14 galvanized prior to weaving into mesh and shall conform to ASTM A 641, Class 3, Finish 5, 15 Soft temper. The minimum tensile strength shall be 60,000 psi when tested in accordance with 16 ASTM A 370. Openings shall be hexagonal in shape and uniform in size measuring not more 17 thlln 3 1/4 inches by 4 1/2 inches. approximately 9 square inches. Lacing wire shall be the 18 same specifications as the wire used in the wire mesh except that its diameter shall be 0.0866 19 inch atter galvanization. 20 21 Edges shall be mechanically selvaged in such a manner as to prevent unraveling, and shull 22 develop the full strength of the mesh. The wire used for the selvage shall have a nominul 23 diameter of 0,1535 inch. 24 25 9-16.4(3) Wirc Rope 26 This section is revised to read: 27 28 Wire rope shall be 5/S-inch diamcter zinc coated steel structural wire rope conforming to thc 29 requirements of ASTM A 603, Class A. 30 31 SECTION 9-17 FLEXIBLE GUIDE POSTS 32 Murch 21, 1994 33 34 9-17.1 Gcncral 35 Thc first scntcncc of thc fourth paragraph is revised to rClld: 36 37 Ellch flexib1c guidc post shall bc permanently idcntified with the munufllcturcr's nlllnc, thc 38 month and yellr of fabriclltion, and u mark indicllting thc recommended burial dcpth. 39 40 SECTION 9-28 SIGNING MATERIALS AND FABRICATION 41 Murch 6,1995 42 Scction 9-28 is rcviscd in its cntirely to rClld: 43 44 9-28 Signing Muterluls und Fabrlcntion 45 46 9-28.1 Gcncrnl 47 XOI2.f.1 Upper "oil Ila(/{l Park Balll/dary Wa"holll 29 SIa:fi,,'II/R & Trtliflc "em" (~~. 0 , - ~." '-LAi~lu~_ J..J1 .............. f) (-II');' ' ' ',:~:g;"."~:" , ' 'n I , ' ","",'-" ',"","!-'" h.......,<.~ . . !i. " ", ',. ," Jl i f ' 10 """""~~....1;"" - I o o 32Xlo lliiiri.tl"~IIII' .-.. ~-~, IllIIlIIllIl ..- Z <(' :1:1- I-ffi ~~, Wu -'0 Uo tJ) wI' ill:l: -'I- en u.' -0, W ' :::!:~ C2::; u.<( SQ5 :l:w 1-:1: ZI- j:o Z 1-, WW\ ~5\ Uen 0- o!::: Ww :l:u 1-- !!:b Z wen u- -:I: b""' Z :or' o o o o .. 2 Unless noted otherwise in the Plans, permanent signs shall be constructed of sheet aluminum. Permanent signs which measure 36 inches or less on a side and are to be mounted on a single post may be constructed of single 0.135 inch fiberglass reinforced plastic panels. Temporary or construction signs may be constructed of either medium or high density ovcrlay plywood. Sign overlay panels may be either 0.050 inch aluminum or 0.075 inch fiberglass reinforced plastic panels. All signs, except internally illuminated signs, shall be rcflcctorizcd. 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 See ASTM 0 4956 for reflective sheeting type designations. Standard control signs and guide sign borders, letters, numerals, symbols, shields, and arrows shall be in accordance with the "Washington State Sign Fabrication Manual". All STOP, YIELD, DO NOT ENTER, WRONG WAY, FREEWAY ENTRANCE, and HIGHWAY ENTRANCE signs shall be constructed entirely of Type III or IV reflective sheeting. All M series, I series, and 0-10 (Milepost) series signs and all signs with blue or brown backgrounds shall be constructed entirely of Type 1I reflective sheeting unless otherwise specified. Background reflective sheeting for aU other signs shall be as noted in the plans. Sign legends for all other signs shall be constructed of Type III or IV reflective sheeting. Sign legends include: borders, letters, numernls, symbols, shields, and arrows. Reflective legend sheeting types shall not be mixed on individual signs. 9-28.1(1) Basis for Acceptance Reflective sheeting shall be accepted on the basis of tests pcrformcd by thc Muterials Laboratory, or at the option of the Engineer, a manufacturer's certificate of compliance IlS outlined in Section 1-06.3. This ccrtificate shall vcri fy thllt the product mccts 1111 the requirements of Section 9-28.12. The bllsis lor Ilcccptllnce of aluminum sign blllnks lInd pancls shall be a mill test certificate from thc aluminum mllnufacturcr Ilttcsting to the correct alloy and temper of the mctal supplicd. At the option of thc Engincer, laboratory tcsts Il1IlY Illso bc performed to confirm mctallurgical datil. It is expressly understood that thc furnishing of ccrtificatcs of c0ll1p1illnCc will not relicve thc Contractor from thc obligation to rcplacc matcrillls found defcctive ancr dclivcry to thc project, nor will thcy prcvcnt the Enginecr from sllmpling matcrial when it urrives on thc projcct and subjecting it to such laboratory tcsts as they mllY deem Ilppropriatc or signi Iicllnt. 9-28.1 (2) Inspection All signs will bc inspcctcd at thc fabricator's plunt beforc shipmcnt to the project. Thc inspcction shllll not be mllde until allmatcrillls havc bccntested und lIpproved. Signs without 11 "FABRICATION APPROVED" dccnl will not bc installed onthc project with the exception of double-fllced signs which do not receive decals or Iilbrielllor's stickers. 43 9-28.2 Manufacturer's Identlficlltlon IInd Dllte 44 XOI244 Upp~r 11011 Rood {'ark 11()/II/t/ar,v /Va"I/01I1 30 SlIrji,cll'R & TmjJ1e Ilem.' iC:'~"-a _.-- 11 [ ~, ;~~ ..,~t~::~.!7~;;F,'~:" ,: ,- ~t ~ ~ > CL 10 ~.~ I " o ~-l~,M'~ , I I I i......J~ xlill .-- Z <C . :1:1- I-ffi a: ~, <C~ Wu -'0 Uo ~~ ~I- en u.' ~o! :::!:~ C2::::; u.<C SQS :l:w 1-:1: ZI- j:o Z 1-, WW' :::!:~ol ~ ' U(/l 0- o!::: ~w: I-!:! !!:bi Z wen U- i=~ o Z '... o o C~~- 'T jT o o .. I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 All signs shaH show the manufacturer's name and date of manufacture on the back. Destination, distance, and large special signs shall show the manufacturer's name and thc datc of manufacture on the back, and the number of the sign as it appears in the plans in 3 inch series C black letters. Hand painted numbers are not permitted. 9-28.3 Corner Radius All regulatory and warning signs shall have rounded comers with the exception of stop signs. Information and guide signs may have square cut corners. Borders for signs having square cut corners shall have a corner radius approximately 1/8 of the lesser side dimension of thc sign up to a maximum radius of 12 inches. For signs with rounded corners, the borders shall bc concentric with the rounded corners. 9-28.4 Extruded Wind beams and "Z" Bar All multiple post and multiple panel signs shall be constructed and installed with horizontal extruded windbeams and "Z" bar, when required, as shown in the Standard Plan. All bolt and rivet heads visible on the sign face shall be anodized or painted to match the sign area immediately surrounding the bolt or rivet head. Extruded wind beams and "Z" bar shall bc accepted on thc basis of certificate of compliance from the manufacturer. Materials shall be as dcsignated in Section 9-28.11. 9-28.5 Letter and Spacing Formula Lettcr and arrow sizes shall be as specified in the plans. Spacing formulas shall be those furnished by the manufacturer of the letters. 9-28.6 Dcstinl1tion Sign Messages Destination sign messllges, borders, shields, and symbols shall be direct Ilpplicd unless othcr wise noted in the sign plans. All message components shall be one piece construction unless the least dimension exceeds aVllilablc shceting widths. All components shall havc smooth, shllrp cut edges. Components which arc torn, wrinkled, or cxhibit poor workmnnship, will not be permitted. Whcre specifically noted in the plans, demountable components shnll bc utllizcd. Dcmountablc messages, borders, shields, and symbols shall consist of thc nppropriute sheeting, or if non-reflcctive, paint applied to 0.032 inch aluminum. Shields und sYinhols shull be Ilpplied to 0.050 inch aluminum. 9-28.7 Process Colors Transparcnt Ilnd opllquc proccss colors used in silk screcning sign I11cssuges shllll be ns rccommcndcd by thc mllnufucturer. When propcrly IIpplicd, process eo1ors shnll pcrform sntisfllctorily for the cxpected Iifc of the shectlng. Applied colors shull prcsent a smooth surfhcc, frcc from forcign matcrilll, nnd nil messngcs IInd borders shull be clcllr und sharp. XOI2.f.1 Upper 1/011 1/0(/" Park /lollllda!')' Wm'/rorll 31 Sllrfiwl,,~ & 7'rqUlc lIem.v ~~ "- [, C) ,,) ,,'.., , I,,:,,) . ,.1.. --A ," r, ' "(': -~w',,"""'.""" :" ~:,;';>', ::,~;:~,~~i'l: ,~~, -',"oil' ;.., "~"''''~'I:t~It{~'~.I~-'i ., 'Ill! .t,) m to I o o 32 xl 0 ..- ,- Z <( . :1:1- I-ffi a: :::!:, <(~ Wu -'0 Uo ~~ ~I- en u.' -0, ~~. C2::i u.<( !!?a :l:w 1-:1: ZI- j:o zl- wWt ~5' Uen 0- o!::: Ww :l:u 1-- !!:b z wen ~ fE; o ! Z ~r" o o G.... () o .. 2 When applied, transparent colors shall have the same retroreflective values, type, and color as the sheeting to which it's applied. There shall be no variations in color, and overlapping of colors will not be permitted. 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Properly applied and cured process colors shall exhibit no blistering, bubbling, or loss of color or transparency when cleaned with a mild non-abrasive detergent solution. Minor loss of color may be detected when solvents such as kerosene, mineral spirits, heptane, or VM&P Naphtha are used to clean severely contaminated signs; e.g., paint vandalism. However, the colors shall not blister, bubble, peel, or be easily removed. 9-28.8 Sheet Aluminum Signs Sheet aluminum signs shall be constructed of material conforming to ASTM B 209 alloy 6061- T6 or alloy 5052-H36 or H3S. Alloy 5005-H34 may be used for sign overlays. After the sheeting has been fabricated, the sheeting for all multiple panel signs shall be degreased, etched by immersion for a minimum of 5 minutes in a 6 ounce per gallon caustic etch solution at 120 F, followed, in order, by a water rinse, de-oxidation, water rinse, hot water rinse, and drying. The etching process shall produce a dull aluminum finish on both sides of the panel which will last the life of the sign. The treated panel surface shall be compatible with the opaque and reflective sheeting to be applied in accordance with the specifications. The Contractor may use an Alodine 1200 application for single panel signs in lieu of the above treatment. Aluminum signs over 12 feet wide by 5 feet high shall be comprised of vertical panels in increments of 2, 3, or 4 feet wide. No more than one 2 and/or 3 foot panel may be used per sign. The Contractor shall use the widest panels possible. All parts necessary for assembly shall be constructed of aluminum, galvanized, or stainless steel in accordance with the plans. Sheet thickness shall be as follows: Mllximum Horizontal Dimension Overlay panels Up to 20 inches 20 inches to 36 inches, inclusive Over 36 inches Sheet Aluminum Thickness 0.050 inch 0.063 inch O.OSO inch 0.125 inch The side dimension for a diamond shaped warning sign is considered to be the maximum horizontal dimension. Bcforc placing aluminum in contllct with untrcatcd stcel, the stecl.surfaees shall be protected by propcr clcaning Ilnd paintcd with a zinc-dust zinc oxidc primer A-6-S6 and two coats of Illuminum paint 0-1-57. Metal shall bc handlcd by dcvice or clcan cunvas gloves betwecn 1111 clcaning and ctching operations and thc application of reflective sheeting. 9-28.9 Fihcrglnss I{elnforecd Plastic Signs ,\'01244 Upper "oil ROlle/Park nO/lllllar}' Washo/lt S/lrfilCllI~ & Trqff/c Items 32 :> -:'ll1lJl'1,!J:"~l':""""'" .... ":"",'.V'i.,~I!';',,.:). ..e~~, ttL".>;'~" ...~ It 110 ..."......,....-~.... ~ C JM.. ~..-41~.: - .-:.;.~ ~hL1 ,," -- I " o 32 X 10 llfI*j v d~ Z <(' :1:1- I-ffi cr: ::iE. <~ wu -'0 Uo en w: ~~! enu. -0, ~>- C2~ u.< SQ5 :l:w I-:I: ZI- j:o zl- UJ w :::!:~l ~o, U ~., 0- o!;: Ww :l:u ~[3 Z wU) u- i= ~l o I Z ',r' ' o o o o .. I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 Fiberglass reinforced plastic signs and overlay panels shall be constructed of a fiberglass reinforced thermoset polyester laminate. The sign panel shall b-:: acrylic modified and UV stabilized for outdoor weathering ability. The sign panel shall be stabilized to prevent the release of migrating constituents (such as solvents, monomers, etc.) over the expected life of the sign. The sign panel shall contain no residue release agents on the surface of the laminate so neither migrating constituents or release agents will be present in amounts which will interfere with any subsequent bonding operations. The sign panel shall not contain visible cracks, pinholes, foreign inclusions, or surface wrinkles that would affect implied performance, alter the specific dimensions of the panel, or otherwise affect its serviceability. The sign panel surface shall be wiped clean with a slightly water dampened cloth before applying reflective sheeting. 9-28.9(1) Mechanical Properties: All mc:chanical properties are stated as minimum requirements. The mechanical properties are measured in both the line direction of the panel and at 90 degrees to the line as noted in the appropriate ASTM test referenced. Ave. Min. ReQuirement 10.0 psi x 103 1.2 psi x 106 20.0 psi x 103 1.2 psi x 106 32.0 psi x 103 1.4 psi x 106 13.0 psi x 103 Mechanical ~ Tensile Strength Tensile Modulus F1exuru1 Strength F1cxurnl Modulus Compression Strength Compression Modulus Punch Shcllr ASTM Ths1 0638 0638 0790 0790 0695 0695 0732 9-28.9(2) Physieal Propcrties Sign Panels arc to be 0.135 inch thick. Overlay panels are to bc 0.075 inch thick. Panel thickness to1crance shall be plus or minus 0.005 inch. Pancl tolerance on nominal length and width shall be plus or minus 1/8 inch for dimensions of 12 feet or Icss and shall bc within 1/8 inch of squarc pCI' 12 fect of lcngth when mcasured in accordance with ASTM 03841. Pllncls shall bc manufactured with smooth surfaces on both top and bottom ofthc pancl. 43 Pancl flatncss ofll 30 inch by 30 inch pancl shall bt: mcasured by hanging thc pllnc1 diagonally 44 in suspcnsion. Thc maximum dcflcction mcasurcd diagonally, parallel and pcrpendiculal' to 45 thc panc1 by Iincs drawn through thc ccnter ofthc pllnel, shall not cxcecd 12 millimeters. The ,'(OIU-1 Upper "oil I/aad Park IJOImdary Washollt 33 Sur/aclllg & Trql]1c Item,w c ',Q C) );"-~!~~~';';""-':I"'" ~... 110 ''11+ '. .":.i.;......:l'lilW"I". .."0. .(..'..." ....,.. ,.. .!ltL __..__-'- -- ~"".. ~ ,(=-;---- - - .-~ ~ t!li1.Ll ~.Rf._" I " o 32X '10 ._.~---_. , ...........~"'....-'l v- .- Z <(' :1:1- I-ffi ~~. Wu -'0 Uo en wI' ffi:r: -'I- en u..' -0, ~~' C2::i u.<C SQS :l:w 1-:1: ZI- j:o Z 1-, ww. ~ 51 Uen 0- o!::: WW' :r:u 1-- !!:b Z W(/l ~~; o~,! Z .r'" o o co--..- o o .. I 2 3 4 panel shall then be hung diagonally in suspension in an oven for 48 hours at 180 F. The maximum deflection shall again be measured as previously noted and shall not exceed 12 millimeters. All measurements shall be made when panels are at ambient temperature. 6 7 8 9 10 II 12 I3 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 010 41 42 43 44 45 Panels shall be pigmented to a visually uniform gray color within the MunselR range of N.7.5Ito N.8.51. Panels shall have a maximum coefficient of lineal thermal expansion of 1.8 X 10-5 in.lin.l F when tested in accordance with ASTM 0696. Panels shall be classified as to a minimum Grade II (weather resistant) panel as specified in ASTM 03841 following 3,000 plus or minus 100 hour weatherometer test. Panels shall contain additives designed to be less responsive to fire ignition and flame propagation. As such, the extent of burning shall not exceed 1.0 inch when tested in accordance with ASTM, Method 0635. Panels shall resist the impact energy of 20 foot-pounds applied with a hemispherical tipped object I inch in diameter. The panels thermal stability for strength and impact resistance qualities shall not be Ilppreciably affected over a temperature range of -65 F to 212 F. Fiberglass reinforced plastic panels for signs shall be accepted on the basis of a certificate of complillnce from the manufllcturer as outlined in Section 1-06.3. 9-28.10 Plywood Signs Plywood signs shall be constructed of medium or high density plywood and shall conform to thc currcnt requirements as set forth in "Production Stllndard for Construction and Industrial Plywood" published by the Product Standards Section of the National Bureau of Standards. Thc plywood shall bc free of contaminants. Face vencers shall bc Grade B or bettcr. Core and crossband vcneers shall be solid. Core veneers shall be jointed, and corc gaps shall ' not excced 1/8 inch in width. Thc cntirc arca of Cllch contllcting veneer surfacc shall bc bonded with a watcrproof adhcsivc that mccts thc rcquircmcnts for cxterior typc plywood. High dcnsity plywood overluy shall havc a minimum wcight of 60 pounds per thousand squllrc lcct of sllrfllcc, shall bc at ICllst 0.012 inch thick beforc pressing, and havc 11 minimum resin contcnt of 45 perccnt bllsed on the volatile frce wcight of fibcr and resin cxclusivc 01' gluc Iinc. I G o ,'(01240/ Upp"r IIoh Rood 1'lIrk IJO/lllt/llr)' IfImlul/Il 34 Sur/llclllR & T/'(IUle Ilelll.f ~" =- 32xlo ;jfJ ,,'" '~'(;'\: , .,."'"'''' .- Z <. :I:!z I-w ~~. Wu -'0 Uc (/lw'j ff3:I: -'I- en u.' -0' :E ~ \ C2:J u.< !aa :l:w I-:I: ZI- j:o Z 1-, :E ~~ ~c, U(/l 0- 01::. WWi :l:U' 1-- !!:b' z W(/l ~ :C' I- ....1 o ,: Z ~r-" o o ('7.~'- ~__ ....---- l~""""'" .....IIlMMi.l!llllllllllllil o o .. 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 .12 .13 44 45 Medium density plywood overlay shall have a minimum weight of 58 pounds per thousand square feet of surface. It shall be at least 0.012 inch thick after application and have a minimum resin content of 17 percent based on the volatile free weight of resin and fiber exclusive of glue line. The overlay shall have a sufficient resin content to bond itself to the plywood. 9-28.10(1) Painting ofsign baek Plywood sign backs shall be primed with one coat of white exterior enamel primer and finished with one coat of white exterior enamel. The enamel shall meet or exceed the physical quality of the requirements of Federal Specification TT-E-489. The primer shall be as recommended by the supplier of the finish coat and shall be completely compatible. The face of the sign shall be painted the same as required for the back unless it is to receive reflective sheeting, in which case it shall be finished as specified in Section 9-28.10(2). 9-28.10(2) Face Treatment Plywood sign surfaces shall be cleaned thoroughly with lacquer thinner, heptane, benzene, or solvent recommended by the reflective sheeting manufacturer. The surface shall be sanded with light sandpaper or steel wool and wiped dry and clean with a clean cloth. The reflective sheeting shall then be applied. Plywood signs over 12 feet wide by 5 feet high shall be comprised of vertical panels in increments of 4 feet or less. The Contractor shall use the widest panels possible. Plywood Panel Thickness Signs: up to 18 inches inclusive in width 3/8 inch minimum Ovcr 18 inches to 36 inches inclusive in width 1/2 inch minimum Ovcr 36 inches in width 5/8 inch minimum Plywood shields on destinations signs 3/8 inch minimum Multiplc panel signs 5/8 inch minimum 9-28.11 Hardwnre Bolts, nuts, and washcrs shllll bc of the sllme materilll for cach attllchment. All parts necessllry for usscmbly shull bc constructcd of the mllterials listed below: Hardwarc Dolts Spcci ficalion ASTM F 468 2024-T4 Aluminum XOIUO/ Upper I/oh Ilotld I'tlrk IJOImdlll)' Washollt 35 SlIr/aclllg,~ Traj)lc /lems C" ~ ~,~~:,~,J~~~:,:r~'i2;;,~~_~~~ - ...........;.,......;. .... ~. . ~~.;~~j.~.... - I o o 32 xl 0 . ~.. . JoLi' "~ _.oi "....,....~ y- ;;l_ Z <{ . :1:1- I-ffi c:r: :::!:, <(~ Wu -'0 Uo ~~i -'I- en u. -0 :g~ <(- c:r:-' u. <(, !:!15! :l:w' 1-:1: ZI- j:o zl- WW1 :::!:~, ~o Uen 0- o!::: Ww :l:U 1-- !!:b Z wen u- -:I: b~, Z ' :r'''''' I o o 'Y c-~~- ~ "__ o o .. 2 Washers ASTM A 307 Steel ASTM F 593 Stainless Steel ASTM B 209 2024-T4 Aluminum AASHTO M 183 Steel ASTM F 594 Stainless Steel 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Nuts ASTM F 467 2024-T4 Aluminum ASTM A 307 Steel ASTM F 593 Stainless Steel Locknuts ASTM F 467 2024-T4 Aluminum ASTM A 307 Steel ASTM F 593 Stainless Steel Rivets ASTM B 316 6061-T6 Aluminum ASTM B 6053-T61 Aluminum Post Clips ASTM B 179 356. T6 Aluminum Wind Beam ASTM B 221 6061-T6 Aluminum Angle and "Z" Bar ASTM B 221 6061-T6 Aluminum AASHTO M 183 Steel Strap and Mounting Brackct ASTM A 412, Type 201 All stcel parts shall be galvanized per ASTM A 123. Steel bolts and related hardware shall be galvanizcd per ASTM A 153 or B 695. 9-28.12 Reflective Sheetings Type I and Type II rcflcctivc shceting shall consist of spherical lens elements embcdded within a transparcnt plastic having 11 smooth, flllt outcr surfllce. Type III and Type IV reflcctive shecting shaH consist of spherical or prismatic lens elements adhered to a synthetic resin and encllpsulated by a flcxib1e, transparent, weathcrproof plastic having a smooth outcr surfacc. All shceting shall be weathcr resistant and hllve u protectcd pre-coated adhcsive backing. Typc II rcflectivc shecting shall contllin an identifying marking, such as 11 water mllrk, which is visiblc aftcr shccting application. The mlll'king shall not adversely affcct the pcrformancc or life ofthc shecting. The rcflcctivc shceting shull havc thc following minimum cocfficicnt of rctrorcflcction values at 0.2 dcgrces and 0.5 dcgrccs obscrvation angle expresscd as Ilverllge candelas per foot- cundlc. per squllrc foot of matcrial. Measurcments shall bc conductcd in Ilccordancc with ASTM E 810. Type I Glnss Bend Retroref1ectlvc Elemcnt Mllterlal ,\'OI2.f.1 Uppur 1/01, Noor/ !'ark BOl/lld"", Washollf 36 SI/rji,clng <I} 7'rlJlllc Item" {: ,0(,:) '''';'''''fj~Hll;T\':'\"?':'' ,;,..>"A;'\;;_aS};::';,:.:, >/'.,- ;, ""';~':':">'~'I;!1.jYrA~~' r , 'I , > D 10 _ iI:. "'c" I a o 32><10 ' 17 ,~ z <( . :1:1- I-ffi a: ~, ~B uO en 0, enW w:l: ...J 1-" enu. -0 ~~! C2::i u.<( !!l5 :I:w 1-:1: ZI- ;:0 Z 1-, ww; ~ 5~ g!!l o!::: ww; :I:u: ~g: Z wen ~F!,=i o! Z '"r'" i o o ;C~~-- 0 17 o o .. 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4,1 4S Thc wct performance mcasurcments on unwl:lathered sheeting shal1 bc conducted in accordance with onc of the following mcthods: (I) The standllrd rainfllll tcst specificd in Fcdera1 Specification LS 300C and the brightncss of thc reflective shecting totlllly wet by rain shall not be less than 90 percent of thc Ilbove values. (2) Smnples shall be submergcd in a tank of clean watcr (approximately 72 P) for a period of 5 minutes. Rcnex-rellective pcrlormllncc of thc sheeting shall be viewcd in a darkcned room by rcflccted light through the surface of thc water or through a transpllrent plane surfacc of thc tllnk Pllrallel to the sample surface. Light source shall be such as a hllnd XOIU4 Upper /llIh Raac/ I'ark Boundar)' WasIl/JIll 37 Sur/aclllg (~ TrqfJlc Ilems (J , ,~, ~~;,,) ',~}E~~1g:~;'~:"':"L~;'Tit;.'" ",10 ~,",,':~~R":"""~r';j" - =~~ to. '---"~""""" i" "( ~';~ ~ ).;'.,j, I o o 32><10: ',- Z < . :1:1- I-ffi a: :::!:, <~ Wu -'0 Uo (/lWj' ff3:1: -' 1-, en u. -0, ~~, C2::i u.<( !!?5 :l:w 1-:1: ZI- j:o Z 1-, wW1 ~51 Uen 0- o!::: Ww' :I:u 1-- !!:b Z wen ~ 3:; 6f-,! Z r o o - ~--:. ,_.~- 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 -- --~ o o .. 2 flashlight held close to the eye. The wet sheeting shall show no apparent loss of reflective performance as compared to dry material. The diffuse day color of the reflective sheeting shall be visually evaluated by comparison with the applicable Highway Color Tolerance Chart. Color comparison shall be made under north daylight or a scientific daylight having a color temperature from 6500 degrees to 7500 degrees Kelvin. Daytime color evaluation shall be illuminated at 45 degrees and viewed at 90 degrees. There shall be no significant color shift when viewed under nighttime (retroreflective) conditions. The reflective sheeting shall have a pre-coated pressure sensitive adhesive (Class I) or a heat-activated adhesive (Class 2) either of which will adhere to flat, clean surfaces without necessity of additional adhesive coats on the reflective sheeting or application surface. Chemical activators shall not be used to activate Class 2 adhesive. The pre-coated adhesive shall be protected by an easily removed liner which, when removed, shall not have a staining effect on the reflective sheeting and shall be mildew resistant. The protective liner attached to the adhesive shall be removable by peeling without soaking in water or other solvents and shall be easily removed after storage for 4 hours at 150 F under weight of 2.5 psi. The sheeting with liner removed, conditioned for 24 hours at 72 F and 50 pcrcent relative humidity, shall be sufficiently flexible to show no cracking when bent around a 1/8 inch diameter mandrel with the adhesive side contacting the mandrel. For ease of testing, talcum powder my be spread on the adhesive to prevent sticking to the mandrel. Thc sheeting surface shall be smooth and flat to facilitate self-cleaning in the min, regular cleaning, and wet performance, and exhibit 85 degrees glossmeter rating of not Icss than 50 when tested in accordance with ASTM 0 523. The sheeting surface shall be readily processed and compatible with transparent and opaque process colors and show no loss of thc color coat with normal handling, cutting, and application. The sheeting shall permit cutting and color processing at temperatures of 60 F to 100 F and 20 to 80 percent RH. The sheeting shllll be heat resistant and pcrmit force curing without staining of unapplicd sheeting at tcmperatures up to 150 F and up to 200 F on applied sheeting. The shceting surfuce shall be solvent resistllnt to permit c1caning by wiping with a clean soft cloth dumpcncd with VM&P Naphtha or mineral spirits. Thc Ildhcsivc shull form a durablc bond to smooth, corrosion and wcathcr resistunt surfllces and pcrmit thc rcflcctivc shccting to adhere securely, 48 hours after Ilppliclltion at tcmpcrnturcs of -30 F to 200 F. Thc adhesive bond shall be sufficient to render thc Ilpplied shccting vandal-rcsistllnt and prcvcnt its shocking off whcn subjectcd to an impnct cnergy of20 ft. Ibs. applied with 11 hcmisphcriclll tippcd object I inch in dillmeter at 0 F. The tcst spccimcn shall bc upp1ied to aluminum backing not less than 0.080 inch thick and having a dimension of not less than 4 inehcs squarc. During tcsting, the specimcn shall bc supportcd on a 3 inch dillmctcr ring. The adhesion tcst shllll bc the sllmc as outlincd in Fcdcral Spccification LS 300C cxccpt that in nddition to tcsting ut room temperuturc, thc adhcsion shull also bc tcstcd lit 0 F and 180 F. ;';012401 Upper 1/011 Rotld I'"rk 811/1/1tltlry W"sllaut 38 Sur/tlelll}: & TrqO/c Items -, =::::' ~:-.- e'{t-'~'<":~': ":~~.;IJ~};;~,,:.,:t?T':" > "~::;;lf , ' .. :"~~ . ~ .;:!' ''''::~~:t~~!U;:' r.-:: ::: :: ~ I ('. I 0 ~:::...~ :.:.~~- '.1 I " o 32 >< I 0 .,~..... 1IllIl.. .- Z < . :cl- I-ffi ~~, Wu -'0 uc (J)w; ffl::r: -'I- CJ)u. ~o! ::E~ (2::::; u.<( !a5 :cw 1-:1: ZI- ;:0 zl- W wI ~ 5'. U(/l 0- c!::: Ww :cu f-- ~b Z wen u- ~ ::tj of-.: Z '01 o (~A~'''_~W ~ ~ o o .. 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3S 36 37 38 39 40 41 42 43 The resistance to accelerated weathering shall be as described in Federal Specification LS300C except the weathering apparatus and procedure shall be in accordance with ASTM G53. The reflective sheeting shall be sufficiently flexible to be cut to shape easily and permit application over, and conform to, moderate shallow embossing characteristic of certain sign borders and symbols. The tensile strength of the sheeting shall be 5 to 20 pounds per square inch width when conditioned for 48 hours in accordance to ASTM D 685 and tested in accordance with ASTM 0 828. Following liner removal, the reflective sheeting shall not shrink more than 1/32 inch in ten minutes nor more than 1/8 inch in 24 hours in any dimension per 9 inch square at 72 F and 50 percent relative humidity. The sheeting, when applied according to manufacturer's recommendations to cleaned and etched .020 inch X 2 inch X 8 inch aluminum, conditioned (24 hours) and tested at 72 F and 50 percent relative humidity, shall be sufficiently flexible to show no cracking when bent around a 3/4 inch diameter mandrel. 9~28.12(1) Application The retlective sheeting shall be applied in the manner specified by the sheeting manufacturer. The applied sign face shall not have bubbles, wrinkles, or foreign material beneath the reflective sheeting. 9-28.12(2) Edge Treatment All cdgcs and splices of rcflcctive sheeting signs shall bc coated with an edge sealer whcn rceommcnded by the mllnufacturer ofthc reflectorizcd sheeting. 9-28.12(3) Spliccs and Color Matching. Splicing of rcflcctivc sheeting shllll not bc pcrmitted on signs or panels with dimcnsions up to and including 48 inches in hcight or width unless thc reflectivc sheeting specified does not come in this width, thcn thc widest width material shall be used. When sheeting joints are requircd, thcy shall be lap-jointed with thc top sheet overlapping the bottom shcct by no less tlllln 3/16 inch. The fabricator shall cndcavor to use the least number of scams possible with thc horizontal Illp prcfcrab1c. Roller Ilpplied or rcverse screencd shceting may bc butt-jointed with joint gap not to cxcccd 1/32 inch. Color matching o(lldjaccnt shcets of rcflectivc sheeting comprising a sign shall bc uccoll1plishcd without u noticeable diffcrcncc in color. No borders shall bc spliccd othcr thun the splice of the tangcnt border to thc corncr rndius. 9-28.13 I>emonntnhlc Prismatic Rcnectorl:t.cd Messnge nnd Borders 44 The 1cttcrs. digils. and ulphabct acccssorics shall consist of cmbossed 0.040 inch thick shcct 4S Illuminull1 framcs conforming 10 ^8TM B 209 gradc 3003-1-114 in which prismatic rcflectors XO /2.'" upp"" /loll Nol/t/Park /lOlli/dory Wa.l'llOlIt 39 SlIrfilel/lR & Trc!fJIc /tems c 0, (,il I tiW~1}'r~-~' l,J,,:r;,;r'; ......... . oil"v ~~ - , ~ -- - ) ~.I 0 ----Ll...~ ,_ I " o 32X 10 _.H ~"""1Ml~i.....( ...IiiMaIlI - - z <(' :1:1- I-ffi ~~. Wu -'0 Uo en WI' li3:1: -'I- en u.' ~o! :::!:~ C2::i u.<C 5!?5 :l:w 1-:1: ZI- j:o Z 1-, WWI ~5'\ Uen 0- o!::: Ww :l:u 1-- !!:b z W(/l u- -:I: bh Z ',>r'. 1 r 1 o o ;C"'.- 0 o o .. I 2 are installed to prevent their displacement in handling or service. Letters in which reflectors are assembled by means of tape are unacceptable. The plastic reflectors face shall be colorless and be entirely smooth to present a water repellent and dirt resistant surface. The area indicating the letter shape that is not reflectorized shall be white for maximum daytime contrast with the sign background. All letters shall be free of any imperfections and shall present a high quality appearance. Demountable prismatic border shall be comprised of a minimum length of2 feet with allowance of one shorter section between each corner radius. Letters shall be fastened to the sign with aluminum screws or blind rivets conforming to ASTM B 209 grade 2024-T4. 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 The coefficient of retroreflection of each reflex reflector intended for use in cutout letters, symbols, and accessories shall be equal to or exceed the following minimum values with measurements made with reflectors spinning. Observation Angle (degrees) Entrance Angle (degrees) Coefficient of Retroreflection Candle Power/Square Inch/Foot Candle 14.0 5.6 0.1 0.1 o 20 Failure to meet the specific minimum values shall constitute failure of the reflector being used. Upon failure of more than two of the 50 samples tested. a resample of 100 reflectors shall be tested. Failure of more than four of these samples shall be cause for rejection of the lot. 9-28.14 Sign Support Structures All sign support structures shall be constructed as shown in the plans. 9-28.14(1) Timber Sign Posts At the Contrllctor's options, timber sign posts Ilnd mileposts shllll be untreated Western cedar, treated Douglas fir, or trellted Hem-fir meeting the grades specified in Section 9-09.2. Douglas fir and Hem-fir posts shall be given a treatment in Ilccordance with Section 9-09.3(4). Preservlltive retention shall be a minimum of 0.40 pounds per cubic foot. Pcnetration shall be a minimum of 3/8 inch or 90 perccnt of sapwood for posts under 5 inches thick and 1/2 inch or 90 percent of sllpwood for posts 5 inches or thicker. S4S finish is not required for unpaintcd posts. 9-28.14(2) Steel Structures and Posts Stecl sign structurcs and posts shall be galvanizcd unless notcd othcrwisc in the plans. Metal surfllces shall not bc pnintcd. Minor fllbricllting and modifications nccessllry for galvanizing will bc allowcd if not dctrimcntal to the end product as dctcrmined by thc Enginccr. If such modifications arc contcmplated, the Contractor sllllll submit to thc Enginccr, lor approval. six ;(012401 Upper I/oh I/aad Pt/rk DO/mdt/I')' Wa.v1101/1 40 Sm:ft/clllg & T/'IrlJlc Item" ~., o.{~ _..A-. iU 10 I " o 32xlO ;'I,.~ Z <( . J:I- I-ffi a: ::;;;~ <(~ Wu ...Jo Uc en ' (/lW wJ: ...JI- (/lu. -0 ~~ <(- fE <i!' !aSi J: ' I-~ ZI- j:O Z 1-, ww; ::;;; ::JI ~cl U(/l 0- O!:: LU w' J:U ~~ Z wen U- i= ~I o Z , :r."."'" o o u (~-o- ..- o o .. copies of the proposed modifications, prior to fabrication. Fabrication and erection shall 2 conform to the applicable requirements of Sections 6-03 and 9-06. 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 9-28.14(3) Aluminum Struetures Welding of aluminum shall be in accordance with Section 1.5 of the "Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals," AASHTO 1994. Aluminum materials shall conform to ASTM B 209 grades as follows: the filler alloy shall be 4043,5365, or 5556 for welding base metals 606101' 6063 to 6061, 6063, 356, or A356. Filler alloy for welding base metal 5086 shall be 5356 or 5556. 9-28.15 Sign Lighting Luminaires Sign lighting luminaires shall have a cast aluminum housing and door assembly with a polyester paint finish. All external bolts, screws, hinges, hinge pins, and door closure mechanisms shall be series 300 grade stainless steel. The housing shall encase a reflector, lamp socket, and ballast. It shall have a front entry (the side facing the sign) suitable for 1/2 inch conduit and mounting holes for attllching to 11 fixture mounting plate. Any additional entries shall have suitable plugs. The sign lighting luminaire shall be supported by a lighting bracket assembly as detailed in the plans. If the sign structure includes a maintenllnce walkway, the luminaire fixture mounting plate shall be bolted to the walkway grating. Condensation drain holes shall be provided as recommended by the manufacturer. The door shall bc hinged to the housing on the side of the fixture away from the sign panel and shall be providcd with two captivc closure devices. The door shall be provided with the means to allow the door to be locked in the open position 70 to 90 degrees from the plane of the door opening. Thc juncture of the door and housing shall be gasketcd to providc a rain tight and dust tightjoinl. Refractors shall bc manufacturcd from hcat rcsistllnt borosilicate glass. The refractor shall be shicldcd so thut no light sourcc is visible from the sign viewing approach. The shic1d shllll be an integral part of the door assembly. When call cd tor in the plans, fixturcs shall bc providcd with a wirc guard to prevent damllge 10 thc rcfractor. The rcflector shull bc mllnufacturcd from one picce polishcd (Alzak or cquul) aluminum. The rcflector shall bc dcsigned so eondcnscd wuter will drllin away. Thc light sourcc shull bc a 175 wult dcluxe phosphor cOlltcd mcrcury vapor Illmp. The lamp sockct shall bc u porcclain cncloscd mogul typc containing intcgral lump grips to ensure c1cctricul eontuct under conditions of normal vibration. Thc ccnter contuct shllll be spring loudcd. The shcllund ccnter contact shllll bc rated for I SOD wults, 600 volls. X0/2N Uppor /loll Iload Park /Jo/llulary /Vaslllllll 41 SlIr/aclllK l~ 1'rlIUlc Items ~. 0, (It.) ...-........... I D .l,.,...~_:,.... ..~ 10 ~~.~ <" . 'i1{t~'},Vi!::':;L: , ~~ -I :}r.:; ,.1 ~~" *ld. M:dl. ~ ~ I e o 32 X I 0 - - t:lM 8IbII pIIII ,- Z <(' :1:1- I-ffi a: :::!:, <(~ Wu -'0 Uo en . enW w:I: -'I- enu. -0 ~~! C2::i u.<( !!.la' :l:w 1-:1: ZI- -0 !z 1-, wW' :::!:~I ~ o~ Uen o- ct::; WW'i ~!:!; ~b! z, ~!!.l i= ~i ~i .I o - o o .. I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Ballasts shall be suitable for operating a 175 watt metal halide lamp and shall conform to the requirements of Section 9-29.9. The crest factor shall remain within a range of 1.6 to 1.8. Ballasts shall have a design life of no less than 100,000 hours. Ballasts shall consist of separate components, each of which shall be capable of being easily replaced. All conductor terminals shall be identified as to the component terminal to which they connect. Heat generating components shall be mounted to use the portion of fixture on which they are mounted as a heat sink. Capacitors shall be separated from heat generating components or thermally shielded to limit the case temperature to 90-C. Each fixture shall be provided with a fusible tenninal block. Fuses shall be 10 amp, 250 volt for 120 volt circuits, and 5 amp, 600 volt for 240 and 480 volt circuits., The primary voltage shall be as indicated in the plans. Photometric performance shall be as follows: The ratio of the maximum to minimum illuminance level on a panel 10 feet high by 16 feet wide shall not numerically exceed 5:1 approaching 1:1. In addition, the illuminance gradient shall not numerically exceed 2: I, illuminance gradient being defined as the ratio of the minimum illuminance of I square foot of panel to that of any adjacent square foot of panel. This performance shall be obtained when the fixture is mounted I foot below the bottom edge of the sign and 5 feet out. The average to minimum uniformity ratio for a panel as dimensioned above shall not numerically exceed 3: 1. Average initial illuminance shall exceed 10 foot-candles for a mercury vapor lamp of 175 watts as specified. I '" o XOI244 Upper /foil Road Park DllImtlnry lI'a.I'!lolIl 42 SlIr!aelllg & TrajJlc flems ,- I Z <(' J:I- I-ffi a:: :::E. <C~ Wu -'0 Uo en ' [{3~1 -'I- (/lu. -0 W> ~!::: a::-' u.<C !:!?5 :X:w I-:x: ZI- j:o Z 1-, ~~, ::;:) o~ U(/l 0- 01:: Ww :X:u 1-- !!:b Z woo u- i= :1:, 0....' Z .r o o (~..- o o .. SPECIAL PROVISIONS 2 3 The following Special Provisions supersede any conflicting provisions of the 1994 Standard 4 Specifications for Road, Bridge, and Municipal Construction adopted in January, 1994, and the 5 foregoing amendments to the Standard Specifications and are made a part of this contract. 6 7 It shall be understood that all references to state officers in the above mentioned standards shall 8 mean the corresponding county offices for the purpose of this contract. For example, all references 9 to Highway Commission shall mean the Board of County Commissioners, and all references to the 10 Director of Highways shall mean the County Engineer. II 12 The term "Engineer" as used in these specifications or in the Standard Specifications, whenever 13 they apply, refers to the County Engineer, Jefferson County, who is in charge of this work or in 14 her absence, the County Engineer's representative. The Engineer may be contacted at the 15 Department of Public Works, in the Post Office Bldg., 1322 Washington Street, Port Townsend, 16 Wa. 98368, Ph. 360-385-9160. 17 18 DESCRIPTION OF WORK 19 20 March 13, 1995 21 This contract provides for the emergency restoration of ""+0.35 miles of County Road Number 22 914207 (Upper Hoh Road) in Jefferson County, M.P. 11.18 to 12.83 by clearing and grubbing, 23 placing culverts, grading, surfacing, paving with asphalt concrete, erosion control, pavement 24 marking, and permanent signing, u+and other work, all in Ilccordance with the attached Contract 25 Plans, these Contract Provisions, and the Standard Specifications. 26 27 RID PROCEDURES AND CONDITIONS 28 29 Preparution of I>roposal 30 Section 1-02.6 is supplementcd with the following: 31 32 Murch 13, 1994 33 Thc sixth parugraph of Section 1-02.6 is supp1ementcd with the following: 34 35 ^ minimum bid of u+ $25.00 ....+ pCI' hour has been cstablished for thc item "Trllffic 36 Coillrol Labor". If the Contractor's bid is less dum the minimum specified amount, thc 37 Contracting Agcncy will unilaterally rcvisc the bid amount to the minimum spccificd 38 amount and rcclllculate thc Contractor's totlll bid amount. The corrcctcd total bid amount 39 will be used by thc Contracting Agency for award purposes and to fix the amount of thc 40 contruct bond. oil 42 .'lIhlle Opcnln~ Of Proposal; 43 Murch 13, 1995 -14 Section 1-02.12 is supplcmcntcd with the following: 45 XOl2N U",wr 1/011 /load Park IJOIlllc!tII)' lVasllfllll 43 SlIrfil<:/alI & TrqO/c Item.. ;.\ I I I I 1 I i I ~ ~ ~ (..,',", ",," ".~~i!r',":"'''': V'... ~.+~'"fJ/1. ;;,i.>:',~i,';,~,:\ ~ .. .., ~~ ..;.::..= ! ll', ':)', . "l'~ ~ '..~ '10 .' ,.." l' .. "," ....." .. ~.. ., "', .... .' ....".. ~ .. .' .. &~~~= ~;..;.,_.L tIlA..~jJli LJI ~ltl. " o 32>- C25 u.<( !!la :l:w 1-:1: ZI- -0 !zl- ww ~5'\ Uen 0- Cl!::: Ww :I:u 1-- !!:b z wen u- -:I: b..... Z ~r' o o o o .. Date Of Opening Bids 2 Sealed bids will be received at the following location before the specified time: 3 4 Jefferson County Commissioners Office 5 1820 Jefferson Street 6 P.O. Box 1220 7 Port Townsend, Wa. 98368 8 9 The bid opening date for this project shall be April 22 1996 .The bids will be publicly 10 opened and read after 11 :25 A.M. on this date. II 12 AWARD AND EXECUTION OF CONTRACT 13 14 Consideration of Bids 15 July 31, 1995 16 Section 1-03.3 is revised as follows:: 17 18 Revision in the section referring to "20 calendar days" shall be changed to "5 calendar days". 19 20 CONTROL OF WORK 21 22 Coopcration With Other Contractors 23 March 13, 1995 24 Section 1-05.14 is supplemented with the following: 25 26 Other Contracts Or Othcr Work 27 It is Ilnticipated that the following work adjacent to or within the limits of this project will be 28 performcd by others during the course of this project and will require coordination of work: 29 Placcmcnt of utilities (electrical and communiclltion). 30 31 CONTROL OF MATERIALS 32 33 Foreign MlIdc MlIterials 34 Section I -06.5 is supplcmented with the following: 35 36 March 13,1995 37 The major qUllntitics of stcel and iron construction material that is permanently incorporated 38 into the project shall consist of Americlln-mllde materials only. 39 I. 40 41 42 43 44 45 The Contractor may utilize minor amounts of foreign stcel and iron in this projcct providcd the cost of the foreign mllterialused does not cxcced onc-tenth of onc percent of the total contrnct cost or $2.500.00 . whichcvcr is greater. Amcriclln-mlldc material is defined as mllteria( having 1111 manufllcturing proccsses occur in the Unitcd Statcs, The action of applying n coating to stcel or iron is dcemcd a manufacturing )(0/24-1 Upper 1/0/' Road Park 8aulldary Wasllo/ll 44 S/lr/aclllg & TrqO/e Ilellu .c~"-o -_.'--:'-~'_ ~ ~= r- ~- = -- .; '::-::~ _.~ ~~:~.~!~ (~l~"j,~;j~~;!.'::'::,~:~_'i.':. "~!.:~~~ 0, r' I >'ic '~ ~...., - " o 32Xl D 1iiMtt1l~"~: ~ ~,'':;'';';''..~ v- l,,~ z <( . :1:1- I-ffi a: :::!:, i'i1~ -,u uO en ~; en :1:1 ~I- enu. -0, W>1 :::!: 1-: <- a:-' u.<( ~5 :l:w 1-:1: ZI- j:O Z t-', ~~J ~o, U(/l 0- o!::: Ww :l:u ~~ Z wen u- i= :1:, o t-, Z ;r' o o .~_..~- Co o o .. 2 process. Coating includes epoxy coating, galvanizing, aluminizing, painting, and any other coating that protects or enhances the value of steel or iron. Any process from the original reduction from ore to the finished product constitutes a manufacturing process for iron. The following are considered to be steel manufacturing processes: 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 '14 '15 1. Production of steel by any of the following processes: a. Open hearth furnace. b. Basic oxygen. c. Electric furnace. d. Direct reduction. 2. Rolling, heat treating, and any other similar processing. 3, Fabrication of the products. 11. Spinning wire into cable or strand. b. Corrugating and rolling into culverts. c. Shop fabrication. A certification of materials origin will be required for any items comprised of, or containing, steel or iron construction materials prior to such items being incorporated into the permanent work. Thc certification shall be on DOT Form 350-109 provided by the Engineer, or such other form the Contractor chooses, provided it contllins the same information IlS DOT Form 350-109. LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC Laws to be observed Section 1-07.1 is supplcmented with the following: Murch 13,1995 Prevention Of Environmental Poll lit ion And Preservation Of Public Natural Resourees The Contractor shllll comply with the following environmental provisions which are made a part of thc contract documents. A copy of the environmentlll provisions arc availllble to thc Contractor Ilt the Projcct Enginccr's officc. II' the Contractor's opcrlltions involvc work outsidc thc Ilrclls covcred by thc lollowing cnvironmcntal provisions, thc Contractor shllll advisc the Enginccr and request II list of 1111 lIuditionlll cnvironmcntal provisions covcring thc arca involvcd. A copy of all Ildditionlll cnvironmcntal provisions is also IIvllilable to thc Contrnctor at thc Project Enginecr's office. XOIU.f UPI','r 1/011 !load I'(/I'k nO/lilt/ill:!' Wa.vho/l/ 45 Sm:fae/IlK & TrqfJIe I/em,v -..-...-, L G~ " '. ..(,,, "":1, , , ,,'~ """;:','~:~f,~~:~rx:;, ,.' ,"., .:.'.,.' ",<~~~"''''';'!'lt~!:i~'ji,'G"t ~',~ ~;'i.",'i;','~'" 11 11 .Aka ..~ - ~i...llt ~...;,,~....~. .I~ 10 rl'l""~~ '-- ...:~" , - I a o 32Xlo .Illl1t1l6li_-"'~" 'C1 v- ,- Z <( . J:I- I-ffi ~~, Wu -'0 Uc t/)wl' fflJ: -'l- t/) u.' -0 :g ~: ~::::; u.<( !as J:w I-J: ZI- ;:,0 Z 1-, wwJ ~5': U(/l O- Ct: Ww J: U' 1-- !!:b Z wu) u- -J: bI- Z ,r ( " o o C~. 0 o o .. Regulation I Olympic Air Pollution Control Authority 2 State Taxes 4 5 March 13, 1995 6 The work on this contract is to be performed upon lands whose ownership obligates the 7 Contractor to pay Sales tax. The provisions of Section 1-07.2( I) apply. 8 9 Fish And Wildlife, And Ecology Regulations 10 Section 1-07.5(2) is supplemented with the following: II 12 March 13, 1995 13 State Departments ofFish And Wildlife 14 The Contracting Agency has obtained a Hydraulic Project Approval (HPA) for this project 15 and the Contractor shall comply with all provisions of this approval. All contracts with the 16 Department of Fish And Wildlife concerning this approval shall be through the Engineer. 17 The provisions of the approval are as follows: 18 19 Note: This Hydraulic Project Approval (HPA) is a modification and time extension of 20 the emergency verbal HPA issued by Dave Gufler on November 7, 1995, and last 21 modified on January 10, 1006. This HPA supersedes all previous HPAs and 22 modifications for this project. 23 24 I. Additional Timing Limitations: Installation of the bank protection may begin 25 immedilltcly and shllll be completed by August 31, 1996. Revegetation, per Provision 26 II, shall be completcd by no later than October 15, 1996, and shall be monitored 27 through October 15, 1999. 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 2. Work shall be accomplishcd per plans and specifications entitled, "Upper Hoh Road, County road Project X01244, "submitted to Washington Department of Fish and Wildlife (WDFW) on Fcbruary 5, 1996, except as modified by this HP A. These plans reflect design criteria per Chapter 220-11 0 WAC. A copy of these plllns shall be availablc on site: during construction. 3. Barbs shllll all extend into the strellm chllnnel a minimum of 50 feet, as shown in the above referenced pllln. 4. Cabled trees shall, IlS shown in the above refQrenced plan, be conifer trees at Icast 24 inches at thc butt end, with branches still attached. 5. No stnnding trces shllll be removed from the strcam bnnk. 6. The toe shall bc installcd to protect the intcgrity ofbllnk protcctlon material. .':0/244 Uppel'//oh Raad Park nOlIllt!ary WmluJl/t ,16 SlIr/acllll1 & 'fI"IOlc Items ~ -==.' 0<' ) ""'J" '~~"" i"~I~rl;[~~(,F't', ':: "\'r, :,::;:;l~r,f,'i,\!,c';j" '\'lr~.~;'i'tlt.:':~:'~"."" ;..".. A-. ,[ . T 10 I ! I I a o 32 X 10 r .- z <(' :1:1- I-ffi c:r: ::!:. <(~ Wu -'0 uo en ' en w] w:I: -' 1-, enu. -0 w>-! :::!: I- i C2::i u.< !!!5' :l:w 1-:1: ZI- ~~, w w~ :::!: ~J ~o, Uen 0- o!::: Ww' :l:u I- i=1 !!:O' Z W(/l u- i= ~i o .. Z :r'" " I , o o \" .C' - o o .. 7. Bank sloping shall be accomplished in a manner that avoids release of overburden 2 material into the water. Overburden material resulting from the project shall be 3 deposited so it will not reenter the water 4 5 8. Bank protection material shall be clean, angular rock and shall be installed to 6 withstand 100-year peak flows. River gravels or other round cobbles shall not be used 7 as exterior armor. 8 9 9. Bank protection material shall be placed from the bank. Dumping onto the bank 10 face shall be permitted only if the toe is established and the material can be confined to II the bank face. 12 13 10. Fish habitat components, such as groins, tree cable bank protection, logs, stumps, 14 and/or large boulders, are required as part of the bank protection project to mitigate 15 project impacts. These fish habitat components shall be installed to withstand 100- 16 year peak flows. 17 18 II. Alteration or disturbance of the bank and bank vegetation shall be limited to that 19 necessary to construct the project. Within seven calendar days of project completion, 20 all disturbed areas shall be protected from erosion using vegetation or other means. 21 Within one year of project completion, the banks, including riprap areas, shall be 22 revegetated with native or other approved woody species. Vegetative cuttings shall be 23 planted at a maximum interval of three feet (on center) and maintained as necessary 24 for three years to ensure 80 percent survival. 25 26 Loclltion: Hoh River at the entrance to ONP. 27 28 This Hydraulic Project Approval is not a permit for work in material sources or disposal 29 sites not provided in the contract. 30 31 Work within the area covcred by this Hydraulic Project Approval shall be performed 32 betwecn the datcs of immediately and October 15, 1996. 33 34 Section 1-07.5(3) is supplcmented with the following: 35 36 Load Limits 37 Scction ]-07.7 is supplemented with the following: 38 39 Mnreh 13, 1995 40 If the sourccs of materials provided by the Contractor nccessitlltes hauling over roads othcr 41 thlln State Highways, thc Contractor Shllll, at the Contractor's expense, make all arrnngements 42 for thc usc ofthc haul routcs. 43 44 Wnges 45 Gencrnl :<01240/ Upper I/oh Road Park BOlli/dory WasllO/l1 S/lr/acl/lg & TrqfJ1c I/ellls 47 -. prd= "', f)~ (~,~S:~~iJCi:'.':):'\l';'::' ',..It,,; ...":' .i.;.I'ii&1~;~ . "JtUIL' .r~ o ~:.. "'" I - ~ . ,~ .~.)," 10 ~::~~__.__:L I 1 "~';"_ll--" "'~;.... ~ a o , 32X 10 I_.IltI..llI...... v- I;~ Z <(' :1:1- I-ffi ~~. Wu -'0 Uo enw l:3:I: -'I- en u.' -0, W ' :E> C2~ u.<( 5!25 :l:w 1-:1: ZI- j:o :z 1-, wW1 ~ 51 U(/l 0- o!::: Ww :l:u 1-- !!:b Z wen u- -~i b....: Z ,r'" o o \, 'c-'c;_.= 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 -13 44 0\5 ~ o o .. Section 1-07.9(1) is supplemented with the following: 2 March 13, 1995 The Federal wage rates incorporated in this contract have been established by the Secretary of Labor under United States Department of Labor Decision No. WA950001. Equal Employment Opportunity Responsibilities Section 1-07.11 is supplemented with the following: March 13, 1995 Requirement For Affirmative Action to Ensure Equal Employment Opportunity (Executive Order 11246) I. The Contractor's attention is called to the Equal Opportunity Clause and the Standard Federal Equal Employment Opportunity Construction Contract Specifications set forth herein. 2, The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate work force in each construction craft and in each trade on all construction work in the covered area, are as follows: Women - Statewide Timetable Goal Until further notice 6.9% Minorities - by Standard Metropolitan Statistical Area (SMSA) Spokane, W A: SMSA Counties: Spokane, W A 2.8 W A Spokanc. Non-SMSA Counties 3.0 W A Adllms; W A Asotin; W A Columbia; W A Fcrry; W A Garfield; W A Lincoln, W A Pcnd Oreille; W A Stevens; W A Whitman. Richland, W A SMSA Counties: Richlnnd Kcnncwick, WA 5,4 W A Benton; W A Franklin. Non-SMSA Countics 3.6 W A Walla Wnlla. Yllkimn, WA: SMSA Countics: Yllkimn, WA 9.7 .\'OIU4 Upper lIoh Rood Park nOlll/dm,' Wtl.l1101I1 Sllr/a<'III~ & TrqO/c Items 48 ~ }) ~:;) H' ,~ ,", ,",:\;, ~'" ! lIL_ l.lJlfLJ I e o 32.xl D r :;~ z <(' :1:1- ....ffi c:r:~, <(~ Wu -'0 Uo en ' ffi~1 -' 1-' enu. ~Ol :::!:~, C2::i u.< !as :l:w 1-:1: Zl- j:o zl- ww ~ 5~ U(/l 0- o!:: Ww :l:u 1-- !!:b Z W(/l u- -:I:, bI- Z ,r'- o o ~ (~~~_...- o o .. 2 WA Yakima. Non-SMSA Counties 7.2 W A Chelan; W A Douglas; W A Grant; W A Kittitas; W A Okanogan. 4 5 6 7 8 9 10 II 12 I3 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 .14 .15 Seattle, W A: SMSA Counties: Seattle Everett, WA 7.2 WAKing; W A Snohomish. Tacoma, W A 6.2 W A Pierce. Non-SMSA Counties 6.1 W A Clallam; W A Grays Harbor; W A Island; W A Jefferson; W A Kitsap; W A Lewis; W A Mason; W A Pacific; W A San Juan; W A Skagit; W A Thurston; W A Whatcom. 1 j I r I, Portland, OR: SMSA Counties: Portland,OR-WA 4.5 W A Clark. Non-SMSA Counties 3.8 W A Cowlitz; W A Klickitat; W A Skamania; W A Wahkiakum. These goals are applicable to each nonexempt Contractor's total on-site construction workforce, regardless of whether or not part of that workforce is performing work on a Federal. fcderally assisted or nonfederlllly re1atcd project, contract or subcontract until further notice. Thc Contractor's compliance with the Executivc Order and thc rcgullltions in 41 CFR Part 60-4 shall be bascd on its implementation of the Equlll Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 4) CFR 60-4.3(a), Ilnd its efforts to mcet the goals. The hours of minority and lcmale cmployment and training must bc substantially uniform throughout the Icngth of thc contrnct, in each construction crllft and in cach tradc, and the Contrnctor shall make a good faith effort to cmploy minoritics ll11d womcn cvenly on each of its projccts. The transfer of minority or femllle cmployccs or trninces from Contractor to Contractor or from projcct to projcct for the solc purposc of mccting the Contractor's goal shall bc 11 viollltion of the contrllct, thc Exccutive Order and thc regulations in 41 CFR Part 60-4. Compliance with thc gOllls will be mcasurcd Ilgainsl the total work hours pcrformcd. 3. Thc Contrnctor shall providc written notification to thc Enginccr within 10 working days of' award of un>, construction subcontract in cxccss of $10,000 at any ticr for eonstruction work under the conlrnct rcsulting from this solicitation. Thc noli ficution shall list thc nllmc, uddrcss Ilnd telephonc number of thc subcontractor; cmploycr identification llumbcl' of'thc subcontractor; cstimlltcd dollar mnount ofthc subcontrllct; cstimlltcd starting .\'0I2.f.1 49 IJpI'e/'lIail lIol/tll'l//'k /Jmmdl/I',l' Wo"lw/l1 S/lr/aclllli & TrqO/c Ilem,f .~~-~ '.~._-=~~~:_-=" I ,.C) 10 ~... -::--.~ ..:. ~ 1111 o (J~~ ' ';':;':::':;~~1,0Z;'~{;~~~;::: ~,;'::j:rr~::'."::,... ','.. ',.., ,.'",' ""'. .< ')." ',' v,~'o',";';":' '..._ ,.,.:,.., '-1.:_:'.'..' .., '. _;.. ,. ; ,': ,.... ,"" .,-:' , '-MJItJ.......~~... ..J......... I lJlillll1 o o 3~ Xt[ ,- z <:. :1:1- I-ffi a: ::E, <(~ Wu -'0 Uo enw ~:r; -'I- enu. -0, w ' :::!:~ C2::i u.<( ~5 :l:w 1-:1: ZI- j:o zl- ww, :::!:~' ~o\ U(/l 0- o!::: Ww, :l:u 1-- !!:b z W(/l u- i=~ o z ,r' o o 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 IS 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 4ll 41 42 43 .1.' 45 - o o .. and completion dates of the subcontract; and the geographical area in which the contract is to be performed. 4. As used in this Notice, and in the contract resulting from this solicitation, the Covered Area is as designated herein. Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) I. As used in these specifications: 11. Covered Area means the geographical area described in the solicitation from which this contract resulted; b. Director means Director, Office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. Employer Identification Number means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U. S. Treasury Department Form 941; d. Minority includes: (I)Black, a person having origins in any of the Black Racial Groups of Africa. (2)Hispanic, a fluent Spanish speaking, Spanish surnamed person of Mexican, Puerto Rican, Cublln, Centrlll Americlln, South American, or other Spanish origin. (3)Asian or Pilei fie Islander, a person having origins in any of the original peoples of the Pacific rim or the Pacific Islllnds, the Hawaiian Islands and Samoll. (4)Americlln Indian or Alaskan Native, a person having origins in any of the original peoples of North Americll, Ilnd who maintuin cultural identification through tribul affiliation or community recognition. 2. Whcncvcr thc Contrllctor, or Ilny Subcontractor at any ticr, subcontructs a portion of the work involving any construction tradc, it shall physically include in ellch subcontract in cxccss of $1 0,000 thc provisions of thcsc spccifications and thc Notice which contains the applicablc goals for minority and fcmalc participation and which is set forth in thc solicitutions Ii'om which this contract rcsultcd. 3. Il'the Contractor is participating (pursuant to 41 CFR 60-4.5) in u Homctown Plun upproved by thc U.S. Depllrll1lcnt of Labor in the covcrcd urcll cither individually or .\'01244 Upper 11011 !?o(/(II'''I'k nOll/ul"", WmllOlIl 50 SIl~/ilCllIg,~ Trtiffla Ilem" (=._~- -~- .-. ~. Ll~ . ~~ ~:.-... .. ~~::... ,~ ~. ~ bOi~; o {:> :::';j;C~\:" "., " :L ,:",. "1(""'..'11"""" ,'," , ;u.~u.~.t~ ~ :.:.~,;: ~~:~~~:--~7 . i il i [ .~; ,. /'.',;-'\ t':l, 10 -.: I. ~ ~~ ~~~.;., Ill_'"""''''' I a o 32 X 10 ". - --- --..-- IIl\taIiI; I ,- z <(' :1:1- I-ffi c:r: :::!:. L5~ -,u uO enCl enw w:l: -'I- en u.' -0 ~~! C2::i u.< SQ5 :l:w 1-:1: ZI- j:o Z 1-, wW1 ~51 U(/l 0- o!:: Wwi :l:u 1-- !!:b Z W(/l u- i=~ o z :r'" o o (~~--;-- 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 .10 41 42 43 .1.1 45 ,- o o .. through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating in the Plan. Contractors must be able to demonstrate their participation in and compliance with the provisions of any such Hometown Plan. Each Contractor or Subcontractor participating in an approved Plan is individually required to comply with its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which it has employees. The overall good faith performance by other Contractors or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to take good faith effort to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards provided in paragraphs 7a through 7p of this Special Provision. The goals set forth in the solicitation from which this contract resulted are expressed as percentages of the total hours of employment and training of minority and female utilization. the Contractor should reasonably be able to achieve in each construction trade in which it has employees in the covered area. Covered construction contractors performing construction work in geographiclll areas where they do not have a Federal or federally assisted construction contract shall apply the minority and female goals established for the geographical arca where thc work is being performed. The Contractor is expected to make substantially uniform progress in meeting its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, nor the failure by a union with whom the Contractor has a collective bargaining agreement, to refer cither minorities 01' women shall cxcuse the Contractor's obligations under these specifications, Exccutive Order 11246, or the regullltions promulgated pursuant thereto. 6. In order for thc nonworking training hours of apprentices and trainecs to be counted in mccting thc goals, such apprentices and trainecs must be employed by thc Contractor during thc tmining period, and thc Contractor must have made a commitmcnt to employ the apprcnticcs and trainces at the completion of their training, subject to thc availllbility of employment opportunities. Trainees must bc trained pursuant to training programs approved by the U.S. Department of Labor. 7. Thc Contractor shall t1'lxe spccific affirmlltivc actions to ensure equal employmcnt opportunity. The evalulltion ofthc Contractor's compliance with thcse specificlltions shllll bc bllscd upon its cffort to achieve mllximum results from its Ilction. The Contrnctor shllll documcnt thcsc cfforts fully, and shall implement affirmative action steps lit least as cxtcnsivc as the following: l\, Ensure l\nd maintain a working cnvironmcnt frec of harassmcnt, intimidation. l\nd coercion at all sitcs. l\nd in all facilitics at which thc Contmctor's cmployccs arc l\ssigncd to work. The Contractor. wherc possiblc. willl\ssign two or morc womcn to cach construction project. Thc Contmctor shall spccifically cnsurc thl\t all forcmen, supcrintcndents, IIno othcr on-site supcrvisory personncl are Ilwarc of' l\nd carry out the .\'01244 Upper /loll /load Park /101mclO/;I' II'aslwal SI SlIr/acll1K & 7l't!fllc Item.. ~'" o (":',,.~ ':":~.:':1l:~';(:7:~ J<. . :JI ',"," , .'.,,,,,'1'''''.'."'''' '"I''' . ~~.J. r" 4_ ....;.;.~.~ ~.............~. """.,-.;., ~~._,c~..c t" >> .~. 10 .;." I (;) o 32Xlo ""~'" .'~ 'l~ ~~.~ ....J ~ -...... ,- I z <( . :1:1- I-ffi ~~, Wu -'0 Uo en wi ~~! enu. ;:;:;0, :::!:~ <(- a:-' u.<( (/l~ _0 :l:w 1-:1: ZI- j:o zl- wW1 ~5'\ Uen 0- o!::: Ww :l:u ~13 Z wen U- -:I: b.... Z ',"'" o o C~- o o .. 2 3 Contractor's obligation to maintain such a working environment, with specific attention to minority or female individuals working at such sites or in such facilities. 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 b. Establish and maintain a current list of minority and female recruitment sources, provide written notification to minority and female recruitment sources and to community organizations when the Contractor or its unions have employment opportunities available, and maintain a record of the organizations' responses. c. Maintain a current file of the names, addresses and telephone numbers of each minority and female off-the-street applicant and minority or female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented in the file with the reason therefor, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, or when the Contractor has other information that the union referral process has impeded the Contractor's efforts to meet its obligations. 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 .13 44 e. Develop on-the-job training opportunity and/or participate in training programs for the area which expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded or approved by the U.S. Department of Labor. The Contractor shall provide notice of these programs to the sources compiled under 7b above. f. Disscminatc the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting thcir cooperation in assisting thc Contractor in meeting its EEO obligations; by including it in any policy mllnual and collective bargaining agrecment; by publicizing it in the company newspapcr, annual rcport, etc.; by spccific rcvicw of the policy with all manllgement personnel and with all minority and female employces at least once a ycar; and by posting the company EEO policy on bullctin boards accessiblc to all employees at cach location wherc construction work is pcrformcd. g. Rcvicw, at lellst annually, thc company's EEO policy and Ilffirmativc Ilction obligations undcr thcsc spccifications with all employees having Ilny rcsponsibility for hiring, assignmcnt, layoff, terminlltion or othcr employmcnt decisions including spcci lie revicw of thcsc items with on-site supervisory personncl such IlS Supcrintcndents, Gcncral Foremcn, ctc., prior to thc initiation of construction work at any job sitc. ^ written rccord shall be madc IInd mllintllincd idcntifying thc time IInd XOI244 Upper 11011 Road Pork BOlllldor)' /Voshalll S2 SlIIfaolllR & TrqfJlc lIem.. r ~rpo {~~~",::r~3:i:~~:(:':,.";,.~ "h-.",_ I : .' ~,t,~-,' '. 10 - I (;) o 32 xl 0 \ ,- Z <(' :1:1- I-ffi ~~, Wu -'0 Uc ffi~ -'I- tJ) u. ' -0, W , :::!:~, C2::i u.<( SQ5 :l:w 1-:1: ZI- j:o Z 1-, WWj ~5\ U(/l 0- o!::: Ww :l:u ~~ z ill(/) u- -:I: b.... Z ,r'm i . o o ~ I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 coo" ~_..._-- 1l&1..IIlMIiil ~~ ~. u- o o .. place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter, h. Disseminate the Contractor's EEO policy externally by including it in any advertising in the news media, specifically including minority and female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and Subcontractors with whom the Contractor does or anticipates doing business. i. Direct its recruitment efforts, both oral and written to minority, female and community organizations, to schools with minority and female students and to minority and female recruitment and training organizations serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptunce of applications for apprenticeship or other training by any recruitment source, the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures, and tests to be used in the selection process. j. Encourage present minority and female employees to recruit other minority persons and women and where reasonable, provide after school, summer and vacation employment to minority and female youth both on the site and in other areas of a Contractor's work forcc, k. Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3. I. Conduct, at least annually, an inventory and cvaluation of all minority and fema1c personncl for promotional opportunities and encourage these employees to seek or to prcpare for, through appropriate training, etc" such opportunities, m. Ensure that seniority practiccs, job classifications, work assignments and other pcrsonnel practices, do not have a discriminatory effect by continually monitoring 1111 pcrsonncl and employmcnt relatcd activities to ensurc that the EEO policy and the Contrnctor's obligutions under these spccifications are being carried out. n, Ensurc that all fllcilitics and company activitics arc nonsegrcgatcd cxcept that scparatc or single-user toilct and neccssary changing facilitics shllll bc providcd to nssurc pri vncy bctwcen thc sexes, 0, Documcnt and mnintain a rccord of all solicitations of offcrs for subcontracts from minority und fcmale construction contrnctors and suppliers, including circulation of solicitutions to minority and fcmllle contractor associations and othcr business nssocilltions, ;(o/u./ U"",'r I/o/r I/oael Park nOlllldm,' Wa.v1101I1 53 Sllr/aclll~ & TrqfJlc lIems ,,"'n\\'lJ,\ll"ill;'-;~"?'" '.' '0, . ",.. II ,;:'~,'<::;:{~'#;:\~~;i~i~~,~(.~:"~::.:r;',;\:.":';">:':":"':'\:""'":,':::"',:_;~:':._'::':(~"') " ',; ,'-', 0, ".... " " ,",", ',_ ',_ ," , 'C:~~ ~~.- ~ ! ~'"-~:_~'~~_~ _~~~___ ____Mtml.oiiL': :::-= ?'~:~ ~;";:;"";';'~,," ".'."...,~' ......~ ~~ ~:.: '~~b.dL A"':"_~ . - I () o " I ..32XIO.J "~~"'Y"' '-', ''';..~ r ,- z <(' :1:1- I-ffi ~~, Wu -'0 Uc rJ) , ffi ~i -' 1-' tJ) u.' -0, w ' :::!:> C2~ u.<( SQ5 :l:w 1-:1: :2:1- j:o zl- ww, :::!:~,: ~O\ U(/l 0- Cl!::: Ww :l:U ~t3 z wen U- i= :1:, 01-: Z ;P'" o o 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 "" dA1litJLI (~_-.- ~ o o .. 2 p. Conduct a review, at least annually, of all supervisors' adherence to and performance under the Contractor's EEO policies and affirmative action obligations. 3 8. Contractors are encouraged to participate in voluntary associations which assist in fultilling one or more of their affirmative action obligations (7a through 7p). The efforts of a contractor association, joint contractor-union, contractor-community, or other similar group of which the Contractor is a member and participant, may be asserted as fulfilling anyone or more of the obligations under 7a through 7p of this Special Provision provided that the Contractor actively participates in the group, makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensure that the concrete benefits of the program are reflected in the Contractor's minority and female work-force participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrate the effectivencss of actions taken on behalf of the Contractor. The obligation to comply, however, is the Contractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. 9. A single goal for minorities and a separate single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and nonminority. Consequently, the Contractor may be in violation of the Executive Order if a particular group is employed in substantially disparate manner (for eXllmplc. even though the Contractor has achieved its goals for women generally, the Contractor may be in violation of the Executive Order if a specific minority group of women is underutilized). 10. The Contractor shall not use the goals and timetables or affirmativc action standards to discriminatc against Ilny person bccause of rnce, color, religion, sex, or national origin. II. Thc Contractor shall not cntcr into any subcontrnct with any pcrson or firm dcbarrcd from Government contracts pursuant to Executive Order] 1246. 12. Thc Contructor shall carry out such sanctions and pcnaltics for viollltion of thesc spccificlltions and of thc Equal Opportunity Clause, including suspcnsions, terminations Ilnd cancelllltions of existing subcontracts as may bc imposcd or ordcrcd pursuant to Exccutivc Order 11246, as amendcd, and its implementing regulations by thc Officc of I'cdcrn1 Contract Compliancc Programs. Any Contructor who fails to carry out such sunctions and pcnaltics shall bc in violation of thesc spccificutions Ilnd Executive Ordcr 11246. us amendcd. 13. The Contractor. in fulfilling its obligations undcr thcse specificlltions, shall imp1cment specilic uffirmutive uction stcps, at Icast us extensive us thosc stundards prcscribed in pllrngrnph 7 of this Spccilll Provision. so as to achicvc muximum results from its efforts to ensurc equnl employmcnt opportunity. If the Contractor fails to comply with thc .\'012-14 Upper 11011 II0ad !'ork IJo/llular)' Wmlmlll 54 S"rjil,'11I1i & TrofJlc Items ( e ',;) ~ ................'~!....... . - 'v~'r'rl~~;\?'~-< , ., '~,JI' -'c ..:..A. ,-,.., ..... - ~. ..- ........_-~ ....:::tali t.......IllL i ~ "." . I 10 4~r - I G o 32 X I 0 L 1l.m11lMM ,- Z <(' :1:1- I-ffi ~~. Wu -'0 Uc [l~ -'I- en u. -0 w I :::!:~ C2::i u.< SQ5 :l:w I-:z: ZI- j:o Z 1-, :E ~I ~o; U(/l 0- o!::: Ww :l:u' 1-- !!:b z W(/l ~~i o Z ,r , o o ,(:-:'0 ':':"":-:-:- 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 o o .. 2 requirements of the Executive Order, the implementing regulations, or these specifications, the Director shall proceed in accordance with 41 CFR 60-4.8. 14. The Contractor shall designate a responsible official to monitor all employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the government and to keep records. Records shall at least include, for each employee, their name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, apprentice, trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and locations at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, the Contractors will not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of compliance or upon the application of requirements for the hiring of local or other area residents (e.g., those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program). Disadvantaged Business Enterprise Participation (DBE) April 24, 1995 General Rcquircmcnts for Rccipients For the purpose of this section (General Requirements for Recipients) the following definitions apply: a. Recipicnt means any entity, public or private, to whom DOT financial assistance is cxtendcd directly or through another recipient. b. DOT means the U. S. Dcpartment of Transportation including its operating elcments. c. Contrllctor means one who participates through a contract or subcontract and includes lessees. Thc following is quotcd from the United States Code of Regulations 49 CFR Part 23.45. a. Ellch recipicnt shall agrcc to abide by the stntemcnts in paragrllphs (I) and (2) bclow this section. Thcse statcments shall be includcd in thc rccipicnt's DOT linancinl assistancc agrccment and in nil subsequcnt agrccmcnts bctwcen the rccipicnt und Ilny sub-rccipicnt und in all subscquent DOT ussisted contracts between rccipicnts or sub-rccipients and any Contractor. .\'012-1-1 UPIIl!/' 1/011 Rood I'ark IJolllulor)' 11'0.\'110/11 5S Sur/acllf~ & Traffle Ilem.f ~. - ; __~": g ,.:';::';i;:~~~: :~~ ~, .. ..... (',> 10 1 : "';;;';~ .: .;.._. I o o 32 X 10 ,- z <(' :1:1- 1-i:5 ~~. Wu -'0 Uo en ' ~~I -' 1-' enu. ~Oi :::!:~ C2::i u.<( SQa :l:w I-J: zt- j:o z 1-, ~~l :::::)0'1, U(/l 0- o!:: Ww :l:u ~[3 z wen U- i= J:, 01-, Z .r" o o .(~'" -0-----.. o o .. I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 -14 -IS (I) Policy It is the policy of the U.S. Department of Transportation that Disadvantaged Businesses as defined in 49 CFR Part 23 shall have the maximum opportunity to participate in the performance of contracts financed in whole or in part with Federal funds under this agreement. Consequently the DBE requirements of 49 CFR Part 23 apply to this agreement. (2) DBE Obligation The recipient or its Contractor agrees to ensure Disadvantaged owned Businesses as defined in 49 CFR Part 23 have the maximum opportunity to participate in the performance of contracts and subcontracts financed in whole or in part with Federal funds provided under this agreement. In this regard all recipients or Contractors shall take all necessary and reasonable steps in accordance with 49 CFR Part 23 to ensure DBEs have the maximum opportunity to compete for and perform contracts. Recipients and their Contractors shall not discriminate on the basis of race, color, national origin, or sex in the award and performance of DOT assisted contracts. The DBE Policy Statement and DBE Obligation cited above shall be made a part of all subcontracts and agreements entered into as a result of this contract. Definitions When referred to in this contract, the terms Disadvantaged Business Enterprise (DBE), shall be construed to have the following meaning: Disadvantaged business means a small business concern: Ca) Which is at least 51 percent owned by one or more socially and cconomically disadvantaged individuals, or, in the cllse of any publicly owned business, at least 51 percent of the stock of which is owned by one or more socially and economically disadvantaged individuals; and (b) whose managcment and daily business operations are controlled by one or morc of the socially and economically disadvllntaged individuals who own it. Small business concern means a small business as defined pursuant to scction 3 of the Small Busincss Act (15 V.S.C. 632) and relevant regullltions promulgated pursuant thcrcto (sec 13 CFR Part 121), cxccpt that a small busincss conccrn shall not include any conccrn or group of concerns controlled by thc samc socilllly and ceo nomic ally disadvantagcd individual(s) which has Ilnnual averagc gross rcceipts in cxcess of $16,600,000 over the business's previous three fiselll years. Socially Ilnd economically disadvantaged individuals means those individuals who Ilrc citizens of the United States (or lawfully admitted permanent residents) and who arc Blllck Americans, Hispanic Americans, Native Americans, Asian-Pacific Americans, or Asian-Indian Americans and any other minoritics or individuals found to be disadvantaged by the Smull Busincss Administration pursullnt to XOl2o/o/ Upper II"h Hol/tll'ark /Jml/ltlary /Va-V/lllllt 56 SlIrfilclllR & Traf]/c Ilem,v ...- -,' f)'{~ri) ~'-'~ ,,' ~.....iiiWdill J ~'. <'],::,IJ~~W,t~ET'~r;;\" , ',H;~ :~~"7~':!j:ti~'T)\~:'~'::i:~t: "&a~~AMtiM.lI-- ,,,,,.t'. ....10 ."" ,'." . 32.x1D '1.~..l~~~~u....IitB.."jJL1_JJIBl ,",'K~ M~J~II"" ~, J.4. r:.... iIMii ~~-'.:.dbili..& '- M- - _ i I a o .- z <(' :1:1- I-ffi ~~. Wu -'0 Uo en wI' ffi:l: -'I- en u.' -0 :g ~! C2::J u.<( SQ5 :l:w 1-:1: ZI- j:o Z 1-, ww :::!:~. ::::l O~ U(/l 0- el!::: Ww :l:u 1-- !!:b z wCJ) u- -:I: bI- Z .r" o o (~-;- .- ---. 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 ,10 41 42 43 44 45 -- o o .. section 8ea) of the Small Business Act. Recipients shall make a rebuttable presumption that individuals in the following groups are socially and economically disadvantaged. Recipients also may determine, on a case-by-case basis, that individuals who are not a member of one of the following groups are socially and economically disadvantaged. (a) Black Americans, which includes persons having origins in any of the Black racial groups of Africa; (b) Hispanic Americans, which includes persons of Mexican, Puerto Rican, Cuban, Central or South American, or other Spanish or Portuguese culture or origin, regardless of race; (c) Native Americans, which includes persons who are American Indians, Eskimos, Aleuts, or Native Hawaiians; (d) Asian-Pacific Americans, which includes persons whosc origins are from Japan, China, Taiwan, Korea, Vietnam, Laos, Cambodia, the Philippines, Samoa, Guam, the U.S. Trust Territories of the Pacific, and thc Northern Marianas; and (e) Asian-Indian Americans, which includes persons whose origins are from India, Pakistan, and Bangladesh. Women shall be presumed to be socially and economically disadvantaged individuals. DOE Eligibility Disadvantaged Business Entcrprises proposed by the bidder to be uscd on this project shall be shown as a DBE for Federal purposes on thc current list of firms acccptcd as certificd by thc Office of Minority and Women's Business Entcrprises (OMWBE) or who can producc writtcn proof from OMWBE showing thcy wcre occcpted as certified as such prior to thc dotc fixcd for opening bids. Such certifications are made pursuont to outhority granted by, among other things, Chapter 39.19 RCW, Chllpter 326 WAC Ilnd 49 CFR. In oddition to firms occeptcd as ccrtified by OMWBE ond appearing on thc Ilbovc rcfcrcnced list. thc Contrncting Agency will acccpt nllY lirm determincd by thc Fcdcrol Small Busincss Administration to be owncd Ilnd controllcd by socially ond economically disndvontllgcd individuo1s undcr Scction 8(0) of thc Smllll Busincss Act, 13 CFR. Part 121 ns nmcndcd. Providcd thot thc Wllshington Stntc OMWBE must hnve reccivcd n completcd OMWBE appliclltion form from such firms togcthcr with writtcn proof of SBA 8(a) cCl'tiliclltion prior to thc datc fixcd for opcning bids ond further providcd lhnt such firms do not cxcccd thc size limits as contoincd hcrein undcr dcfinitions. XOIU4 Upper 11011 /lolld Park n()/()/"a~I' /Vasil"," 57 Sll~!ilcll/!: & 7'rqfflo Item.! i~ ~~~:~~:~l\~~rc "'-""~~.~F1~ ( . _~L fl'tr oJ::) J:!iulil.h.- .. illliidlli (1," '.';. i f 10 - I <:) o 32X 10 .."'jJ; '.A ~tIIlH.i~tr..BJL.Ul:ltill~ ~llI!lidfI.~ v-- .- Z < . :1:1- I-ffi a: :::E; <~ Wu -'0 Uo en ' enW w:r -'I- en u.' ~Oi :::!:~ C2::i u.< !!2a :l:w I-:r ZI- ~~, w w, :::!: ~, ::;) 0':. Uen 0- o!::: ww: :l:u' 1-- !!:b Z wen ~ 5:, b....i z ',r'" ! I J o o 1("'7 ,'.---.. I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4S o o .. A consolidated list of firms accepted as certified by OMWBE is available at nominal cost from that office. DBE firms which are not so certified at the time fixed for the opening of bids will not be accepted by the Contracting Agency for participation in this project for purposes of meeting the goals as stated below. This shall be true notwithstanding any later certification. In the event the apparent low bidder, in good faith, proposes to use a firm that is certified at the time of the submission of the bid, and that finn is later found by the OMWBE to be ineligible or unable to perfonn, then the apparent low bidder shall be required to substitute another certified firm of the kind needed to meet the goal, before award, at no additional cost to the Contracting Agency. After award, and throughout the life of the contract, any certifi~d firm that is found by OMWBE to be ineligible, or becomes unwilling or unable to perform their work, shall be replaced by the Contractor with another certified firm of the kind needed to meet the goal, at no additional cost to the Contracting Agency. Documentation of a good faith effort may be accepted in lieu of an actual substitution of another firm. If. at time of bid opening, a certified business is projected to perform work classified in a standard industrial classification (SIC) code not listed for the business in either the directory of certified businesses published by the Office of Minority and Women's Business Enterprises, or the records of that office, the Contracting Agency's determination, prior to award, that the business will perform a commercially useful function shall prevail over the listed SIC code(s) in determining whether the DBE participation goals established for the contract are met. The presence or absence of SIC codes shall not be a basis for protest of an award. Only tirms with DBE certification will be counted toward the goal attainment of this contract. Firms with only MBE or WBE certification are ineligible for goal attllinment Ilnd utilization of such firms for goal attainment will be rejected and may result in the bidder's proposal being declllred non-responsive. .Joint Venture Approval Under authority of 49 CFR, money spent on contracts awarded to joint ventures can be countcd toward goal attllinment whcn the procedure outlincd in this spccification is followed. a, Contents of joint venture agreemcnt. The joint venture agrecmcnt shllll bc in writing and signed undcr pcnalty of perjury by all of the joint vcnturers. Each joint vcrllurc Ilgrccl11cnt shllll spccify the contribution made by cllch joint vcnturcr; thc control cllch will cxcrcisc; thc potential for profit or loss and thc distribution thcrcof. Elich of thcsc elcmcnts shall bc alloclltcd in proportion to thcir ,'(OIU4 Upper 11011 111I",II'ark IJmmdar.I' WmlwlII S8 Sur/aclng.lf 7'rtlfJIc l/cl/I,' .~ I~""~' . :;';'~,lIf:;"J;':'-~ , ' ,G),,\.,.,...; .:,,,-,\.,..11.1::,,,;'.,,,,' '.,,,', ,,<, .". ' _,_ _ ,"'_'<';'T:ii';"'I;'!,'~<lr,""'~',\li~f': ,:::'~'y, ~' 'w '1....L.r..:..:'...~ '!H,~~.hl rL~ ~ ".it M '., . :....!....iIlol....lIliiIIIlI ....:.,...!~ ..., '1 ,,ft, i r Jo ~"""'" - I a o 32xlo r , ,- Z <I: . :1:1- I-ffi ~~' Wu -'0 Uc (/l , enW w:I: -'I- en u.' ~o! ::!:~, <1:- a:-' u.<I: ~5 :l:w I-:I: ZI- j:o Z 1-, ww ~5\ Uen 0- 01:: ~ w: I-~ !!:b z wen u- i= ~: o I Z ',"'" o o I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 -10 41 42 43 44 45 (-~~..... , ----- o o .. contribution. The joint venture agreement must also identify the commercially useful function the joint venture will perform and the part of the work each joint venturer will do. The agreement shall also specify which participant(s) are DBEs and give documentation's ofDBE certification. b. Requests lor approval. Any joint venture may request approval by the Contracting Agency. The request shall be in writing, shall include a written joint venture agreement and shall contain a statement that gives the Contracting Agency authority to audit the joint venture. A prospective bidder who has not been certified as ajoint venture may not be given a bid proposal unless the bidder has submitted the joint venture agreement at least seven calendar days before the date of opening bids for a specified project. The agreement shall conform to the requirements of subsection (a) of this section. The Contracting Agency will approve ajoint venture which submits Iln agreement that contains each of these specified elements. c. Time of request. A request for approval of a joint venture shall be submitted and Ilpproved before the time fixed for bid opening. If the joint venture is not approved, the Ilgency will award to the lowest responsive bidder or rebid. d. Effect of approval. An approved joint venture is approved only for one specific contract. e. Investigation. The Contracting Agency may request additional information from an enterprise seeking approvlll IlS a joint venture. Failure to provide the requested information will result in the denial of the request for approval. f. Complaints. Complaints regarding the opposition of validity of an approved joint venture shllll be written and shall be made to the Contracting Agency and to OMWBE. The Contrllcting Agency will fully investigate each complllint and issue a written report of its findings. The report will be provided to the complainant and to OMWBE. Concurrently, the Contracting Agency may investigate complaints pursuant to its rules and Chapter 39.19 RCW. DOE Goals [n order to comply with the requirements of 49 CPR Part 23, the Contracting Agency hilS established a DBE g01l1 in the amount of: ... $0.00 ... for Disadvllntagcd Businesses; The bidder shllll complete Ilnd submit with the bid, a Dislldvantaged Business Enterpl'ise Utilization Certification which IlIls been made a part of the proposlll. This certification will be used to determine whether a bidder has complied with the DBE g01l1 requirements. The Contracting Agency will consider as unresponsive thosrJ bids XOIN4 Up"er If"h Ilood I'ark nO/me/ar)' Wa.<11I1II1 S9 SlIr/aclllK & Traj}1c llem,v c <;'i,::T~~;~;ff0~~:"~~.i"'" '~t~"i""""";"'';'''('''''~''''.' , .... - ~. ,- :. 'I iJ', r'a' oftl' :) v.' ,".. ~i' , "j '~ ~. ..-.' D I ;,t- Ii'!: ',1 '1!' I [) 10 ~ ~ ~-_-,-~'lW'I~ _0::.:.' I <:) o ~';~l!IIll.tlL..IIiIid__IInIlllllll'iIiIlll"'lJ- ... .J 32X I 0 r .,- z <( . :x:1- I-ffi a: :::!:. <(~ wu ""0 Uo Ul W'I ffi:l: .... 1-' (/l u.' -0, w......: :2i- C2::::; u..<( !!l5 :X:w 1-:1: ZI- ;::0 zl- ww, ~5! Uen 0- c!::: Ww :X:u I- i=' !:!:o Z Woo u- f=~ o z ,r o o ('-- --; .~..'--- , o o .. 2 submitted which do not contain the certification, which contain an incomplete or false certification, or which display insufficient projected use of DBEs. The Contracting Agency expects that the bidder shall make every effort, through negotiations and/or written solicitations, to meet the above specified goal. The Contracting Agency expects each bidder shall attain the goal. After bids are opened, the Contracting Agency in a letter will request specific information regarding the DBEs submitted with the bid package. This information shall describe the work to be performed by each DBE and the total price for each item to be paid to each DBE on this project. The total price for each item to be paid to each DBE may not be less than the prices listed on the DBE certification portion of the bid. If the written information provided by the Contractor indicates a greater dollar value of work to DBE's than the DBE utilization certification submitted with the bid, then the greater dollar value indicated in the information will be included as a condition of award. 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 Counting DUE Participation Toward Meeting Goals DBE participation shall be counted toward meeting goals set in accordance with the following criteria: 11. Except as specified below, the total dollar value of the contract awarded to the DBE is counted toward the DBE goal. 22 b. A portion of the total dollar value of a contract with an eligible joint venture equal to the percentage of the ownership and control of the DBE partner in the joint venture will be counted toward the DBE goal. 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 ." 42 43 44 c. As described below, expenditures for materials and supplies obtained from Ilpproved DBE regular dealers and manufacturers are counted toward the DBE goal, providcd that the DBE assumcs the actual and contractual responsibility for thc provision of the matcrials and supplies. (I) Mllnufacturcrs. A Contractor may count toward its DBE goal 100 percent of its expenditures for materillls Ilnd supplies required under a contract and obtllined from a DBE manufacturer only if the Contracting Agency approves the description of the DBE's responsibilities for manufacturing the supplics in advance of thc bid opening. To obtain the Contracting Agcncy approvllI, the biddcr or manufllcturing firm shall submit a written requcst which must bc reccivcd by thc Contracting Agcncy no later than ten days prior to bid opening dcscribing the manufacturing proccss the DBE will pcrform. Oncc a firm's manufacturing process has been approvcd it is not ncccssary to rcsubmit thc firm for npproval unless the manufacturing proccss is changcd. If thc Contrllcting Agcncy npprovlll of the manufacturing proccss is not obtllincd prior to the timc fixcd for opcning bids, thc cxpcnditurc to thc DBE manufllcturer cannot bc countcd lit full valuc. Pllrtia1 counting of thc DBE Ilmount may bc II110wcd IlS II rcgulllr dcalcr or as 11 scrvice providcr us dcscribcd bclow. .\'0 I 2.f4 Upper I/,,/r I/alld Park n""nda~\' 1I'(/,~I/()/11 60 SlIrfllclllg & Traffic lIem.~ c - ,~~.{) , , .:' ''!l,l;'1'(~ ,':, ,,;,,~"I\";" .,' _, '0" .,-.,.,,~'. ':'-'.kt..,,,;.,-.::,., ,~..~ ~'1i'ttJ'1' _....:.: .t, ~~~ t:IliIiI:...lll!l.Wllf ....;.........~J.;.'IIOiI.MIIlJ -. "~,~~'......... I , \ 10 __ J'I?: I' " o 32 X 10 ~'...... Z <( . :J:I- I-a:i a: :::!:, i1i~ -'u uO 000, ooW w:I: -'I- enu. -0 ~~ C2::i u.<( !!18 :J:w 1-:1: ZI- ;::0 zl- wW1 ~ ~~h Uen 0- o!:::' Ww' :J:u ~l3 Z wen s.!:r;', bl--! z ,r'" o o I 2 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 d. 30 31 32 33 34 35 36 37 38 39 40 41 42 43 -14 o o .. For purposes of this section, a manufacturer is a firm that operates or maintains a factory or establishment that produces on the premises the materials or supplies obtained by the Contractor. (2) Regular Dealers. A Contractor may count toward its DBE goal 60 percent of its expenditures for materials and supplies required under a contract and obtained from a DBE regular dealer only if the Contracting Agency approves them in advance of bid opening. To obtain approval, the bidder or regular dealer shall submit a written request which must be received by the Contracting Agency no later than ten days prior to bid opening describing the regular dealer's responsibilities. Once a firm's regular dealer status has been approved it is not necessary to resubmit the firm for approval unless the operating procedures change. If the Contracting Agency approval of the regular dealer's status is not obtained prior to the time fixed for opening bids, the expenditure to the DBE regular dealer cannot be counted at 60 percent. Partial counting of the DBE amount may be allowed as a service provider as described below. For purposes of this section, a regular dealer is a firm that owns, operates, or maintains a store, warehouse, or other establishment in which materials or supplies required for the performance of the contract are bought, kept in stock, and regularly sold to the public in the usual course of business. To be a regular dealer, the firm must engage in, as its principal business and in its own name, the purchase and sale of the products in question. A regular dealer in such items as steel, cement, gravel, stonc, and petroleum products need not keep such products in stock if it owns or operates distribution equipment. Brokers and pllckagers shall not be regarded IlS regular dealers within the meaning of this section. Service Providers: A Contractor may count toward its DBE goal the following expendi tures to 0 BE firms that are not Ilpproved IlS manufacturers or rcgu1ar dealers: (I) The fees or commissions charged for providing a BONA FIDE service, such IlS professional, tcchnical, consultant, or mllnagerial serviccs and assistance in the procurement of essential personncl, facilities, equipment, mllterials, or supplies rcquircd for performancc of thc contract, provided that thc fcc or commission is dctermined by the Contracting Agcncy to be reasonable and not cxccssivc IlS compared with fces customarily allowcd for similar scrviccs. (2) Thc fccs chargcd for dclivcry of materials and supplics rcquircd on a job sitc (but not the cost of thc matcrials Ilnd supplies thcmselvcs) when the hauler, trucker, or dclivcry scrvice is not also thc mllnufacturer of or a regular dealcr in thc materials and supplics, providcd that thc fee is dctcrmined by the 61 SlIr/aclng & Tr(1fJIc "em" -,"OIlU Upfll1l' I/oh Iload Park IJllImdar)' Wo,vllOlIl .Co,-"-',. ...................... ...........-..liiIrO 3" ~ IIII~ Q~;:(~ ....""'....., ,.~ ....'-'t I 't' 1,m'4J"r.{~'''?1 I 0 ;'t', "'''~ " f' . t~llti~~-~~">CJH'Lhaid~,jg~_ -'-~~~__.~ ., _ ~-~__I ~ ''"' , ad'.""' ",. I " o 32xlD :~l~;~""_!imlltit... ~.'.. ~..~ -- Z <I: . J: t- ,,.; I-ffi a: :::!:. <I::::l Wu -'0 Uo en w; ~~! rnu. -0, W> ~I- ~::::; u.<( ;!l~ J:w 1-:1: Z~ ;:0 Z 1-,< ww,[' ~~ ::lO, U tJ)' 0- c!:;: ww: J:u 1-- !!:b z wen u- i=~ o , z ' 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 oil 42 .13 44 p..."' o o \....... 2 o o .. Contracting Agency to be reasonable and not excessive as compared with fces customarily allowed for similar services. (3) The fees or commissions charged for providing any bonds or insurance specifically required for the performance of the contract, provided that the fee or commission is determined by the Contracting Agency to be reasonable and not excessive as compared with fees customarily allowed for similar services. If any of the aforementioned manufacturer or supply services are commercially unnecessary, such as the case when a firm acts only as a passive conduit in the supply process or duplicates a service provided by others in the same chain of supply from manufacturer to purchaser, no credit will be granted toward the DBE goal. Selection of Succcssful Biddcr The succcssful bidder will be selected on the basis of having submitted the lowest responsive bid which has met the DBE goal as established elsewhere in these contract documents. Should the low and otherwise responsive bidder fail to attain the goal, responsiveness will be dctermined on the basis of good faith efforts taken to attain the goal. The Contracting Agency has established the following objective measurement of good fllith. Good faith will bc determined in light of the DSE participation attained by all bidders and by comparing the DBE participation to the average DBE participation by all biddcrs. For purposes of computing the average DSE participation, only that amount of the DSE goal attainment which does not exceed the establishcd goal will be used. Should the low bidder's DBE participation be lower than thc average, the bid will bc considered unresponsive and shall be rejected. Ifthc lowest bid is rejected, the next lowest bid, or bids, will bc examined under the foregoing critcria until the contrnct is awarded or all bids rejected. DUE Contrnct Compliancc The Contracting Agency will include a letter to the successful bidder setting forth the Contractor's DBE obligations as a condition of award. Such letter shall bc construed IlS a contrnct spccHiclltion at the timc of award. Only expcnditurcs to DBEs that perlaI'm a commercilllly uscful function in thc work of 11 contract will be countcd toward the DBE goal. A DBE is considcred to pcrform a commcrcially useful function whcn it is rcsponsihle for execution of a distinct clement of the work of a contrllct and carrying out its rcsponsibilitics by actually pcrforming, manllging, and supcrvising thc work involved. To dctermine whethcr a DBE is performing a commercially useful function, the Contracting Agency mllY eva1uatc the mnount of work subcontractcd, industry practices, and other rclcvant factors. To cnsure 1111 obligutions under contracts awurdcd to DBE arc met., thc Contructing Agency will revicw thc Contractor's DBE involvcmcll( efforts during the performance of the contract. The Contractor shall bring to the uttrntion of the Contructing Agcncy XOIU.f U"",'r I/ah !I"tld I'ark IJmmdtlry "'""hollt 62 SllrjilCil/~ & Tl'lifJlc Items (=""7-~=-'-- M__ [ o~;J --- .. 1~;r;,~::':' "" "J';",. r '~ ~..:-..:- t::........a.&!~ .iatIIi -...-.......... *tI.~. " r . tlliL.l - - =~~::~~- . , , i i I 1> I 10 I <:> o 32 X I 0 . ....... l' M_1Ill II - o .- o .. 2 any situation in which regularly scheduled progress payments are not made to DBE subcontractors. Z <( . :J:I- I-ffi ~:::E, ~B uO 000, enW w:l: -'I- oou. ~Ol "">' "" 1-' ;2::i u.< ~5 :J:w I-:J: ZI- ;:0 Z 1-, wWI ~5\ Uen 0- o!:: Ww :J:u 1-- !!:b Z W(/) u- -:J:, bI- Z 3 4 If DBE work is diminished or deleted by change order, other work of equivalent value 5 shall be substituted by the Contractor to the same DBE or substitute another certified 6 DBE to perform equivalent value work or provide good faith effort documentation. 7 8 In the event the DBE expects to share the resources of the prime contractor in the form 9 of facilities, financial assistance, equipment or personnel, a written plan shall be 10 submitted by the Contractor to the WSDOT External Civil Rights Unit before the DBE II commences work describing the facilities, financial assistance, equipment or personnel 12 to be shared to ensure that no violation to the performance of the commercially useful 13 function occurs. If the DBE is sharing resources with other than the prime contractor, 14 the above information shall be provided as requested by the Engineer. 15 This information, among other things, will be used by the WSDOT Exte:rnal Civil 16 Rights Unit to ascertain the compliance of the Contractor(s) with the commercially 17 useful function provision of this specification. 18 19 Statutory Penaltics 20 If a person, firm, corporation, or business does not comply with any provision of this 21 contract required under Chapter 39.19 RCW, the Contracting Agency may withhold 22 payment, debar the Contractor, suspend or terminate the contract, and subject the 23 Contractor to civil penalties of up to ten percent of the amount of the contract for each 24 violation. Willful repellted violations, exceeding a single violation, may disqualify the 25 Contractor from further participation in state contracts for a period of up to three years. 26 An apparent low-bidder shall be in compliance with these Contrnct Provisions IlS a 27 condition precedcnt to the grllnting of a notice of award by the Contracting Agency. 28 29 Further Informlltion 30 If further information is desired concerning Disadvantaged Business Enterprise 31 participation, inquiry may be directed to: 32 External Civil Rights Unit 33 Ofl1cc of Equal Opportunity 34 Wnshington Stnte Depllrtment of Transportation 3S Transportation I31dg., P.O. Box 47314 36 Olympin. WA 98504-7314 37 or tc1ephone . (360) 705-7085. 38 Fill( (360) 705-680 I ' 39 Proposul 40 The Disadvantagcd Busincss Enterprise Utilization Certification form is mllde a part of 41 this contract Ilnd is attachcd to the Proposal. 42 "3 Ii'ederul Agcney Inspection "" Murch 13, 1995 .15 Section 1-()7. I 2 is supplemented with the following: ,r' o o XO/244 Upper 11011 I/oad Pork /lOIl/Idlll'J' 1Va.I'l1a/l1 63 S/lrjiwlllg & Traffic II"IIIS c---; .....~._, .- -: 0~:~ ..'..~~~""""" . . "';"\:'~~~~~~ ". 1 , ---- '"'0 ~~;itj,r,;.""~':"'::'~ c .hJ::~JL~....Miil:IllIlI""""'" ~ ----- -..........--~ '-' l' . ....... 10 ... . I ,t ;,' ".. I (') o 32 X I 0 " o - o .. Z < . z~ I-w ~ ~, Wu -'0 Uo (/lWj' ~:I: -'I- en u. -0 W>- ~!::: a::-' u..< !!l5 :l:w 1-:1: ZI- j:o zl- ww, :::!:~' ~C! Uen 0- o!::: Ww Xu 1-- !!:b Z wen u- i= :1:, 01- Z 2 Requircd Federal Aid Provisions Thc Required Contract Provisions Federal Aid Construction Contracts (FHWA 1273) and 4 the amendments thereto supersede any conflicting provisions of the Standard 5 Specifications and are made a part of this contract; provided, however, that if any of the 6 provisions of FHWA 1273, as amended, are less restrictive than Washington State Law, 7 then the Washington State Law shall prevail. 8 9 The provisions of FHWA 1273, as amended, included in this contract require that the 10 Contractor insert the FHWA 1273 and amendments thereto in each subcontract, together II with the wage rates which are part of the FHWA 1273, as amended. Also, a clause shall be 12 included in each subcontract requiring the subcontractors to insert the FHWA 1273 and 13 Ilmendments thereto in any lower tier subcontracts, together with the wage rates. The 14 Contractor shall also ensure that this section, REQUIRED FEDERAL AID PROVISIONS, 15 is inserted in each subcontract for subcontractors and lower tier subcontractors. For this 16 purpose, upon request to the Project Engineer, the Contractor will be provided with extra 17 copies of the FHW A 1273, the amendments thereto, the applicable wage rates, and this 18 Special Provision. 19 20 CONTRACTORS RESPONSIBILITY FOR WORK 21 22 Protcction and Restoration of Property 23 Section 1-07.16 is supplcmented with the following: 24 25 Archncologielll And Historical Objccts 26 Mareh 13, 1995 27 28 It is nationll1 and state policy to preserve, for public usc, historical and prehistorical objects 29 such liS ruins, sitcs, buildings, IIrtifacts, fossils, or other objects of Ilntiquity that may havc 30 significllncc from a historical or scientific standpoint. 31 32 Archaco10gicll1 or historical objccts, which may be cncountcred by the Contractor, shall not 33 bc furthcr disturbcd. The Contractor shall immediately notify thc Engincer of any such 34 finds. 35 36 Thc Enginccr will contact the archacologist who will detcrminc if thc matcrill1 is to be 37 salvllged. Thc Contrllctor muy bc rcquircd to stop work in thc vicinity of thc discovery 38 until such determination is mlldc. If the archacologist determines that thc mllterial is to be 39 salvngcd, thc Enginccr may requirc thc Contrnctor to stop work in the vicinity of thc 40 discovcry until thc salvage is accomplished. .11 42 Loss of timc suffcred by thc Contrnctor due to resulting delays will be adjustcd in 43 IlCCOrdllncc with Scclion 1-08.8. 44 -15 Utilities And Slmllnr Fnellltles; )(012"" Upper "oh Road Park 80111I<111I;1' Waslwllt 'r o o 64 Surfael/lll & TrafJIe Items (~~- .. ..; ,) ':"i<"'IW:" , E) 1":1'11 ':.\:.::C.",; , ''>;'-.f~~'' .. ~.,:~= "'~'~JlIIllti~~J11 t;li '"'11. ..M..!1 c _ __.....;........--":" "~~ililil~llIoII ~ (If" .. In .... I ~-~ 10 -........'''-. I e o 32 X 10 F >;j......... Z <( . :I:I- I-ffi cr: :::!:, <(~ wu -'0 Uo en , ff3~1 -'I- U)u. ~OT ::E~: C2:::i u.<( ~5 :I:w I-:I: ZI- ;::0 Z 1-, ww ::E ~,I ~o" U(/l 0- C!:: w W! :I:U 1-- !!:b Z wen u- i=~ o Z '.r' o o March 13,1995 2 Section 1-07.17 is supplemented with the following: 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 4S o o .. Locations and dimensions shown in the Plans for existing facilities are in accordance with available information obtained without uncovering, measuring, or other verification. Public and private utilities, or their contractors, will furnish all work necessary to adjust, relocate, replace, or construct their facilities unless otherwise provided for in the Plans or these Special Provisions. Such adjustment, relocation, replacement, or construction will be done during the prosecution of the work for this project. The Contractor shall call the Utility Location Request Center (One Call Center), for field location, not less than two nor more than ten business days before the scheduled date for commencement of excavation which may affect underground utility facilities, unless otherwise agreed upon by the parties involved. A business day is defined as any day other than Saturday, Sunday, or a legal local, State, or Federal holiday. the telephone number for the One Call Center for this project may be obtained from the Engineer. If no one- number locator service is available, notice shall be provided individually to those owners known to or suspected of having underground facilities within the area of proposed excavation. The Contractor is alerted to the existence of Chapter 19.122 RCW, a law relating to underground utilities. Any cost to the Contractor incurrcd as a result of this law shall be at the Contractor's expensc. No excavation shall begin until all known facilities, in the vicinity of the excavation area, havc been located and marked. The following addresses and telcphone numbcrs of utility companies known or suspectcd ofhnving facilitics within the project limits are supplied for the Contractor's convcniencc: Clallum County P.U.D., Forks 119 1st. Av. NE. Forks, Wa. 98331 Ph.360-374-6201, Pcninsulll Tc1ecom Inc. P.O. Box 90 Forks, W ^ 98331 Ph.360-808-1417 I'lIbllc Llllbillty lIod Propcrty Dllmllge Insurancc Scction 1-07.18 is supplcmcnted with thc following: Mllreh 13, 1995 X0/2N Upper 1/011 lIolltlPlIrk IJOIllldllry WasllO/lt 65 S/lrjilclng & TrqfJlc Items """7 ~- c;. j."f~~ ~,~ ~ ;,' "';T~,:~~:~Lf~;;l:'::'(.';"'~(';'" " '" ~i,,~~,'~~:-":'t,i:~','~~:: ;/,: :;',';,; ~~.lL.llr~ .~ ~ ~..-....- ~ ..' r...ollllilii.9. (""- 0 ~,~n'"'., ,. \ill I , j' '.'1." ~ 1iIaiiIr......'.ti.... .'M'.........~......;.;....... ~ -.i liL ,I 0 .,' '~1 ' ,'., .'......-............ -----<i~:- ,~..". I ~;",. , HI - " o 32X 10 " .illliia "~'.-'i~IiIII.-". -~,.... r ..- z < . ::I:!z I-w ~:::!:. ~a uO o (/lWj' ffi:l: -"I- enu. -0 :E ~. <- a:-' u.< !a5 :l:w 1-:1: ZI- i:o Z 1-, ww ::E~' ::>01 Uen 0- O!::: Ww ::I:u 1-- !!:b Z wen u- -:I: bI- Z :r'" o o The cost to name the State as being insured shall be reported to the Engineer on DOT Form 2 421-025, Public Liability and Property Damage Insurance Certification. This certification 3 shall identify only the cost to provide insurance coverage for the Contracting Agency and 4 shall not include any cost for the Contractor's portion of the insurance. The Contractor 5 shall make every effort to identifY the cost. However, in the event the cost is not 6 identifiable, the Contractor will be permitted to report that fact in order to comply with the 7 requirements of this subsection. The certification shall be submitted to the Engineer as 8 soon as the cost can be identified but not later than when the Contractor signs and returns 9 the Final Contract Voucher Certification for final payment as provided in Section 1-09.9. 10 This certification shall be subject to audit, in accordance with Section 1-09.12, to ensure II the costs are properly reported. 12 13 Builder's Risk Insuranee 14 The first paragraph of Section 1-07.18 is supplemented with the following: 15 16 November 27,1995 17 Builder's Risk Insurance providing Broad Perils (All Risk) coverage upon any work at the 18 site, to the full insurable value thereof. This insurance shall include the Contractor, its 19 subcontractors of every tier, and the State of Washington as named insured on the policy. 20 Coverage shall be included for all materials and supplies to be incorporated into the work at 21 the jobsite, while in transit to the jobsite, or while stored away from the jobsite. 22 23 24 25 Traffic Control 26 27 Publie Convenience undSafety 28 Section 1-07.23(1) is supplemented with the following: 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 .14 45 (=-;---. ,~ .:.:;.:.:,... o o .. March 13,1995 The construction safety zone for this project is U. 10 feet..... feet from the outside edge of the traveled way. During nonworking hours equipment or materials shllll not be within the safety zone unless it is protected by permanent guard rail or temporary concrete barrier. Tho;: use of temporary concrete barrier shall be permitted only if the Engineer approve" the installation and location. During the actual hours of' work, unless protected as described abo'/e, only materials nbsolute1y necessary to construction shall be within the sllfety zone and only construction vchicles nbsolutcly necessary to constnlction shall be allowcd within thc safcty zone or allowcd to stop or park on thc shouldcr ofthc roadway. Thc Contrnctor's nonesscntial vehicles Ilnd employees privatc vchiclcs shall not be pcrmitted to pllrk within thc safcty zonc nt any timc unless protccted os dcscribcd abovc. ,\'01244 Upper /loll 1/00" Pork IJawulo/'}' Wmholl/ 66 Sur/acing & 7'rqlJlc Itum.. & (~"I)';'::'!:~~;\\?or:: ,.,_ .v..'..,:"I'."'............ ," , ,< ~. 1[~:::C}1:~~' ~l~=-~ nur : ~ ~~. ,~ .. ~~~.=~ ~,:.: :::::::::~:.::-~~~ v - Il I (;) o ,(,~,), ' .1 0 32 X I 0 ~~_.~_~~~J~~"~"tM.i1.' '.;....,:.'.:;..., IlIIn.lIl~ ... r ,- z <(' :1:1- I-ffi ~::!:. ~a uO o en w'l 1:h -I t-! enu. ~Oi :::!:> C25 u.<( !a5 :l:w 1-:1: ZI- j:o Z 1-, ww, :::!:~.i :J Ol Uen 0- el!:: Ww :l:u 1-- !:!:b z W(/) u- i= ~i o ! Z "r" o o (~".. J'~ o o .. 2 Deviation from the above requirements shaH not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. 4 Flagging, Signs, and All Other Traffle Control Devices 5 Section 1-07.23(3) is supplemented with the following: 6 7 Traffic Control Plans 8 Section 1-07.23(3)C is supplemented with the following: 9 10 Traffic Control requirements shall conform to the standards established in the latest edition II of the "Manual on Uniform Traffic Control Devices" and in the Standard Plans K-I 12 through K-21, as adopted by the Washington State Transportation Commission. 13 14 September 5,1995 15 The last sentence of Section 1-07.23(3)C is revised to read: 16 17 The Contractor's letter designating and adopting the specific traffic control plan(s) or 18 any proposed modified plan(s) shall be submitted to the Engineer for approval at least 19 ten days in Ildvance of the time the new plan will be implemented. 20 21 September 5, 1995 22 Section 1-07.23(3)0 is revised to read: 23 24 The striping of no pllssing zones that are to be obliterated in excess of 150 feet by 25 paving operations shall be replaced by "Do Not Pass" and "Pass With care" signs. 26 The signs shall be located not less than 2 feet outside the usable shoulder nor less than 27 7 feet above the edge of pavement. Approximately 2 "Do Not Pass" signs and 2 "Pass 28 With Care" signs will be required. The Contractor shaH provide the signs and posts. 29 The signs shall be instllllcu and maintained by the Contractor until the striping has 30 been completcd, Ilt which timc thc Contractor shall removc thc signs and posts. 31 Paymcnt to provide the signs and for installation and rcmoval will bc under thc item 32 Construction Signs Class A. 33 34 35 Construction Signs 36 Section 1-07.23(3)F is supplcmented with the foHowing: 37 38 Scptember 5,1995 . 39 Thc rcquircd signs will be aVllilllb1e at U. Jeffcrson County Hoh Shop, 5632 Upper 40 Hoh Road, Forks, Wa. 98331 U. on normal work days. The Contractor shall provide 41 on itcmizcd list of rcquircd signs to the Enginccr at Icast ten working days prior to 42 picking up thc signs, Thc Contrnctor shall sign an itcmizcd reccipt at the timc of 43 Ilequisition. 4.1 ,'(0/20/0/ Upper 1/011 Rond Park /Jmmtl(/ry II'n,I//(1II1 67 S/(rjilclllg <1.\ Traffic Items - ~ - f)"(J:~:~~~t~;; ::L""', '~ '~ " ~--1~r'.~~.i.o.; 'tt'Oi.lf' "j . "i f~~~ I 10 ~ 1kJ~Ml!"f'_ltL_; l . _---'I...."" of . ~~K - .~ "I _._-- <:) o 32 X 10 ~\ ........ --.__' ~ A .. ..- -- ,- Z <(~ :t:z I-w ~~, Wu -'0 Uo en w: ~~l en u. -0' W I :::!:~ C2::i u.< ~a :l:w 1-:1: ZI- j:o Z 1-, WW1 ~51 Uen 0- o!:: Ww :l:u 1-- !!:b z wen u- i=~ o Z ;r' o o \(__0 WLl..A o o .. 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 Signs shall be returned to *** Jefferson County Hoh Shop, 5632 Upper Hoh Road, Forks, Wa. 98331 *** when their need has ceased, as determined by the Engineer. The value of signs furnished by the Contracting Agency to the Contractor is fixed at $8.00 per square foot. The value of such signs which are damaged or not returned will be deducted from payment due or to become due the Contractor. November 27, 1995 Section 1-07.23(3)F is revised to read: All signs required by the approved traffic control plan(s) as well as any other appropriate signs prescribed by the Engineer shall be furnished by the Contractor. The Contractor shall provide the posts or supports and erect and maintain the signs in a clean, neat, and presentable condition until the necessity for them has ceased. All nonapplicable signs shall be removed or completely covered with metal, plywood, or an Engineer approved product specifically and manufactured for sign covering during periods when they are not needed. When the need for these signs has ceased, the Contractor, upon approval of the Engineer, shall remove all signs, posts, and supports from the project and they shall remain the property of the Contractor. All signs lost, stolen, damaged, or d.:stroyed shall be replaced at the Contractor's expense. ) Construction signs will be divided into two classes. Class A construction signs are those signs that remain in service throughout the construction or during a major phase of the work. They are mounted on posts, existing fixed stmctures, or substantial supports of a semi-permanent nature. Sign and support installation for Class A signs shall be in accordance with the Contract Plans or the Standard Plans. Class B construction signs arc those signs that are placed and removed daily, or are used for short durations which may extend for one or more days. They are mounted on portable or temporary mounting. In the event of disputes, the Engineer will determine if a construction sign is considered IlS a Class A or B construction sign. If it is necessary to add weight to signs for stability, only a bllg of sand that will rupture on impllct shall be used. The bag of sand shall: (I) be furnished by the Contractor, (2) have a maximum weight of 40 pounds, and (3) be suspended no more than I foot from the ground. furnishing Cluss B signs will be in accordance with Section I-07.23(3)H. Payment for setup and take down of Class B signs will be limited to the labor cost to do the work described in Section 1-07.23(3)E, and for transportation described in Section 1- 07.23(3)1. 42 43 44 45 The condition of the signs shall be new or "Acceptable" as defined in the book, Quality Standards for Work Zon<l Trame Control Devices. The Engineer's decision on the condition of 1I sign shall be final. .\'01244 Upper 1/011 /(oad I'ark IJmmdary Wa"ho/ll 68 Sur/aclllg & TrqJJIc !16m" ,~, .: '/'.,. ".10 Ji;:dgUtAU~.J ... '-'. C _....___ ",._fl"'.....-MIIOIlItsl_1ltfm. , ,~:;,i~~,~1;(;:c:g?n.~,':;;,:_ ,j ; d. :}I'T_\~t,':}i:, ~', c ~-2; e.O ~hIIM.~ - ...~ ....................--, .,c ~-..... -...... I " o 32 X 10 1llJ*IIDHt11l1_~~ ......- s () ..- o .. Z <(' :1:1- I-ffi ~~' wu -'0 Uo en w', 1:3:1: -'I- enu. -0 ~~ C2:::::; u.<( SQ5 :l:w 1-:1: ZI- j:o Z 1-, ~~i ~ o~ Uen 0- o!::: Ww :l:u 1-- !!:b Z wen u- i=~ o z 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 The book, Quality Standards For Work Zone Traffic Control Devices, is available by writing to the American Traffic Safety Service Association, 5440 Jefferson Davis Hwy., Fredericksburg, V A 22407, telephone: (703 )898-5400, FAX: (703)898-5510. Signs, posts or supports that are lost, stolen, damaged, destroyed, or which the Engineer deems to be unacceptable while their use is required on the project, shall be replaced by the Contractor without additional compensation. Traffie Control Management March 13,1995 The last sentence of the first paragraph of Section 1-07.23(3)G is revised to read: The Contractor may designate the project superintendent as the TCS. Section 1-07.23(3)0 is supplemented with the following: American Traffic Safety Services Association 5440 Jefferson Davis Hwy. Fredericksberg, V A 22407 (703 )898-5440 Sverdrup Civil, Inc. c/o Traffic Control Supervisors Seminar P.O. Box 97062 Kirklllnd, W A 98083-9762 ,r 28 The Northwest Laborers-Employers Training Trust 29 27055 Ohio Ave. 30 Kingston, W A 98346 31 (360)297-3035 32 33 ("'*"'*"'''') 34 Section 1-07 is supplemented with the following: 35 INSURANCE COVERAGE AND HOLD HARMLESS CLAUSE 36 37 Prior to commencing work, the Contractor/Consultant shall obtllin Ilt its own cost and 38 expcnsc the following insurance from compllnies Iiccnsed in the State with a Bcst's rating of no 39 Icss than A:VII. Contractor/Consultant shall providc to the County Risk Manllgcr ccrtificatcs of 40 insuruncc with original clldorscmcnts Ilffccting insurance rcquircd by this clause prior to thc 41 coml11cnccmcnt of work to bc pcrformcd. 42 43 Thc insul'I1ncc policies rcquircd shall providc thllt thirty dllYs prior to cancellation, 44 slIspcnsion, rcduction or matcrial chllnge in thc policy, notice of slime shull bc givcn to the County o o .\'(}IU4 UI'I','r 1/,,11 //o(/d I'(/rk IJOI/IIrlOI)' /1'(/.1'110111 69 SlIr/aellln & TroJflc Ilem.\' c=-;-- (" q~~:)'~',," ~~~"~~~L1~: ..~ .- 10 ;:.:. ~ II- I <:) o ""'""'"'"11IIII11II.1. ~2 X 10 1M8Ifi_ ' .... """'" ,- Z <(' :1:1- I-ffi ~~. Wu -'0 Ua en WI' ~J: -'I- enu. -Oi ~~: C2:J u.< SQa :l:w 1-:1: ZI- j:o zl- wW1 ~5; U(/l 0- 01:: Ww :l:u 1-- !!:b Z W(/l u- i= J:, O~i Z 'f'" 01 o o o .. Risk Manager by register mail, return receipt requested, for all of the following stated insurance 2 policies. 3 4 5 6 7 8 9 10 )1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 If any of the insurance requirements are not complied with at the renewal date of the insurance policy, payments to the Contractor/Consultant shall be withheld until all such requirements have been met, or at the option of the County, the County may pay the renewal premium and withhold such payments from the monies due the Contractor/Consultant. All notices shall name the Contractor/Consultant and identify the agreement by contract number or some other form of identification necessary to inform the County of the particular contract affected. A. Workers CompensationlL & I - in compliance with the applicable compensation law of the Stllte of Washington. B. General Liabilityl - with a minimum limit per occurrence of $1,000,000 per bodily injury, death and property damage unless otherwise specified in the contract specifications. This insurance shall indicllte on the certificate of insurance the following coverages: I. Broad Form Property Damage; 2. Personal Injury Liability; 3. Broad Form Contractual/Commercial Liability [contractors only]; 4. Premises - Operations; and, S. Independent Contractors and Subcontractors. INOTE: The County shall be named as an additional insured under this policy. C. Automobile2 ~ with a minimum limit per occurrcnce of $1,000,000 for bodily injury, death and property damage unless otherwise specified in the contract specifications. This insurance shall indicate on the eertificatc of insurance the following coverages: I. Owned automobiles: 2. Hired Ilutomobiles; and, 3. Non-owncd automobiles. 2NOTE: The County shall bc namcd as an Ildditiona1 insured party under this policy. Any dcductiblcs or sclf.insurcd rctcntions shall bc dcclarcd to and Ilpproved by the County prior to thc approval of the contract by thc County. At thc option of the County, thc insurer shllll rcducc or climinatc dcductiblcs or sclf-insurcd rctentions or the Contractor shall procurc a bond guarantccing paymcnt of losscs and related invcstigations, claim administration and defense expenses. Contractor/Consultant shllll inc1udc all subcontractors as insurcds undcr its insurance policies or shall furnish scparlltc ccrtificatcs and cndorscments for each subcontractor. All insurance provisions for subcontractors shall be subjcct to all of the rcquircmcnts statcd hercin. .\'0120/0/ Upper I/ah Road Park BOllndary Wasllalll 70 SlIrjilc/llg & TrajJIc !lem., ~". G'~r'~ , .", t,':';:'\;WfH,;i"'.~''';'''''i"'' h_;i :j',~' ~S~t~l';';' :,i':t:";",: :'c~'<-"";C;'~ '~-;'~ ~~....:.:..:....:_--- ;(--"-0 _____w:'. ~' "I' .....__.~.. ~ i', 10 I-~. _I I a o 32 X I 0 t~ JlJ"'~- .11liIlIItIlIIIII ,- Z <(' :1:1- I-ffi ~~, Wu -'0 uc UJ w; ~~I en u.' -0, ~~: C2::i u.<( SQ6 :l:w I-:r: ZI- j:o Z 1-, WW! :::!:~, ::J 01 Uen 0- o!:: Ww :l:u 1-- !!:b z W(/l u- i= ~: o z :r'" o o - o o .. Failure of the Contractor/Consultant to take out and/or maintain any required insurance shall 2 not relieve Contractor/Consultant from any liability under the Agreement, nor shall the insurance 3 requirements be construed to conflict with or otherwise limit the obligations concerning 4 indemnification. 5 6 It is agreed by the parties that insurers shall have no right of recovery or subrogation against 7 the County (including its employees and other agents and agencies), it being the intention of the 8 parties that the insurance policies so affected shall protect both parties and be primary coverage for 9 any and all losses covered by the above described insurance. It is further agreed by the parties that 10 insurance companies issuing the policy or policies shall have no recourse against the County II (including its employees and other agents and agencies) for payment of any premiums or for 12 assessments under any form of policy. It is further agreed by the parties that any and all 13 deductibles in the above described insurance policies shall be assumed by and be at the sole risk 14 of the Contractor/Consultant. 15 16 It is agreed by the parties that judgments for which the County may be liable, in excess of 17 insured amounts provided herein, or any portion thereof, may be withheld from payment due, or to 18 become due, to the Contractor/ Consultant until such time as the Contractor/Consultant shall 19 furnish additional security covering such judgment as may be determined by the County. 20 21 The County reserves the right to request additional insurance 011 an individual basis for extra 22 hazardous contracts and specific service agreements. 23 24 The Contractor/Consultant hereby agrees to indemnify and save harmless the County, its 25 officers, employees, and agents from and against all liability, loss or damage the County may 26 suffer as a result of any claims, dcmands, costs, judgments or damage to County property in thc 27 carc, custody or control of the Contractor/Consultant arising directly or indirectly out of this 28 agrecmcnt, including losses arising out of thc negligent Ilcts or omissions of the 29 Contractor/Consultant. 30 31 32 33 34 35 36 37 38 39 Claims against the County shllll inc1udc, but not be limited to, asscrtions that the usc or trnnsfcr of any software, book, document, report, film, tape or sound reproduction 01' material of any kind, delivcrcd thereunder, constitutes an infringement of any copyright, patent, trademark, trndc name, or othcrwise results in an unfair trade practice or in unlawful restraint of compctition. Thc Contrnctor/Consultllnt further agrecs to provide dcfcnsc for Ilnd dcfend any clllims or causcs of' action of' any kind or charactcr dircctly or indirectly arising out of this Agrccment at its sole expensc Ilnd agrccs to bcar all other costs und expcnses rclllting thcreto. Nothing in thc forcgoing clause shall prcvcnt thc County, at its option. from additionally rcquesting thllt the Contrnctor/Consultant deliver to thc County an exccutcd bond as sccurity for thc filithlill pcrlormancc of' this contrnct und for paymcnt of all obligutions of thc Con lrnctOl'/Con sui tant. 40 41 42 43 44 4S PROSECUTION AND PIWGRESS ,\'01240/ Upper I/oh Howl ('ark IJolllulmy WosllO/ll 71 S/lrfilcll/!: & Traffic Items (...,~--o --- : ~::'.':;:\.~:!~:::::.:",' ""'; ',.' 1)';.il:t. l'." ..... IlL .o..("~ .........:...0..,. ,'" .......:.........~.' ........-... , I ~ a. 10 r J to _",'. -~~~_...&....... ,,,. . - I <:) o , I I I .~~~ IgJ ... ,- Z <(' :1:1- I-ffi ~~. Wu -'0 Uo en w'j fib: -'I- en u.' -0, W>I ~!:: cr:-' u.<( !!?5 :J: I-~ ZI- j:o Z 1-, ww' :::!:~I ~01 U(/l 0- o!::: Ww :l:U 1-- !!:b Z wen u- i=~ o Z :r'" I , I o o "i..-ld..... c~"~_._. o o .. Subcontraeting Section 1-08.1 is supplemented with the following: 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Thc first scntcnce is rcwrittcn to rcads: "The Contructor shall bcgin work within 7 calendar 41 days from the dllte of execution of the contract by thc Contrllcting Agency, un1css othcrwise 42 IIpproved in writing." 43 44 Time for Completion 45 Scction I-OK.5 is rcviscd as follows: March 13, 1995 Prior to any subcontractor or agent beginning work, the Contractor shall submit to the Engineer a certification (WSDOT Form 420-004) that a written agreement between the Contractor and the subcontractor or between the, subcontractor and any agent to the subcontractor has been executed. This certification shall also guarantee that these subcontract agreements include all the documents required by the Special Provision FEDERAL AGENCY INSPECTION. A subcontractor or an agent to the subcontractor will not be permitted to perform any work under the contract until the following documents have been completed and submitted to the Engineer: 1. Request to Sublet Work (Form 421-0]2), and 2. Contractor and Subcontractor or Agent Certification for Federal-aid Projects (Form 420- 004). The Contractor's records pertaining to the requirements of this Special Provision shall be open to inspection or audit by representatives of the Contracting Agency during the life of the contract and for a period of not less than three years after the date of acceptance of the contract. The Contractor shall retain thcse records for that period. The Contractor shall also guarantee that these records of all subcontractors and agents shall be available and open to similar inspection or audit for the same time period. Progress Schedule March 13, 1995 The third sentence of the second paragraph ofScction 1-08.3 is revised to read IlS follows: The schcdule shall be developcd by 11 critical path, bar grnph, or similar type method. PROSECUTION AND PROGRESS Prosecution of Work Scction 1-08.4 is revised as follows: ;rOIU4 Upper 1/011 Road I'ark nmmdary Wa.l'holll 72 Sur/acing & Traffic Iie",,~ ,- , .,'~: '..,J "....,'\ · '. ':~~""r~,"UJ" . ~, ",. ~,Ol:~ ....;.,......~I...~JIIIIil.~ ,"", ~.............~ {::I":'''''' \~".il" I ~ e o 32xlo:. - Z <(' :1:1- I-ffi ~~, Wu -'0 Uo en ' en w' w:I: -'I- en u.' -0 ~~ C2::i u.<( SQa :l:w 1-:1: ZI- ;::0 Z 1-, wW1 ~5'l U(/l 0- o!::: WWi :l:U' ~ 5' z W(/l u- -x, bt-'I z ,........ , , 'j o o ;(....0 o o .. 2 The fourth paragraph shall read "...following the 5th calendar day...", not "...following the lOth 3 calendar day...". 4 5 Section 1-08.5 is supplemented with the following: 6 7 Due to the proximity of marbled murlett habitat, the time of year the work is to be performed, 8 and the nesting and flight habits of the marbled murlett, the hours of work are restricted to be 9 between one hour after sunrise and one hour before sunset. 10 II This restriction is to minimize impact to the birds natural routine. 12 13 This project shall be physically completed within *** 15 *** working days. 14 15 MEASUREMENT AND PAYMENT 16 17 Force Account 18 March 13, 1995 19 Item 4 of Section 1-09.6 is supplemented with the following: 20 21 The following contract items may be eligible for force account mobilization: 22 23 Temporary Water Pollution Control 24 Roadside Cleanup 25 26 EARTHWORK 27 28 Clcaring, Grubbing, and Roadside Cleanup 29 30 Disposal of Usable Material and Debris 31 Section 2-01.2 is revised as follows: 32 33 The first sentence of the first parngraph is revised to rcad; "All usable material, such as trecs, 34 shall rcmain the propcrty of the land owner(s). The Contractor shall neatly stack thc material 35 offofthe right of way at such location as directed by the Engineer." 36 37 38 39 ASPHALT CONCRETE PAVEMENT 40 41 Construction Requiremcnts 42 43 Sprcnding nnd Finishing 44 Scction 5.04.3(9) is supplcmentcd with thc lollowing; 45 XOI24o/ Upper /foil /load Park DOImdary Wasllol/t 73 Sl/rjilelllR & TrajJlo Item.! . "~,~., ",f ~"_M .,'j ',', \'~~~~il.,):~~'~i~'1J";'::":ii;;L]~:; ;;.t~.~ .~~l.~3~~d~ ';,.n - "'~ I G o '32Xlo<< -'iIM" .- " -JJ~ ...w..}.. ,:- Z <(' :1:1- I-ffi ~:::!:, w~ -'u uO o en w'l ~:I: -'I- en u.' ;:;:;01 :::!:~; C2::; u.<( SQ5 :l:w 1-:1: ZI- ~~I WW1 :::!:~, ' ~o' Uen 0- o!:::, ~WI I-~ !!:b z wen ~~i o~. Z I ;tJ":''" ~ o o ,( o o o .. 2 For this project, the Asphalt Concrete Pavement Class B shall be placed in tow 0.15' lifts as shown on the Plans. 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 .16 47 Joints Section 5-04.3(11) is supplemented with the following: March 13, 1995 The asphalt concrete pavement overlay, shall be feathered to produce a smooth riding connection to the existing pavement. Asphalt concrete pavement Class *** B ***, utilized in the construction of the feathered connections, shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the cornmercial source or by raking the joint on the roadway, to the satisfaction of the Engineer. Surface Smoothness March 13,1995 The second sentence of Section 5-04.3(13) is revised to read as l~)llows: )) The completed surface of the wearing course shall not vary more than 1/4 inch from the lower edge of a 10-foot straightedge placed on the surface parallel to centerline. .;~. CULVERTS Matcrials Section 7-02.2 is supplemented with the following: Mareh 13,1995 Double walled (smooth interior) cormgated polyethylene pipe, meeting the requirements of AASI-ITO M 294S, is an acceptable alternate for schedulc A culvert pipe, as shown on Standard Plan B-17, in diametcrs of 12, 18, and 24 inches. The ends of the pipe shall be beveled to match the slope. Corrugatcd polyethylene pipe shall not be used when slopes are flatter than 4: 1. The minimum length section of corrugatcd polyethylene pipc to be beveled on the end shall bc either 15 fcet, or halfofthe totallcngth of the pipe, whichever is the least. Thc pipe shall be installed in a design A trench IlS shown on Standard Plan B-ll. EROSION CONTROL Construction Requircments Seeding Section 8-01.3(4)A is supplemcnted with the following: Morch 13,1995 Gross sccd. oflhc following composition, proportion,llnd quality shllll be applied at the rutc of..... 80..... pounds pcr Ilcrc on all nrclls requiring roadsidc sccding within the projcct: Kind lInd Varicty of f1ccd in Mixture %By ~ 74 Minimum % Minimum % Pure Secd Gcrmination SlIIfaclng & 7'rqjJlc lIems .\'OIU4 Upper !loh Road Park /Joundary Washa/ll ':-',.. -~, ,~ &S . ,.. ~~.t , ",';' ',' ";'..:...f..'L: r"ii' ~~~ ........... .....J..;_............. 10 . ...1IIif.............. tv' " .. " '~~~L.... ..41111. .1, . - I <:I o 32xlo '1lIIIlIr .. --. _ .. .- Z <(' :l:f- 1-15 a: ::;;, ~::J -'u uO en 0, enw wJ: -' f-, enu. -0 ~~: C2:J u.<t ~a :l:w I-J: Zf- j:o zf- WWj ~5j Uen 0- ot;: W UJi :l:u 1-- !!:b z wen u- i= J:, Ok, Z ,... o o (-;- ..... I:L_&_ ') o .. I 2 Colonial Bentgrass 10 9.8(min.) 85 Red Fescue 40 39.2(min.) 90 Perennial Rye 40 39.2(min.) 90 While Dutch Clover 10 9.8(min.) 90 Weed Seed 0.5(max.) Inert and Other Crop 1.5(max) TOTAL 100.00 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Fertilizing Section 8-01.3(4)B is supplemented with the following: March 13,1995 Sufficient quantities of fertilizer shall be applied to supply the following amounts of nutrients: Totlll Nitrogen as N - *n 135 *n pounds per acre. Available Phosphoric Acid as P205 - ***60 n* pounds per acre. 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 Solublc Potash as K20 - *** 60 n* pounds pCI' acre. Ninety pounds of nitrogen applied per acre shall be derived from isobutylidene diurea. The remaindcr may be derivcd from any source. The fertilizer formulation and appliclltion rate shall be approved by thc Enginccr beforc lIse. Mulching Section 8-01.3(5) is supplcmcnted with the following: Murch 13,1995 ***wood ccllulose *** mulch shllll bc applied at a rate of*** 2000 *** pounds per acre. 41 RAISED PAVEMENT MARKERS 42 43 44 45 46 ~7 48 49 Mlltcrlnls Section 8-09.2 is supp1cmcntcd with thc following: Mnrch 13,1995 Thc following miscd pavcmcnt markcrs have bccnlcstcd and prcqualificd for use: RnlRed I>nvclllent Mnrl,crR Type I ,'(()12o/o/ Upper 11011 Ilflfld Park /lOlmdlll:I' WfI.i/"ml 7~ SlIrfilClng & TrlljJIc lIelll" c - --~-~~::~;~~~:~,,'~~;.. MIl ~' ,,(', ) 10 ~-..,.- - I (!) o 32 X I 0 =:"'-- '._~-- - i7 ,- z <(' :1:1- I-ffi a: ::!:, <(~ Wu -'0 Uo en wI' ~~ enu. -0, ~~ C2~ u.< ~5 :l:w I-J: Z 1-1 ;: 0: Z I-j wWl :::!:~ ~o Uen 0- o!::: Ww :l:u 1-- !!:b Z wen u- -:I: b.... Z :r"l'!f.:-- o o '- (..,....~.... 1 o o .. Zumar TM40WN 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Raised Pavement Markers Type 2 Pac-Tee, Inc. Stimsonite Ray-O-Lite Model AA & Ray JR Stimsonite 88, 911, 948, & 953 Raised Pavement Markers Type 3 Engineered Plastics, Inc. Guideline Manufacturers addresses and telephone numbers are as follows: Engineered Plastics, Inc. Pac~ Tee, Inc. 1500A Copper Hill Parkway Box 877 Santa Rosa, CA 95403 Newark, OH 43058-0877 (707) 579-1518 (800) 848-7025 Zumar Industries Inc. P.O. Box 11305 Tacoma, WA98411 (800) 562-7030 GUIDE POSTS Stimsonite Corporation 7542 N. Natchez Ave. Niles, IL 60648 (312)647-7717 Materials Section 8-10.2 is supplemented with the following: April 24, 1995 Reflective sheeting shall be one of the following pre-approved products: I. 3M 3810 Flexible High Intcnsity 2. Ref1exitc PC 1000 3. 3M Diamond Grade 4. Stimsonite High Perfonnancc Grade Flexible ground mount guide posts shull be one of the following: I. ",PlexStake", PS Products, Snohomish, WA. 2. "Roadmarkcr 375" with fibcrglass barb anchor, Carsonite Inti., Carson City, NV. 3. "Safc-Hit", SH2uGPJ flattcncd guide post with 18-ineh rcusable anchor. Safc-Hit Corporation. Haywurd, CA. u Two digit numbcr, which indicates the Icngth above the anchor in inches rcquired to meet ficld conditions. XOI244 Upper /loll Rotld Park nOllllclary WaslwlII 76 SlIr/tlclllg & TrajJ1e Item.. '~. '" D On ~'.~ : :~~~~!~;~t:~t~::T'::2~~b,.~ ' " , . ..1 0 - I G o 32x I 0 o ,- o .. Z <(' :1:1- I-ffi a: :::!:, <(~ Wu -'0 uo en ' enW w:I: -'I- en u.' -0, ~~: C2::::; u.<( SQ5 :l:w I-:r ZI- j:o zl- wW1 ~5' U(/l 0- o!::: Ww :l:u 1-- !!:b Z wen u- i=~ o Z I 4. "Survivor", Carsonite IntI., Carson City, NV. 2 3 5. CGDU, corner guard delineator with u-channel metal anchor, Greenline Products, 4 Stow, OH. 5 6 6. HWDU, highway delineator with u-channel metal anchor, Greenline Products, Stow, 7 OH. 8 9 Guardrail mount guideposts used on this project shall be one of the following: 10 II 1. "FlexStake", 702.25, PS Products, Snohomish, W A. 12 13 2. "Roadmarker 375", CGR302701, Carsonite IntI., Carson City, NV. 14 15 3. "Safe-Hit", SH227GRD, Safe-Hit Corporation, Hayward, CA. 16 17 4. "Survivor", CDS302701, Carsonite IntI., Carson City, NV. 18 19 5. "GRD-I", Guardrail Delineator, GreenLine Products, Stow, OH. 20 21 6. "GRD-2", Guardrail Delineator, GreenLine Products, Stow, OH. 22 23 MONUMENT CASES 24 25 Description 26 27 March 13, 1995 28 Section 8-13.1 is dcletcd and replaced by the following: 29 30 This work shall consist of furnishing and placing monument cases, covers, and pipcs in 31 accordance with thc Standard Plans and these Specifications, in conformity with the lines and 32 loclltions shown in the Plans or as staked by the Engineer. 33 34 Materinls 35 Section 8-13.2 is supplcmentcd with thc following: 36 (UUU) 37 Thc monumcnt covcr as shown in Standard Plnn H-7 shall be lcttcred only with the word 38 "MON". 39 40 Thc pipc shall be Schedulc 40 ga1vnnizcd pipc. 41 42 Construction Rcqnlrcmcnts 43 44 Mnrch 13, 1995 45 Thc Inst pnragrnph 0(' Scction 8-13.3 is rcviscd to rcad: ',r'" , , o o XOIUoJ U!'per 11011 1I0ad !'ark IJolI/"'III~' Wa,vho/ll 77 SII/:fiICIIlIl & 7'rqfJlc Ilel/l.v c-:.~~---- t- -":'~;;/~,~!Th~~T.;:'~t:::'.i'. '" _];"&""\~ir"t't'~i;~\;'"''~''' '; - .... . ..~G 0 m I ~ ~nW., " ,<' . f1~ I J) 10 - I <:) o 32xlo v- .,~ .. o o Z <C . ::1:1- I-ffi ~:; ~a uO c en wI' ffl:J: -'t- en u.' ~Oi :;~ <(- a:-' u.<C !aa ::I:w 1-::1: Zt- i=0 z t-, :E ~i :::) 0; Uen 0- o!:: Ww :l:u I- i=, !!:o z wen: ~~; o~: z 3 I 2 The Engineer will be responsible for placing the concrete core and tack or wire inside the pipe. 4 Measurement 5 6 March 13, 1995 7 Section 8-13.4 is deleted and replaced by the following: 8 9 Measurement of monument case, cover, and pipe will be by the unit for each monument case, 10 cover, and pipe furnished and set. II 12 Paymcnt 13 14 Mnreh 13,1995 15 Section 8-13.5 is deleted and replaced by the following: 16 17 I. "Monument Case, Cover, and Pipe", per each. 18 19 20 (*+'~+U) 21 Section 8-13 is supplemented by the following: 23 PERMANENT SIGNING 24 25 Construction Rcquircments 26 27 Sign Removal 28 March 13, 1995 29 Section 8-21.03(4) is supplemented with the following: 30 31 The stockpile site lor the signs removed by the Contractor, shall be +u Jefferson County Hoh 32 Shop, 5632 Upper Hoh Road, Forks, Wa. 98331 +*+. 33 34 PAVEMENT MARKING 35 36 Mnterillls 37 Scction 8-22.2 is supp1cmcnted with the following: 38 39 March 13, 1995 40 Thc following p"vcmcnt marking matcrinls havc bcen testcd and prcqulllificd for usc: 41 42 I'nlnt PlIvcment MlIrklng - Spl'ayed Appllcntions 43 Columbia I'llints & Coatings Whitc - 17.245-WW 44 Dnnicll300nc I'uint Inc. Whitc -737] 45 NorJ'is I'nintfl'MT Whitc -I3HW4WI-l 22 ,r" o o .1'0/244 Upper IIolr lIaad !'ark IJrl/Illt/arl' Wasllolll 78 (~ --- C,' O!:~Ji' j" ~, f' ;~ '~ Ii If' S/IIfaclllg & TrqlJ1e Ilems I " o 32Xlo v- ,- Z <l: . :.:1- I-ffi ~~' Wu ""'0 Uo en wI' ~:.: ..... 1-' enu. ;:;:;0, :::;> C2~ u.<l: !Q5 :l:w 1-:.: ZI- ;:0 zl- W Wj ~5; Uoo 0- O!:; Ww :l:u 1-- !!:b z woo u- -:.: bf- Z .r o o o o .. 2 Norris Paints/TMT White - BHW8WI-I Norris Paints/TMT White - BHW8WI-3 Daniel Boone Paint Inc. Yellow - 7372 Daniel Boone Paint Inc. Yellow - 7382 Norris PaintsffMT Yellow - BHW8Y2-2 Norris PaintsffMT Yellow - BHW8Y2-3 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 4.1 Plastic Pavement Marking - Preformed Tapes (Transverse Applications) Advance Traffic Marking Series 300 - 60 mil Advance Traffic Marking Series 400 - 90 mil Brite-Line Industries Inc. Series 1000 - 60 mil Flint Trading Inc. Premark - 125 mil Linear Dynamics Inc. Prismo Brand - 60 mil Linear Dynamics Inc. Prismo Branch - 90 mil Pave-Mark Corporation Hot Tape - 90 mil 3M Company Stamark 380 - 60 mil 3M Company Stamark 420 - 60 mil Materillls listed in this category are allowed for transverse and legend applications only. Instllllation on bituminous surface treatment (BST) pavement is not allowed. Plastie Pavement Marking - Preformed Tapes (Longitudinlll Applications) 3M Company Stamark 380 - 60 mil Installation on bituminous surface treatment (BST) pavement is not allowed. Plastic I'avement MlIrking - Extruded Applications (Stlltewide) Lllfrentz ROlld Service Ltd. Lafrentz Thermoplastic - 125 mil Norris PlIints/TMT Dura-Stripe - 90 mil Norris Paints/TMT Norline Thermoplastic TP - 125 mil Pave-Mllrk Corporation Pave-Mark Alkyd - 125 mil Pave-Mark Corporation Pavc-Mllrk Hydrocllrbon - 125 mil Plastic PlIvement Marking - Extruded Applications (Westem' Washington only) Catllphote Inc. Catatherm ABITOL - 125 mil Swedish A.B. Cleanosol Cleanosol IT - 125 mil PllIstic I>nvemcnt Mnrldng - Extruded, Profilcd Longlinc Appllentions (Wcstern Wnshingtoll only) Brite-Line Industrics Vibrnline Morlon Intcrnational Dura-Stripe Pave-Mark Corporation Aqualitc .\'012401 Upper I/oh /load I'al'k IJalllul"r)' lV"sllll/ll 79 Swjiwll/g & TrqO/c /tems [ ,- '. 'Y"'1'f'l"~?~:>"" (=-;--'----- ""'- QI~;'~" i.'.i; ....,.r.,f.~::.~, ._';.'-, , ..}; ')/, ' ~~ ~ ",,;,:,,". ..-1"<.1,'.',"\-' ...~ .~ liL (" . ..;.~~. \ I I I I ;) I I I j 10 I o o 32 X I 0 IL .'&.11 - ,- z <(' :1:1- I-ffi c:r::::!:, <(~ wu -'0 Uo en wI' ffJ:I: -'I- en u.' ;:;:;0, :::!:~; C2::J u.<( en ~, _0 :l:w 1-:1: ZI- j:o Z 1-, ww, ~5'i U(/l 0- o!:::: ~ lji I- i=! !!:o. Z wUJ u:i:' i= ....1 ~i ',r" ' o o \,. iC- 0 o o .. 2 All materials shall be applied with profiles at 20 inch centers. Base line thickness shall be 90 mils min. Profiles shall be 350 mils thick with a tolerance of 50 mils. Profile width shall be a minimum of 80% of the line width. Profile longitudinal length shall be a minimum of 1.5 inches. All thickness are measured from the pavement surface. 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 Plastic Pavement Marking - Sprayed Applieations Norris PaintsITMT Dura-Stripe - 40 mil Manufacturers addresses and telephone numbers are as follows: Brite-Line Industries, Inc. 81 Hartwell Avenue Lexington, MA 02173 (800) 231-8902 Cataphote Inc. P.O. Box 2369 Jackson, MS 39205 (800) 221-2574 Columbia Paints & Coatings N.112Haven P.O. Box 4569 Spokane, W A 99202-0569 (509) 535-9741 Daniel Boone Paints, Inc. 15701 Nelsen P11lce South Tukwila, WA 98188 (206) 228-7767 Elgin Molded Plastics, Inc. 909 Grace Street Elgin, IL 60120-8419 (800) 654-8182 Swedish A.B. Clcanosol Kristianstad. Sweden Flint Trading Inc. P.O. Box 160 Thomasville, NC 27360-0160 (910) 475-6600 Linear Dynamics Inc. 400 Lanidex Plaza Parsippany, NJ 07054 (20 I) 884-0300 3M Company 223-3N 3M Center Saint Paul, MN 55015 (612) 733~8937 Norris PaintsITMT Morton International 1675 Commcrcia1 Street NE P.O. Box 2023 Salem, OR 97303 (800) 835-3357 Pave-Mark Corporation P.O. Box 94108 1855 Plymouth Rd. NW (404) 351-9780 Mllterlllls TEMPORARY PA VEMENl' MARKINGS )(01244 Upper lIo11 Road !'ark OtJ/llldar,I' Wa,~holll , '-L! r 80 "'-',:'i!:','; " ".. ._4~.~~' ,.,..,...,".,....., :,"'.,.._"i,."J, ,....--r.' Sur/acing & TrqQle Jlom,~ - I " o ,"32><1[11 ,,- z <(' :1:1- 1-a5 c:r: :::!:, <(~ Wu -'0 Uo enw ffi:l: -'I- en u.' ;:;:;0, :::!:> C25 u.<( 5!25 :l:w 1-:1: ZI- j:o Z 1-, UJ w; ~5'i Uen 0- o!::: Ww :l:u ~!3 z wen u- -:I: b.... Z ,.,..,. I I . o o - o o .. I Section 8-23.2 is supplemented with the following: 2 3 Mareh 13, 1995 4 The following pavement marking materials have been tested and prequalified for use: 5 Paint Pavement Marking ~ Sprayed Applieations 6 Columbia Paints & Coatings White - 17-245-WW 7 Daniel Boone Paint Inc. White - 7371 8 Norris Paint/TMT White - BHW4WI-I 9 Norris Paints/TMT White - BHW8WI-I 10 Norris Paints/TMT White - BHW8WI-3 II Daniel Boone Paint Inc. Yellow - 7372 12 Daniel Boone Paint Inc. Yellow - 7382 13 Norris Paints/TMT Yellow - BHW8Y2-2 14 Norris Paints/TMT Yellow - BHW8Y2-3 15 16 Preformed tapes are not allowed on bituminous surface trcatment (BST) pavement. 17 18 Temporary Pavement Marking - Removable Preformed Tapes 19 Advance Traffic Markings A TM Series 200 20 Britc-Line Industries Inc. Series 100 21 Brite-line Industries Inc. Series 200 22 3M Company Scotch-Lane Detour Grade 23 Series 5710/5711 24 3M Company Scotch-Lane Detour Grade 25 Series 620/621 26 27 Tcmpornry Pavement Marking - Non-rcmovable Preformed Tapes 28 3M Company Scotch-Lane Foil Tape Series 5160/5161 29 30 Tempornry Raised Pavement Markcrs Type 2 (Long Term) 31 Temporary pavement mnrkcrs for long term (6 months or less). Raised pavement markcrs 32 npproved for permanent installations can Illso be used. 33 34 Astro-Optics Corp. Modcl TPM 35 Davidson Plastics Co. RPM Standard Gradc 36 Davidson Plllstics Co. RPM Work Zonc Grade 37 Elgin Molded Plastics, Inc. EMPCO 900 38 fllcx-O-Linc RCM 39 3M Compllny Scries 240 40 Stimsonitc Model 66 41 Stimsonitc Mode166GB 42 43 Temporary Ralscd Pnvemcnt Marl(crs Type 2 (Short Term) 44 Tcmpornry pavcmcnt markcrs for short term (14 days or Icss). Rniscd pavement markcrs 45 Ilpprovcd lor permancnt or long tcrm installation can Illso be lIsed. )(01244 Upper 11011 Road !'ark BO/lndary lJ!asha/ll 81 S/lrfilclllR & Tr(rfllc IIams -0-"'-- ~~;! .t, .".;."","- f), (I~"~' 7;:;;,~~jii.;';/, ",'". I 0 "# ","''''..."".,.,'''''''';;1,...,\~.'...'''''''''<!.:,',' ~ ..-.:'n"'.--""'" ","'--""i,;.,.'-.J 'JilL. ~ ~ _____ 1.:' -~ ............"-.-- .......... ~ I G o 32xlo IIllllllilili...1IllIdMlIII ,-~.......... v- "- Z <( . :1:1- I-ffi ~:::!:, ~a uO en 0, enW w:l: -' 1-, en u.' -0, ~~ C2::i u.< !!.!5 :l:w 1-:1: ZI- j:o Z 1-, ~~; ~c, U(/l 0- 01-, w~l ~ Sl: !!:b Z wen u-, i= ~I ~ '{ o I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 tCTO--? o o .. Astro-Optics Model TPM Davidson Plastics Co. RPM Standard Grade Davidson Plastics Co. RPM Work Zone Grade Elgin Molded Plastics, Inc. EMPCO 900 Davidson Plastics Co. TOM Flex-O-Line RCM 3M Company Series 240 Stimsonite Model 66 Stimsonite Model 66GB Stimsonite Model 300 Temporary Raised Pavemcnt Markcrs Type 2 (Short Term-Seal Coat) Temporary pavement markers for short term (14 days or less) at seal coat locations. Davidson Plastics Co. TRPM Stimsonite Model 301 Raiscd Pavement Markers Typc 2 (Permancnt) Pac-Tee, Inc. Ray-O-Lite Model AA & Ray JR Stimsonite Stimsonite 88, 911, 948, & 953 l' Manufacturers addresses and telephone numbers are as follows: Astro-Optics Corp 156 Williams St. Carpentersville, IL 60110 (800) 444-4420 Advance Traffic Markings P.O. Box H Roanoke Rapids, NC 27870 (919) 536-2574 Brite-Line Industries, Inc. 81 Hllrtwell Avenue Lexington, MA 02173 (800) 231-8902 Columbia Paints & Coatings N. 112 l'laven ,1'01244 Upper 11011 Road Park Balllldary WaslllJIII - '~-~::~:'i'r" ' . " ~:..iLl ' , Lukens Gen. Industries, Inc. Flex-O-Line Division P.O. Box 4366 St. Louis, MO 63123 (800) 325-9525 3M Company 223-3N 3M Center Saint Paul, MN 55015 (612) 733-8937 Norris PnintslTMT Morton IntemationaJ 1675 Commercial StreetNE P.O. Box 2023 Salem, OR 97303 (800) 835-3357 I e o Pile-Tee, Inc. Box 877 82 SlIr/aclng & TrqfJlc Iloms ~~.,"~I" ,',~:, ~;;I,'. 1,_ z <( . :1:1- I-ffi a: :::!:. <(~ Wu -'0 Uo en wI' ffi:l: -' ..... \ en u.' ~Ol ::E~ <(- a:-' u.<( !aa :l:w 1-:1: ZI- j:o Z 1-, ~~J ~o, Uen 0- o!::: Ww: :l:u 1-- !!:b Z wen u- -:I: b""' Z 'T",' o o "." Q~~~~~ o o .. 1 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 P.O. Box 4569 Spokane, W A 99202-0569 (509) 535-9741 Newark, OH 43058-0877 (800) 848-7025 Daniel Boone Paints, Inc. 1570 I Nelsen Place South Tukwila, W A 98188 (206) 228-7767 Stimsonite Corporation 7542 N. Natchez Ave. Niles, IL 60648 (312) 647-7717 Davidson Plastics Co. 18726 E. Valley Highway Kent, W A 98031 (206) 251-8140 Elgin Molded Plastics, Inc. 909 Grace Street Elgin, IL 60120-8419 (800) 654-8182 STANDARD PLANS April 24, 1995 The State of Washington Standard Plans for Road, Bridge and Municipal Construction transmitted under Publications Transmittal No. 80-34, dated May 30, 1980, and IlS revised under Publications Transmittal No. 81-17 dated March 31, 1981, transmittal No. 82-34 dated June, 1982, transmittal No. 82-58 dated Decembcr, 1982, transmittal No. 83-80 dated October, 1983, transmittal No. 83~87 dated November, 1983, transmittal No. 84-015 dllted June, 1984, transmittal No. 85-005 dated March, 1985, transmittal No. 86-001 dated January, 1986, transmittal No. 87-28 dated July, 1987, transmittal No. 87-067 dated Deccmber, 1987, transmittal No. 88-035 dated .Tunc, 1988, transmittal No. 88-059 dated November, 1988, transmittal No. 89-012 dated April, 1989, transmittal No. 89-077 datcd Deccmber, 1989, transmittal No. 90-022 datcd April, 1990, transmittal No. 90-050 dated Octobcr, 1990, trnnsmittal No. 91-010 dlltcd April, 1991, transmittal No. 91-047 dated November, 1991, transmitlal No. 92-017 dated July, 1992, transmittal No. 92-055 dated December, 1992, and transmittal No. 93-067 datcd November, 1993, and transmittal No. 95-001 datcd January, ] 995 is mllde II part of this contract. ' The Standard Plans arc rcviscd as follows: Concrete clllss designlltions shown on IIny ofthcse Stllndnrd Plans shall bc changcd to rcad IlS follows: from Current Desil:nation To ~s.Uumtion )(0/244 Upper I/oh Road Park 8111l11dar)' Washalll 83 SlIrjilclllg & TrqfJlc 1I0IIIs --~ ,~.~' ,II . , .: ~_~,.,;~:': ,~f) ~~ .,~~i?~~:,,:i'!;":"~ '.u(.,;,'.,.'" .tJ,lo . ~'"~.;;:~"" I - o o 32xlo ~ ,... llIi11f"'1IIlIIII1IlIII1IIi1 I' .- z <(' :1:1- I-ffi ~~. wu -'0 Uc U) w; ~:l:1 -'I- enu. -0 ~~ C2::i u.<( SQS :l:w 1-:1: ZI- j:o zl- WW, ~5\ U(/l 0- o!::: Ww :l:u ~~ Z WCI) u- i= ~~ o ' z ,.,.. . o o 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 o o .. 2 3 Class A and AX Class D and OX Class B and C Class LS Class 4000 Class 4000W Class 3000 Class 4000LS " l!:.lll The last sentence of Note 4 is revised to read: Knockout or cutout hole size is equal to pipe outer diameter plus catch basin wall thickness, 26" MAX. lBlli The following sentence is added to Note 4: Bolts shall not extend more than 3/4 inch above the nut. B.:ll The last note is revised to read "*1'-0" for diameters 12" through 42" and for spans through 50". 2'0" for diameters greater than 42" and for spans greater than 50". On all three details, the label "Gravel backfill for pipe bedding" is revised to read "Gravel backfill for pipe bedding compacted to 95% maximum density". .B.:l5. Notes 13 lUld 14 are revised to relld: 13. If the total of all C values is greater than 1 and less than 1.75, divide the total of all K values by the total of all C values to get "Time required by specification". 14. If the total of all C values is greater than 1.75, divide the total of all K vlllues by 1.75 to gel "Timc required by specification". Notes 15 and 16 are added as follows: 15. When tcsting non uir-permcable pipelincs, the pressure drop shall bc from 3.5 to 3.0 psi grcatcr thun thc avcrage back pressure abovc the centcr of the pipe and minimum time shall bc twicc that computed in notcs 12 through 14 above. 16. Whcn tcsting storm scwcr pi pc, the allowable Icakagc is 0.0060 cubic fect per minute J1'er squllrc foot of intcrnal pi pc surfacc arca. Dividc thc time, tq. as calculllted in Notes 12 to 14 abovc, by 2. The line under the nomogmph is rcviscd to rcad: NOMOGRAPH FOR THE SOLUTION OF K=O.011Id2 L, .\'01240/ Upper /(oll ROl/d /'I/rk IJo/llIIll/r)' WI/shollt 84 Smjiwll1li & Trqfflc Items G~'---- tMM "':"~"I,~-T'.' d,:;,'J,:,;-"~,,, "J~"'-d':':ir~\f:""" .11 l~L~ - ~--- ~. E) ~:;l , ,.,,.,,:!,,< ......' 11~ .---... "I' .:. ____ I~ i ,~l 10 I . """_ .dlIli.' JllIU_1 G o 32 X I 0 ~ ,- I Z <l: J: f- a: <l: u. <:; u: rr. u. !! u. ::! <l a: u CI :r I- ~ S ; t: c c u :I I- !:! U (. ~ :2 ':1'" , , ! ~ (7'.0 - - o o .. I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 C=O.0003918dL & tq=K+C In the table, K and C are revised as follows: K=O.Ollld2L C=O.0003918dL Ik7iI On the Type I Anchor detail, "1/2 wire rope" is revised to read "5/8" wire rope". On the Type 2 and Type 3 Anchor details, "1/2" steel cable is revised to read "5/8" steel cable." Q:2. In the Material Specifications Table, the Steel Structure data for Chords, End Posts, End Posts Struts & Diags. is revised to read: A.S.T.M. A-36 or A.S.T.M. A-53 Grade B, Type EoI' S or A-500, Grade B Q:2B In the Typical Joint Detail notes, "1/2" $ Hole in chord at each end of all diagonals and struts. Steel structure only." is revised to read "3/4" $ drain hole for steel structures when span length is 60' or less, and I" $ drain hole for steel structures when span length is longer than 60' . The End Post Finial detail and notes are deleted, and the following note is added: See Finial Detail on Standard Plan G-3. .G.:l In the Typical Truss Detail notes, "1/2" $ Hole in chord of each end of all diagonllls & struts." is revised to read "3/4" $ drain hole for steel structures when span length is 60' or less, and I" $ drllin hole for steel structures when span length is longer than 60'. In the Material Specifications table, the list for Pipe (Chords, Diagonals, Structs, & Posts) is revised to read: ASTM A-36 or A-53, Grade B, Type E or S or A-500, Grade B .!::Zll In the Date column of the Revision block a date of2/18/94 is added. J.:1& In the Dllte column of the Revision block a date of2/18/94 is added. XVI}"" Upper /loll !loat/I'ark 80/l/ldar.l' JIItl.fllO/ll 85 S/l~raclllR & Traj]/c II"",,' ,: -It:> , ., ~....:. A f)~ ...'" 'Ie.. , . ',', " ,,'I~ o 10 iijii, Ii=- "" I a o ...... 32xlo,: .... .......-'-'- . .,' ;.;..... <- Z <( . :1:1- I-ffi ~:::!:, ~a uO en 0, enW w:I: -'I- en u.' -0 w I :::!:~, C2::i u.<( SQ5 :l:w 1-:1: ZI- j:o Z 1-, WW1 ~5j Uen 0- o!::: Wwi :l:u: ....- 1-. !!:O z wen ~~i o .i Z , :r'" o o (~o o o .. K-2 throu~h K-13 and K-15 throuf.:h K-21 2 These plans are for use only on Local Agency projects. 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 JS 36 37 38 39 40 41 42 43 44 '15 The following are Standard Plan numbers and their date of last revision applicable at the time this project was advertised: A-l...... 11/19/93 A-I.......3/12/93 A-2 .......10/11/93 A-2 .......1 0/11/93 A-3 .......1 0/05190 A-3 .......10/05/90 A-4.......12113/91 C-2n................ 9/04/91 C-2p................ 8/12/92 C-3.................. 10/11/93 C-3a................ 10/11/93 C-3b................ 10/11/93 C-3b................ 10/11/93 C-3c................ 8/12/94 C-4.................. 3/18/94 C-4a................9/20/91 C-5.................. 10/11/93 C-6..................4/05/93 C-6.................. 4/05/93 C-6a................ 1/21/85 C-6b................ 1/21/85 C-6c................ 4/05/93 C-6d................ 4/05/93 C-6e................ 4/05/93 C-6e................ 4/05/93 C-6e................ 4/05/93 C-6e................ 4/05/93 C-6f ................ 4/16/90 C-6g................ 10/24/88 C-7..................6/12/87 C-7a................3/09/90 C-8.................. 5/01/92 C-8a................ 4/11/86 C-8b................ 8/15/85 C-8c................ 6/04/85 C-8d................ 1/04/88 C-8d................ 1/04/88 C-9a................ 3/18/94 C-9b................ 12/02/88 C-lO................ 7/28/89 C-IO................7/28/89 C~]21l.............. 12/23/93 C-12b...... (DELETED) B-1 .......5/7/93 B-1 a .....5/7/93 B-Ib.....10/21/94 B-1 e .....5/7/93 B-1 f......5/7/93 B-1 h .....1/05/87 B-Ij ......1/30/87 B-Iz .....5/07/93 B-2.......9/19/83 B-2a .....12/12/83 B-2b .....3/19/84 B-3.......9/13/91 B-3.......9/13/91 B-3a .....10/13/89 B-4 .......1/25/80 B-4b .....9/07/84 B-4c .....9/07/84 8-4f......9/19/83 8-4g .....9/19/83 8-4h .:...12129/89 8-4h .....12129/89 8-5.......7/8/94 B-5n .....7/8194 8-6.......11/26179 8-60.....11/26179 8-6b .....11/26/79 8-7.......9/22/88 8-711 .....8/17/90 8-8.......3/12/84 8-811 .....3/29/82 0-111 ...............4/05/93 D-Ia................ 4/05/93 )(0 I UO/ Upper 1/011 /load Park Ommclar)' Wosllollt 86 H-I.............1O/16/92 H-Ia...........l0/16/92 H-lb...........10/16/92 H-Ic ...........10/16/92 H-Id...........8/12/94 H-Ie...........10/16/92 ' H-2.............12/29/89 H-3.............2/18/94 H-3a ...........1 0/16/92 H-3a ...........1 0/16/92 H-5.............6/28/85 H-5a ...........6/28/85 H-5b...........6/28/85 H-5c ........... 7/17/81 H-5d...........2/08/91 H-5d...........6/14/91 H-6 ............. 7/17/81 H-7 ............. 9/07/90 H-7a........... I 1/28/83 H-8 ............. 11/26179 H-9.............2/22/82 H-I 0 ...........4/22/88 H-12 ........... 9/18/92 H-12...........9/18/92 H-12...........9/18/92 H-13...........3/15191 H-13a.........3/15/91 1-1...............1 J /26/79 1-111.............11/26179 1-2............... 2/04/82 .I-I ..............5/07/93 .I-I ..............5/07193 .I-III.....(DELETED) .I-I b ............4/05/93 .I-I b ............4/05/93 .I-I b ............4/05/93 Sllrfacl,,~ & TrajJ/c Items [~ ' J -'.ll ~~..=:o.'.. ~' .... ~ .._."....~,,~ .____._J....a.. riD --..U....:....... .~ ';:";"'.'-Y.':: :..1, . I i . I i> I ...... a o 32Xlo. .' _..u iIIlIIII -~... 'ilIil .- Z <. :x:!z I-w a: ::iE, <~ Wu -'0 Uo (/lWI' ~~ en u.' ;:;:;0, ::iE ~: [2::i u.< laa :x:w I-:x: ZI- ~gl WWj ~5'\ Uen 0- o!::: ~~: 1-- !!:b z. wen !:l :i:1 bhi Z ".r',.' I I o o -- o o .. B-9.......9/20/89 0-1 b ............... 4/05/93 J-I c............. 7/24/87 2 B-9a .....3/15/91 0-1 b ............... 4/05/93 J-Ie.............5/10/82 3 B-9b .....9/29/89 D-Ic................11/06/92 J-I L.......... 7/17/81 4 B-9c .....11/01/91 D-Id ............... 11/06/92 J-3..............11/07/75 5 B-9d .....11/01/91 D-Ie................ 11/06/92 J-3b ............1/06/89 6 B-IO.....I/25/80 D-lf................11/06/92 J-3b ............1/06/89 7 B-II .....1/25/80 0-3 ................. 1/25/80 J-3c.............1/06/89 8 B-12.....1/25/80 0-4 ................. 5/23/83 J-3d ............1/06/89 9 B-13a ...12/02/85 0-5 ................. 4/09/93 J - 3e............. 2/04/82 10 B-13b...I2/02/85 0-5 .................4/09/93 J-5a............. 7/17/81 II B-13c ...12/02/85 D-5a................4/09/93 J-6c.............1/06/89 12 B-13d ...12/02/85 D-5a................ 4/09/93 J-6f..... .... .... 2/22/82 13 B-14.....12/02/85 0-6 ................. 8/25/88 J-6g ............2/22/82 14 8-15.....7/24/87 0-6.................8/25/88 J-6h ............2/22/82 15 8-17.....10/09/89 0-7 ................. 1/04/80 J-7a.............2/18/94 16 8-18.....3/19/84 D-7a................ 1/04/80 J-7c.............2/18/94 17 8-18a ...9/06/83 0-8................. )/04/80 J-7d ............10/12/92 18 B-18b ...1 0/03/83 0-9.................8/17/90 J-7d ............10/12/92 19 8-18c ...2/21/91 0-9.................8/17/90 J-8a............. 9/15/87 20 8-19.....10/03/83 J-9a.............4/24/86 21 8-20.....9/19/83 E-I..................6/29/90 J-1O ............3/07/88 22 8-20a ...9/19/83 E-2..................8/27/93 J-lla .......... 7/19/85 23 8-20b ...9/06/83 E-2..................8/27/93 24 8-20c ...9/06/83 E-3.................. 11/26/79 K-I (DELETED) 25 8-20d ...9/19/83 E-4.................. 8/07/86 K-2 4/24/92 26 8-20f ...5/07/93 E-4a ................ 12/22/87 K~3 10/18/91 27 8-21.....12/04/85 E-5 .................. 1/25/80 K-4 4/24/92 28 8-22.....9/19/83 K-5 4/24/92 29 B-23a ...10/11/93 F-I .................. 3/13/92 K-6 4/24/92 30 B-23b ...5/07/93 F-2.................. 11/26/79 K-7 4/24/92 31 B-23c ...10/11/93 F-2a ................ 11/26/79 K-8 10/18/91 32 B-23d...10/11/93 F-2b ................ 2/21/91 K-9 4/24/92 33 B-24.....3/18/94 F-4.................. 1/18/90 K~IO 4/24/92 34 B-25.....5/20/94 F-5 .................. 1/18/90 K-II 4/24/92 35 B-26 10/11/93 F-6 .................. 5/07/93 K-12 4/24/92 36 K-13 10/18/91 37 C-I.......9/26/94 -0-1................. (DELETED) K-14 (DELETED) 38 C-I.......9/26/94 0-2................. 9/06/83 K-15 4/24/92 39 C-Ia.....10/II/93 0-2................. 9/06/83 K-16 4/24/92 40 C-I a .....10/11/93 G-2a................ 12/21/73 K-17 4/24/92 41 C-I b.....3/3 1/89 0-2b ............... 6/20/86 K-18 4/24/92 42 C-I c .....9/04/87 G-3 ................. 11/26/79 K-19 4/24/92 43 C-I d .....5/09/88 0-311................ 11/26/79 K-20 4/24/92 ~14 C-2.......2/09/89 G-4a................ 10/11/93 K-21 4/24/92 45 C-211.....10/ll/93 G-4b ............... 8/12/94 .v01244 87 Sur/acing & TrqfJIc Ilem.' Upper IIall Roacll'ark Boundary Wa.,lroul r~ t, . ~J ~~. ~ :J I, '(::~J2~'- , ~~, 'L' , ^ S~~~ "'~:'. .".',:1 'f' ,.,';4 I G o 32Xlo "22,'.. ~ ~~'_~'~~ .~.....~ r - Z <( . :1:1- I-~ ~~. Wu 08 en . enW w:l: -'I- en u.' -0 ~~ C2::::; u.<( SQa :l:w 1-:1: ZI- ~~I ~~I ~o~ Uen 0- 01::, ~~I I-i= !!:o' z: wen' !::! 3:1 bh,! z , J ';r'~" 'I , ~ i 0 o (C~O o o .. I 2 3 4 5 6 7 8 9 JO 11 C-2b .....4/29/94 C-2c .....3/18/94 C-2d ..;..2/09/89 C-2e .....8/12/94 C-2f. .....8/12/94 C-2g .....8/12/94 C-2h .....2/09/89 C-2i ......2/06/90 C-2j ......11/26//90 C-2k .....9/04//91 C-2m....9/04//91 L-I .............1/21/85 L-2.............5/24/91 L-2.............5/24/91 L-3 .............1/21/85 L-4.............1/21/85 L-5 .............1/21/85 L-5a............9/02/86 L-6........;....1/21/85 0-6.................10/24/75 0-6a................ 8/31/73 0-7................. 4/04/88 0-8................. 8/17/90 0-8................. 1/28/85 0-8a................ 10/18/85 0-8a................10/18/85 0-8a................ 10/18/85 0-9.................11/16//90 0-9 ................. 11/16//90 0-9 ................. 11/16//90 ~ ! XOl244 Upper Nail Road Park IJolllft/a,,' Woshout 88 Sur/acing &. TrqlJ1c Item., I " o .. ~ ',i:~('L;:' .T::~~';~~,.::~l~I'" '; ,. '::\:;:Ii'~. - I o ,- o .. JEFFERSON COUNTY Z <(' ::;:1- I-ffi ~~, ~a uO o en wI' ~~ en u.' -0 W I :::!:> C2~ u.<( !a5 ::;: I-~ ZI- i=o Z 1-, WW, ::E~' ~o~ U(/l 0- o!:: Ww' :l:u t;:i= _0 Z W(/l u- t= :x: I Oh! Z , t DEPARTMENT OF PUBLIC WORKS PROPOSAL r' FOR BIDDING PURPOSES UPPER HOH ROAD PARK BOUNDARY WASHOUT, CO'~ RD4207, . 0 MP 11.83 TO MP 12.18 (Q5 COUNTY ROAD PROJECT NO. x~ SURFACING and TRAFFI~S ~~ ~ ALL FORMS INCLUDE_~EPARATELY ATTACHED PROPOSAL PACKAGE MUST BE CO 'D AND SUBMITTED. FAILURE TO DO SO ~ :AY RESULT IN: , (j;})~::e.JECTJON OF THE BID The forms ,----~~INFORMATIONAL COPY" are example documents only and ~nnot be used to submit a bid for this project. o o Scalcd bids will bc reccivcd in thc Jcfferson County Commissioners office located on thc first floor of the Jeffcrson County Courthouse, 1820 Jeffcrson Street, Port Townsend, Washington, 98368, until_ 11'25 ^ M, on thc datc scheduled for opcning bids. "',". :,' c..,-- ~ ---- ~ (~:~:'!~~E;'~:{,: :'" ) _ t., ;-J~.~~!I'j"~\r'~"!'T'" ''/tr' ".,.".,l.,:.."lo .M"'::-:~;~'~~ ~~.::... ..,~,,: ~ ~- ~~~:~ -~ ~-'" :....~l~: ;",;;I.II!Id~ ~....... I a o 32Xlo :-iiJt, r - o 0:.- o .. PROPOSAL Z <( . :I:I- I-ffi a: :::i!, <(~ Wu -'0 Uo en ' enW w:I: -'I- en u.' -0, w ' :::i!~, C2::i u.<( ~5 :l:w 1-:1: ZI- ;:0 Z 1-; WW1 ~51 U(/l 0- o!::: Ww :I:u I- -, u. 1-, _0 Z W<n u- -:I:' bh! Z TO THE BOARD OF JEFFERSON COUNTY COMMISSIONERS JEFFERSON COUNTY COURTHOUSE 1820 JEFFERSON STREET PORT TOWNSEND, WA 98368 THIS CERTIFIES THAT THE UNDERSIGNED HAS EXAMINED THE LOCATION OF UPPER HOH ROAD PARK. BOUNDARY WASHOUT, CO. RD. PROJECT NO. X01244, COUNTY ROAD NO. 914207, IN JEFFERSON COUN~ M.P. 11.83 TO M.P. 12.18. . 0 AND THAT THE PLANS, SPECIFICATIONS AND CON OVERNING THE WORK EMBRACED IN THIS IMPROVEMENT, AND THOD BY WHICH PAYMENT WILL BE MADE FOR SAID WORK IS UNDE D. THE UNDERSIGNED HEREBY PROPOSES TO UNDERTAKE AND CO=TE WORK. EMBRACED IN THIS IMPROVEMENT, OR AS MUCH THE~REF BE COMPLETED WITH THE MONEY AVAILABLE IN ACCORDANCE WI AID PLANS, SPECIFICATIONS AND CONTRACT; AND THE FOLLOWING E OF RATES AND PRICES: (NOTE: UNIT PRICES FOR ALL IT~~~@ TENSIONS, AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRI~E TYPED OR ENTERED IN INK.) ";:;> fROADIMPROVEMENTS PRICE PER UNIT DOLLARS. TOTAL AMOUNT DOLLARS ITEM PLAN NO, QUANTITY ;Y'" PREPARATION Lump sum 0 2 0.65 Acre Clearing and Grubbing Lump Sum . at . per Acre . o I 0 o '" .\'01244 Uppcr /loll Road Park BOImdarj' Wclslmill' , Sur/aclllg alii! TrqOlc Jlc/IIs' - .d!llll :-:- ",,-,~ ~~. i ~ {".' '~:"~~,~~\":'", '" e "i,\,'>"""< -'," .1-('U'~"~(.^"'";i .,.,,,1. r'" _,' I 1 " .0"... ""'k''";'" ""''','' 'JIt.'.,,- -''-t. --,..'...... __.1 I.JI::..~ ',;;...,,:,CJ. 10 ...Ll ...--. .._ .&iJsi' a{ " 32 X 10 (~_.. ~ '- - ( ~lIIiiii~ ...~......... ~..- . ~"1111_ - -, o .- o .. ITEM PLAN ITEM DESCRIPTION PRICE PER TOTAL Z NO. QUANTITY UNIT AMOUNT <( . DOLLARS" DOLLARS xl- I-ffi ~~, PREPARATION CONTINUED Wu -'0 Uo en . 3 Lump Sum Removal of Structures and enW w:l: -'I- Obstructions en u.' Lump Sum ~Oi . :E ~' DRAINAGE ;2::i u.<( !!16 Xw 4 158 L.F. Corrugated Polyethylene Culvert 1-:1: ZI- Pipe 18" ;:0 Z 1-, . :IE ~I SURFACING ~ O~ Uen 0- o!::: Ww 5 1285 C.Y. Gravel Base Xu ~g . . Z wen u- 6 815 Ton -:I: bt-. at . . Z per Ton 7 .), ' at . . :t .T'" per Ton .. ASPHALT CONCRETE ,Ill 0 PAVEMENT 11, i 8 933 Ton Asphalt Concrete Pavement Class B at . . per Ton } ? 0 I a 0 XOI24~ Upper I/oh Road Park Boundary, Wa!"ollf ' . Surfacing and Trqlflc /tums, , (~.- 0--'-- ~. ......<to- 'A' , "fJ~ra 10 32X ICl' r- , o ,- o .. ITEM PLAN ITEM DESCRIPTION PRICE PER TOTAL Z NO. QUANTITY UNIT AMOUNT <(' DOLLARS* DOLLARS :1:1- I-ffi c:r: :::!:, EROSION CONTROL AND <(~ Wu -'0 PLANTING uo en ' 9 1 Acre Seeding, Fertilizing, and Mulching enW w:I: at . . -'l- ff) u..', per Acre -0. ~~! 10 $1,000.00 Est. Temporary Water Pollution I C2::i Erosion Control Estimated 1,000.00 u.<( SQ5 :l:w TRAFFIC 1-:1: ZI- -0 !z 1-, ~~.! 11 728 L.F. Beam Guardrail Type I ~Ol . . U(/l 0- o!::: w w~ 12 2 Each :l:ui ~g . . z W(/) 13 3700 L.F. Paint Stripe ~~: o ' at . . z per L.F. 14 48 Each at . . pCI' Each IS Lump Sum . ;r"" 16 64 I at . . " 0 pcr Hour o ~" -\'01244 Upper /JoII /load !'ark DOlllldary Wa.vlrolll , S,ir/aclng alld TrqO/e Ilems '. ": \~":~"~w:;'1~1~~\~b~~t<3:.)t"~':lj 'J;i!R., .:1....~.....iwi................;..~".,' I a o Ji,,>:.\i:~L~:1/~'- ", '~ 32 xl O. ~ c'''MIiIJ_~ 17 - - 81 ITEM PLAN ITEM DESCRIPTION PRICE PER TOTAL NO. QUANTITY UNIT AMOUNT Z DOLLARS. DOLLARS <(' :1:1- TRAFFIC CONTINUED I-ffi c:r: ::iE, <(~ Wu -'0 17 8 Day Traffic Control Supervisor uc ~~ at . . ~f- per Day enu.. ;:;:;o) 18 128 Hour Traffic Control Labor :::!:~ . C2::::; u.<( (/l~ 19 99S.F. Construction Signs Class A _0 :l:w I-J: . ZI- ~ l?, OTHER ITEMS ww' :::!:~I ~c~ Ucn 0- 01-, 20 8 Each w~! :l:u' . . I-i= !!:o, z 21 1825 L.F. W(/l' !:1~i at . . I- I perL.F. ~, 22 Lump Sum Lump Sum . $ . o I (3 o , " '\ .Y01244 " .", Upper HoII Road Park Bml/lda,,"-,ii6'sh'olll SuI/acing alld Traffic 110/11,' .:c cT~~.~;,=:>.~, . .' ':~<., "j~;.k~~~;~~'~h../:):S~,il" ~....;..-.,.:__......_ JIitir'_jfJ~" ~ , . J'oIiioIiMlM ~ ,- Z <(' :1:1- I-ffi c:r: ::iE, <(~ Wu -'0 uo en ' enW w:I: -'I- enu. -0 ~~ C2::i u.<( ~i5 :l:w 1-:1: ZI- j:o Z 1-, wWi ~5'\ Uen 0- o!::: Ww: :l:u' 1-- !!:b Z wen u- i= :1:, 0....' Z; ;1 ',r' , ,0 o '"'' LO ==:: o o .. NON.COLLUSION DECLARATION I, by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the following statements are true and correct: , \ 1. That the undersigned person(s), firm, association or corporation has (have) not, either directly or indirectly, entered into any agre ent, participated in any collusion, or otherwise taken any act! estraint of free competitive bidding in connection with the project QP hi this proposal is submitted. cQ5' '2, That by signing the signature page 01 t~~roposal, I am deemed to have signed and have a~ee~ the provisions .f this decl..stl... ~~ I!lOTICE ~ ulDDERS I: '\) .800.424.9071 The U.S. Departm sportation (USDOT) operates the above toll-free 'hotline' Mond~ou h Friday, 8:00 a.m. to 5:00 p.m., eastern time. Anyone with knoWI~ sible bid rigging, bidder collusion, or other fraudulent activities s~ e the 'hotline' to report such activities. The 'hOtli~ part of USDOT's continuing effort to Identify and Investigate highway construction contract fraud and abuse and is operated under the direction of the USDOl: Inspector General. All Information will be treated confidentially and caller anonymity will be respected. ' DOT ~o'm Ul,OltH .;.. , ~".","',',' ~ ~ ~ ~l~ ", " ,Q ~ '~~~'0r-~1~:::?D:T"t", , I 0 ... ~~ wll, ::..~;::" ';;';==i"'''''' ,'.."" ,,( ." "'Llmw-' <; .' ..H, =1~=.L<~~-"lr:J~~1~:~ ~ -:,"'-"3~"--," . j';; I . G () ", , ,32X I g(': "'~"'i ~ ,.. .. ...- z <(' :1:1- I-ffi c:r: :::!:, <(~ Wu -'0 Uc en ' enW w:l: -'I- enu. -0, ~~: <(- c:r:-' u.<( SQa :l:w I-:z: ZI- j:o Z 1-, WW1 ~ 51 U(/l 0- o!::: Wwi :l:u t;:i= _0 z woo' U :;r, i= I->! o " Z , ,I 7""'''' ,0 o o o .. Certification for Federal-Aid Contracts The prospective participant certifies, by signing and submitting this bid or proposal. to the best of his or her knowledge and belief, that: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee of Congress, or an employee of a~ber of Congress in connection with the awarding of any Federal contra e making of any Federal grant, the making of any Federal ,oaniflth e' g into of any cooperative .agreement, and the extension, contin renewal, amendment, or modification of any Federal contract, grant, I €) cooperative agreement. (('~ (2) If ~ny fun"ds other than Federal appropriated fU~ha~en paid or will be paid to any person for influencing or attemptin ence an officer or employee of any Federal agency, a Member of , an officer or employee of Congress, or an employee of a f Congress in connection with this Federal contract, gran r cooperative agreement, the undersigned shall complete and sub ard Form-LLL, 'Disclosure Form to Report Lobb~ing" in accorda Its instructions. This certification is a material re r was placed when this transactio this certification is a prer " imposed by Section 1352, the required certificatio $10,000 and not more t DOT 272.040 4-90 /C""--'-t)--~~'-.2 ~, ", ,:.,.' 1 '~,'~: ~:;:,'~;.:::;';:!i';';""i";;';;'" t:; ":.:c) " _.&..~b.(.,__ I '_ :.'.to. ':":"1 '~'a'...'~ ,;.) 'I:~ ""e "..,0", ." ".-' ',- ,,' :,"r:;~~/,"\"! 'ioI- '" ,,1........LJ~.. (" " ( I I 10 ' ",..",~_.~"._ ~-=:..;t"""." I o o I I I ~,-.~1~~lgJ {=~~ ,- Z <(' :1:1- I-ffi c:r: ::!!; <( ~, Wu -'0 Uo en ' enW w:Z: -'I- enu. -0 ~~! C2::::; u.<( ~5' :l:w I-:z: ZI- ;:0 Z 1-, WW1 ~ 5i U(/l 0- o!::; Ww :l:u 1-- !!:b z wen ~~i o ; Z i " :r" , , ! o o o o .. PROPOSAL - CONTINUED A proposal guaranty in an amount of five percent (5%) of the total bid, based upon the approximated estimate of quantities at the above prices and in the form as indicated below, is attached hereto: CASH o IN THE AMOUNT OF CASHIER'S CHECK o DOLLARS CERTIFIED CHECK ($ o ) PAYABLE TO THE COUNTY TREASURER PROPOSAL BOND i o I N THE AMOUNT OF 5% OF THE BID *Receipt is hereby acknowledged of addendum(s) noes) -'_ &_ SIGNATURE OF AUTHO ~ ;~~ ~~~ STATE OF WASHINGTON CO~T ~LICENSE NUMBER FED , ID . I_I~I-'-'-'-'-'-'_I Notc: (I) transferable and any alteration of the firm's namc entered hereon without prior . County Commissioners will be cause for considering the proposal irregular ejection of the bid. ' (2) Please rcfer 0 Section 1-02.6 of the Standard Specifications, re: "Preparation of Proposal," or "Article 4" of the Instructions to Bidders of building construction jobs. (3) Should it bc nccessary to modifY this proposlll either in writing or by electronic means, please make refcrcncc to the following proposal number in your communication "'. . ~.': XO}2.f.1 UppCl' J/oII Road Park DOl/nda/')' Woslw/lt Sl/r/acllI~ alld Traffic }tell/.f ""'.., I r, 'V' T "'~?~~~ . I o o 32><10 .~ Z <(' :1:1- I-ffi c:r:::E. <(~ Wu -'0 Uo en wI' ~~ enu. -0 w I :::!:~ C2::i u.<( SQa :l:w 1-:1: ZI- j:o Z 1-, wWi ~5'\ Uen 0- o!::: ww: :l:U, I- i=, !!:o z woo !d Xi I- 1-1 o , Z i ',r'" \ , I iO o 'V o o .. CONTRACTOR'S DECLARATION OF OPTION FOR MANAGEMENT OF STATUTORY RETAINED PERCENTAGE A. I hereby elect to have the retained percentage of this contract held in a fund by the Owner until (30) days following final acceptance of the work. Date Signed ~ B. I hereby elect to have the Owner deposit the retained percentage of this c~t an interest bearing account, not subject to withdrawal until after final acceptance of the work. (Q) ~ Sign~ Date C. I hereby elect to have the Owner invest the retained percen~s contract from time to time as such retained percentage accrues. ~ '\r~ I hereby designate ~~ as the repository for the escrow of said funds. ~ ~nt of all costs or fees incurred as a result of placing said thorized by statute. The Owner shall not be liable in any I hereby further agree to be fully responsible retained percentage in escrow and investi i way for any costs or fees in connection ~"~ The biddcr is hereby^ ~ that by signature of this proposal he/she is deemed to hllve acknowledged all rcquiremcnts and Sig~~rtificatcs contained herein. Signed . ....;...;.... ),'OIN4 Up"el' Noh Road Park DO/lilJa/')' 11'0..110/11 Sur/aCing and 7i'afllc Item.' ,c..o-.-'~' - - --j ~'i ~~;::~~I'~~ '.;~:~i;:;,.~' .~~~'\;'.TI~~~~)~jF:,;':..~.;:~.;,::jJ'J'~Jt~:' Et, :J.........~ - I o o ~.."'" Li..:.~".:.~.a:J<~~..qj ., o ,- o .. Z <(" :1:1- I-ffi c:r: :::!:. <(~ Wu -'0 Uo tJ) WI' ~~ en u.' ~o! :::!:~ C2::::i u.< SQa :l:w 1-:1: ZI- j:o Z 1-, wW1 ~ 5~ Uen 0- c!:::: wwi :l:u' t;:g -z: wen,. S:! xi bf--J Z < " SUBMIT THE ENCLOSED PROPOSAL BOND FORM WITH YOUR PROPOSAL. .. '.r"'" , I I USE OF OTHE~.A5J~~ FORMS MAY SUBJ~ YOUR BID TO RE~ION. ~~~ ~r{j ~ NOTE: Use of other for~~it the bond below an amount equal to five percent of the bid t rcy, ,~'0 ~ o o I 0 o )(01244 Upper Holt Road Park 8a/llldary lI'a,\'II0111 SlIIfaclllg alld TrqO/c Itom1 <C--;'-"'--' '~:_~ "-'lei' I' 'n~:{_:,"\~Y;, 32X 10: - z <(' :I:!z I-w ~ ~~ Wu -'0 Uo, ~~I' ~I- en u.' -0 ~~ C2::i u.<( !Q5 :l:w 1-:1: ZI- j:o Z 1-, wW1 ~5i U(/l 0- o!:::' Ww' :l:u ~~, Z' ill tn' ~~! ~I , ';r',"" " o fi( .,' J o o .. PROPOSAL BOND KNOWN ALL MEN BY THESE PRESENTS, That we, of as principal, and the a corporation duly organized under the laws of the state of . and authorized to do business in the State of Washington, as surety, are held and firmly bound unto the State of Washington in the full and penal sum of five (5) percent of the total amount of the bid proposal of said principal for the work hereinafter described, for the payment of which, well and truly to be made, we bind our heirs, executors, administrators and assigns, and successors and assigns, firmly by these presents. ~ \\ The condition of this bond is such, th,at whereas the principal herein is herewith sub~ ~ or its sealed proposal for the following highway construction, to wit: . " , ({5)"-S ({JO said bid and proposal, by reference thereto, being made a part hereof. ~~ cepted, and the contract be awarded to said d contract and shall furnish bond as required from and after said award, exclusive of the day shal1 remain and be in full force and effect. NOW, THEREFORE, If the said proposal bid by said princi principal, and if said principal shall duly make and enter into and e by the Department of Transportation within a period of twenty of such award, then this obligation shal1 be null and void, 0 IN TESTIMONY WHEREOF, The principa~ d~of ~ . ~~~~';~I) ~ (Surety) (Attorney-in-fact) have caused these presents to be signed and sealed this I a o , XO 1244 '",', ,..,,,.,. Uppel' !falll/oad Park Ba/llldary IVa..lla/l1 S/lr/aclng and Traffic /Icm.. o .,..\W/-':-"ft,,' V""!"/',- '.~-~"':""-'~"7~':~7..' ,.~L.' 0,']8.' 0" ,0,,,.', ,','fW"', ""~~'-wl!I""_-"~~r_ ....., , ./:.' ".\" ,:.f1,,: i':,;::",\';', .,.......'L' _.....'.... "" _.",~:",,,"' ., :A... '.~""':";'.o.. .....~ - o .- o .. DISCLOSURE or LOBBnNG ACTIVITIES Complelf: .hi, form 10 di\clOSf: lobb,in& 'c1ivilir, purluant to )1 U.s.C: 1352 (See 'e"'rrSf for public burden dinlosurC'.) "'w-..d by 0..... a).~ Z <(' :1:1- I-ffi ~~, Wu -'0 uo ~~' ~I- enu. -0, :E ~' C2::::; u.<( SQ5 :l:w 1-:1: ZI- j:O Z t-{ :E ~J ~O, U(/l 0- O!::: Ww. :rU 1-- !!:b z wen !d :2, bf-,' Z 2. StatuI 01 ft'dclIl AClion: D .. bie,tloffer/appfir.ation b. Wtt,I award ~ POIt..w,rd 1. 1ype 0' hdc"I.lClion: O a coni'''' b.I,.n. It. cooprr,li...C' ,srrement d.lo.n Co 10'" lua"nleC' f. 10'1'\ in,ur~ncr .. N.me .nd Add.e.. 01 Reportinr; Enlity: ::J Prime 0 Sublwardee Tier _. illnown: So Report Type; O .. initi,l ri1inl b. materi.1 W"lr for M.ltr,i..1 Chlttsr Only: ,e.' _ qUlner _ d.le oIl.., report S. I( Rrportin& Enlit, in No.4 b Sub.wardee. Enle. Hame and Addrrn of Prime o Con fellional Dis.ricl. ;tAnown: '- federal Oeplrlmenl Ar;eneyo 7. .. frd~rll Atlion Numbe,. ,1 'nown: s. 10. ... "",m, Ind Add,..., 0' Lobbyinl Enli.y ,,1 md,VldUII. I~.. f1~mr. f"st ",mf'. M/t: 11. Type ", '.""ent lchoclc .111ll.,.pp/y/: C a. re.,iner o b. ane.tlme lee o c. commillicn o d. con.{nsenl te. o c, d"e'Trd o I. olher; .pecj~ 12. ~.m 01 hym.nl /ChocA .11 Ill" .ppl V w ... (un o b, in. kind: .peeltv' n,llurr ",11 ,r- 14, ,lormt:d Dr 10 bt' Ptrformtd and Carrl'. of Scrwice fncludinl: officerls.. employtrtll. J'mf'"' 'ndiulrd in Item 11: . .",rfI .,.""....'10,.. "'.." ~.A .hH."."'t IS. Conlinullion Shul'" S'.LlL.A 11Iach.d: o Yes ONo o t1. _..-..""" ....~I... __~ .... ....... . .,,"-"'... ., ..." It U,I C ___ taU ,.... .......... _ .........r ...-.... . _11'l'Wll......-..... ., WI __ ---.... -'-" .. ......... '" fh. .... ...... ...." 'hot 1t-.n_........._I......~.. n.............,.............,~.. I' ute ,." nr.. --.._..... .. ............. __ c~____ ~.,..,.............. ...........-......... .................... A.................~.,.................. ...........-....... ........ ,.._........,.... .........WIt_............h'...... Dlle: S1sruIU'r. Prln' Him.. nil.. T.lephon. No. , '0<1...1 U... 0""" " ht"'-it""" &M" .................. SUM"~ ,..". . UJ ,,'~1::tf~:. ',~,: ":~:~~,;t:... """'" ..P..~r..~''''I!''''!'!''~...-~....~~ ..,...~~WL...___.~.. :i;)t~~t:}(:::.;~'-.",:'; "~'r .,'r"i,'j'):::\ti~' '/<:.', '-';'~':~t;-d~~ t "::~ (M_-'~=: . .a-T [ o~~l' ,,, t ' ~ ...,--,-'~ "~ ..'IW' I I I' I I I. ~ 10 ~, -- I o o 32 X 10' v- ,- Z <. :1:1- I-ffi ~~, Wu -'0 Uc en wI' ~~ enu. -0, !:E~' <(- a:-' u.< !!15 :l:w I-:J: ZI- j:o zl- ww ~5i Uen 0- o!:: Ww :J:u 1-- !!:b Z WUl U- i= :J:. 0" Z ',r' o o c~'~. o o .. / INSTRUCTIONS fOR COMPLETION OF SF-llL, DISCLOSURE Of LOBBYING AcnVll'ES - This disclosure 'arm sh.d. be completed by the reponing cmiry. whether lublw.rdce or prime feder~J recipicnt. JI .he inili.uion or rl'ccipl 0' .. covered, fcdc'~ .ction. or.. nuleri,l ch.nle to .. preYioul lilin&. pUrlu,nt to tl~Je 31 U.S,C. ,ecdon 13S1. The IilinS 01 .. form" required 'or e.en p.yment 0' 'grcemcnllo md.e p..ymcn' 10 Inr lobb)'I"1 rnury lor innucncins or Incmptinl 10 innuence an oHicer or employee 01 any ..seney. a Member of Consress.. VI oHlcer or emplo)ft of Conl1en. or .an cmplo~e.e of ~ Memb~r 0'. Consressin connection ~t.h .. cowered Feder..' lC1io~. Use tt\c SF.lll.A Continu..rion Shed 'or ,ddltlon,1 .n'orm.lIlO" If the spIce on the form ~ In,dcqulte. Complete ,U Items Ihjl .pplr for bOlh lh. inili" fiJina '"~ .m".?" ch,"~e "pan. Refor 10 11>. implem.neina auid.nc. publi,hed by the OHic. of "''"'Iemenl ond Budael for add.uonal mfolTn.lhon. 1. Idenlify the f\'lle 0' covered fed~..I IClion for ""'ich lobbyins .aMly 's andto. hIS be.n secu..d 10 inllu.nc. Ihe outcome of a covered fedetal'ctlon. , . 2. Idonnfy Ihe SUIUl of Ihe cove..d Fed...1 aaion. J. Id,neily Ih. .ppropri.le d.niticalion of chis r.pon. If chis is a lonowup .epon cau..d by . m.l.ri.1 ch.n~e I., I'. in'O""lCion pre..ou.ly repon.d. ~ne.r Ih~ yu. .nd quan~r in ""'ich 'he ch.nse occune~. ::t the ColiC CI ;~.~ I:.u p,e'liOUlr.,. 'Iubmined repoR by thl' 'CPO"'". cntny '01 thil coyered Feder.al I.Cllon. ... Enler Ih~ fun "lime. ,Iddr~SI. ciry. ."ale and zip code- ~, the reponinl enli~. I. Con re'llion~1 Dillric~. if known. Check the .pprOp"'1le d,udi'catJon 0' the rtponl". tnlily thai duiS"1II . . or ".pcal 10 be. I P""'f Ot lub.--,',I,d ,ecipie'nt. Idenlrfr .th~ liet 0' the ."b.awII'dee'. .... the fint sub thc prime il the 111 til" Sub.a.......,.r"'. include but .re not limned 10 lubeon""I.. tUbl''1"1t and Contr~ct rd nde, I,,antl. 5. IIlhe oll.niulio". fifinl the repo" !" item 4 checks .Suba"""d,,-. then c~~ u I "lime. .addre... dry. 1I.lle ,nIl zip code 0' &he pnme fcdelll rt'ciplcnc. Indude Cons'cniorul Oiltrice.. if ..~ 6. Enter the ",me 01 the federalascney makinS the awald or 10Jn ~~~cnt. Include at lent one o'1.aniUtlor:.a1 1...1 below as.ney n.me. if known. Fo. ellmple. D,p.nmenl~~.tion. Uniled 5111.. CO"I Cuard. 7. Enlt. I,h~ Fede"l p,os"m n..me ,!r description lor 'h~C' III .ction (item 1). If known. .nl.. rh. lull ClllloS of fede..1 Dom.sl'c AsI'stlnc. ICFOAI nU.r .nIS. coope.aci.. .sreem.nll. lo.nl. .nc! lo.n commrtmenll. e. Enl.r Ihe moll .ppropriare fede..1 iden.tlf~ns~er. . .bl. fo, she f.d...l uti.n idenlifi.d in il.m 1 I.,!.. Requ.1I fa. Propos.1 IRFP) numb.r; In.""~I'O . Bl number: aranl announc.m.nl numb.r; lh. conlract. aranl. or lo.n .ward numbor; ch. apploc'I' r conuol number ISsian.d br lh. Fed...1 aa.neyl. Incluee prefixes. '.S.. "RFP.O['90'001." 9. Fo. a co....d fed.r.1 aCllon ...he.. Ih~.en .n .wa.d or loan commllm.nl br ,h. Fed...l .!.n~. .nlcr Ihe Fed..., .mounl of &h. a.....d10.~~ for th. prim. entil)' Identifi.d in il.m 4 or 5. 10, la)[nle. Iho lull n.me. addres e .nd .lp cod. of Ih. lobbyina enllly .nalSed br she '.pO/1ina enl.~ idcnufied in hem 4 to i~ olfCrcd Feder..IICLion. Cbl[nl.. Ihc lull n.mle1' I In 'd~.I(s) p~rlonninS . .",ic... and include lull Iddlcn if diHe..nl from 10 hi, [nler LISI "';.mc. f nd M,ddle In,llIl (Mil. I I. [nl.. ,he .moun ~arion p.id o. ,uson.bly e'pect.d Co be p.id by Ihe ..pon,nS .nl'ty Ii,.", II 10 Ih. 10bbyinS .nl, 01. Ind,cll. whethe. Ih. pl~enl hit bun mad. C.clu.1l or will b. m.de (pl...nrot. Ch.c~ .11 bales Ih I ,hi. ,. . m'lenal ch.ns. 'epon. onrc. the cumullli.. .moun' 01 p'rmenl m.d. or pl.""O., 10 be mll~ 12. Chock Ihe pri.IO bo"esl, Ch.eck..1I bo.es Ihu .pply. If pl~enC Is mid. Ih,ouSh .n in.klnd conlnbul,on, .poc'''' Ih. n r. Ind ..Iuo 01 Iho 'n.k,nd p'~en'. 13. Ch.ck Ih. Ipp'Oprill. bo.l..). Ch.ck.1I bo... Ih'l.pplr'. If oth... ,pecify nllur.. II P,o.id. I .poci/i~ .nd d.llilod des~rlplion 01 Iho SOMers Ih.lth. lobbyi" hu perionn.d. o. will be up.eted 10 porionn. .nd Ih. d.I.,.1 01 Iny !."",es ..nd.red, Indudo III p!opmtory .nd "I. led .ctivity. nOI jUIl ',m. .pen, ,n IClu.1 conucs w"h f.de,,1 off.cl.I.. Identlly Ihe fed..a' off.ci.Il.) a. .mploy..1I1 contlcl.d or the oH,co".). .mplor..ld. o. M.mb.ri.) 01 COna"Ulhu ...... conllcled. 15. Chock wh.lh.r o. not. 5FolLL." Conlinuuion ShUll.) i. an'ch'd. 16. Th, c.nilyina official.h.1I sisn and d.l. the form, prinl hi"".. n.m..lIll.. .nd ,.I.phone numb.,. '\lbIIC "porn", burden '01 tfm co"'"'O" O. ,n'o"".fton il tlalft.l<<d to 1""111' )0 minru.. pcr ""pori", tnctudi"& Crnw 'D. ""'''''''"1 .nSWCllonl, MutNnl <<"1\1"1 d.u ~urcC1, I.'then". Md rn'lnWI\l"1 tht du.. ntf'dt'd, ",d campl'Dnl ANI ~"& en, co/lUDO" a' inrO"",,llon. SInd romm,nu "llIrfl"1 Ih. burden ""mal' 01 My 01"'" lIPtC't af th" coll'nlol\ a' iIt'orm,lIan. ,ncfud'"II"'UfUIO"' la, "due.n, "'~ burdrn. 10 "'e OH." 01 ....n.l.m...lllld ludl'L "pon.MIa<fuC'1lo. 'ro,.., lDl~"'. w""'"&1on. 0 C, :0101 r ~ 0.:'1.,) ............ . ('<J':" ;,.,I.d',f" JI:L_JIIl...M----LL it::... ............... ~.4 v t 10 I o o 32 X I 0 JlIIJf .IlSlHiI:II.~ o ,- o .. ~ ~ \\'uhlnglon Stale 'If Department of Transportation Subcontractor List Plepared In compliance with Chapter 376 Laws of 1993 Z ~...: I-ffi c:r: :::!:, ~a uO enO ffi~ -' 1-, enu. -0, ~~: C2::::; u.<( ~5 ~~ ZI- j:o Z 1-, ~~! ~ en U(/l 0- o!::: Ww' :l:u ~13 z: wen' ~ 5:, b....! zi To be SubmItted with the Bid Proposal Project Name Subcontractors that are proposed to perform categories of work exceeding 10 percent of the contract price must be listed below. The categories of work are to be listed below the subcontractor's name. If no subcontractor fits this criteria. enter "none proposed: Subcontractor Name Categories 01 Work (\ ..~"--'._--',. S..'o. ""' , v .:-.. Subcontractor Name J, Categories of Work l~ I) "-' Subcontractor Name Categories of Work --~~ ~ Subcontractor Name Categories of Work r" Subcontractor Name Categories or Work o Subcontractor Name CategorlCls or Work o DOT '_'"4" -.... 1 I ,~ l <;~.- c;--. ~- ;.,,' ~ ;~':~ ~L~'~~ ''''., (~:~' ,"3t~jJ:~;E:,'''~.~,;/' "'", ~:f: ,)--"J O~_ ,,"~i'::j~,:":,,:-2:. ,.. ...~__ ~lIllIiIII_ I a o 111I 32><10; J ..aillll ..- Z <. :1:1- I-ffi a: :::!:, <(~ Wu -'0 Uo en wI' ffi::x: -' 1-. en u.' -0 ~~' C2::i u.<( !!15 ~~ ZI- j:o Z 1-, WWf :::!:~,; ~o, Uen O- ct:: Ww: ::X:u 1-- !!:b Z wen ~ 5:1 I- 1-, o .. Z r- o o 'C.Ao-- o o .. ~ rr.= Wublnglon Stale 'IE Deparl.-nt 01 TransporbUon Subcontractor List Prepared In compliance with Chapter 378 Laws of 1993 To be Submltiecl with the BlcI Proposal Project Name Subcontractors that are ptoposed \0 perform categories of work exceeding 10 percent of the contract price must be listed below. The categories of work are to be listed below the subcontractor's name. II no subcontractor fits this criteria. enter "none proposed.. Subcontractor Name Categories of Work ~. ......-...--... -- , /. '" , V' ,.....~~ J ) ," Subcontraclor Nal1)8 Categories 01 Wor1< J\.. 1 '--' Subcontractor Name Categories 01 Wor1< Subcontractor Name Categories 01 Wor1< SubcontraClor Name Categories of Work Subconlractor Name Categories 0" Work DOT=~I .~:' .. .~=jx' "./~' ' '.,.' ..,'-.. , . ill , " b.~~.:"; - I o o , \,> 32xlo i,','" " ,- z <( . :1:1- 1-1:5 c:r: :::!:, <(=:> Wu -'0 Uo en ' enw w:l: -'I- enu. -0, ~~ C2::i u.<( SQ5 :l:w 1-:1: ZI- j:o Z 1-, ~~J ~o, Uen 0- o!::: Ww :l:u 1-- !!:b Z wen u- i=~ o z ,,..., , 0 I o o o .. ~ ~ Washington St.l. 'f'1e Depilrtment of n-anaport.Uon Disadvantaged Business Enterprise Utilization Certification / I. To be eligible lor award 01 this contract the bidder must fill out and submit. as a part 01 hislher proposal. the following certification relating to Disadvantaged Business Enterprise (DBE) requiremenls. This certification shall be deemed a part 01 the resulting contract. Failure 10 liII out and submit this certification. the inclusion 01 a false certification. or Insufficient projected use 01 DBEs. shall be consid- ered as evidence Ihatthe proposal Is non-responsive to the Invitation to bid. Information on certified firms Is "val/able from OMWBE. phone (360) 753-9693. certifies that the following Disadvantaged Business Enterprise(s) Name 01 Bidder . (DB E) have been contacted regarding participation on this project and. n it Is the successlul bidder on this project. it shall award subcontracts to or enter into supply agreements with the lollowlng DBEs as indicated: (iI nacessary. use additional sheet). , Name of DBE 'Certification No. . Amount to be Applied Towards Goal CAPACITY (ptfme,JoIntV.nture. SUbcontraetor, M.nur.cturtt. R.gular . 0.."', Of Service PtD'ltde 1. 2. 3, 4. 5. 6. 7. B. 9. 10. Disadvantaged Business Enterprise Subcontracting Goal: ** DBE Tolal $ * 500 Iho seellon 'Counling DBE Parllclpsllon Toward Meellng Ihe Goa/'ln Ihe SpecIal Provisions ef/hls Contracl. .. The Conrracllng Agency will utilize the abeve dBla Ie delermlne whelher Dr nollhe bidder has mellhe goal Of Ihe average goal allalnmenl of all bidders. DOT ~c::!~2i%;6A ~ ~ ._-- -:. ~.. ~:~, -::- ! e '~r;~,,)'f;:;i.~~T'r"'; '.~!:. : ,"'::J ~~~'~ } 0 , ~_:_,~~!:: l' I A,,*,~\" , o o ~,_.- (.0 -= ~~ 32xlo OlI&I~'~*~rI: ., ,~~. .....1llI o ~.~ o .. o Z <C . :1:1- I-ffi ~~, Wu -'0 Uc en w'. ffhl _~ I- en u.' -0 :E ~, C2~ u.<C SQ5 :l:w 1-:1: ZI- j:o zl- ww, :::!:~' ~ o~ Uen 0- o!::: Ww :l:u 1-- !!:b z W(/l u- -:I: b.... z ,'.'/":U' !I tA~~';7c." ,(~( '~~r"S~rr~!\t: ~\ .:~.:- ~ -'.-:0'1' :( ( ,) . ~ ", \.\.J.i . '1 ~ ~~'\.,.: . \' \ '" '~" ': ( \ I) oJJ~;. ..... ..... ~~ , t -.- -- -'---'. -~ -\ ~ '\ /.' .... - ~'1 \~,___;, ?'" T f) )--'!!!....... _ ~ ;J. ,jft ~ ':J., .../..;....;..... . ~..") I -;'\ ,~~ r. .'~ , ....I-~' ~"'" . ,it. . ':t.,. . \-. ~.h;l']II...' /1;~rW : .... (~\ ~r:r.{t\\ , :::,... - ...,......... I "....,c,~ . '~E;' (i\,t ,';' ','"'-., --.... ./ /..- ~..~ -", ,t ........ .' \ /.':':,::",.::;,;,'1 ,..~~~:;" "~,l,: },." ,'::, "T" I" '\) ~, ,_ I.. 0 ",' "--Z)" M "p , """"" / '. II / ~ .....:;:::::.. ......_. "t./ \ '.~. . ,. li:""'" , I' A../.... J~., \::.::::':'~:::;':-::.":'. .11....;0. ...... .'- \ t........"._ . ..... 1\"; . Y ( - l~~~.S:"~_, ~-' \,..~\. . + ) ~/" v;~. I I i.....;'~'~.~:. -:;-') ~N,j:lV" ,.. \." '7.' ~o': ''\'' ),. " \i:::"" \ ~~ vP' _ V' ") 1''' \ /.,: \. .1,)" 11"" (t'! 'i Ld <z:.. '-'-" ~ \... \, \0- r::::" l'~,:/ t;L,GJ:ce.;:, ~_. / , -' I \,/: , u .ir u ~~::: ~;'--'7"l ) \ ,fi'\ J '.', \__/ .._~~ft~.'\!.~tK~[Ii ~~ Y' '.--..t.,~. ~ [7)' ":..'. "/\'~ . ":...... ;~',,, '\~ ~ I~.~ .,;,,,, ::;:p~"^,\ V'~ ~ ~..y, I'....,... .. .- __.__"",__" -' - _.\.- f(" it.' \~-" If \ <i. V. ~....- ....;r... t.y' T ~~,--L l' ( 1---' \ \ ,\ f~ (i ~.~ ~'_ '\ (~ ' . '" - , I .. .......1;... II ,. . to ( " 'Y .. \ " ",' .. 'i ;;..... :"- .. ,,\~ ,..... Y "1"""" , ., ", ,,' ~r,"',,,,1. ' .! ,..... I \ l- :, \ \ " "\ ~ - - ...... .,/? '- '7 ....,:, I , / 1 ";-) ~.., \ 'Il' . I~~ ~ '.' '- ~ /- '- I <I, ~ '0 : ,It, ,(. ( , ') f/-" J::t( (f}'" ..-C:.!1 ;,J;';' ~ 1\ ~ ~ /'.t /. . - , . - -- ~"' -::- - ~....."- L '-~, R>< Y - ~+-:-~}:.r' ^ /~--............/ \Ifl ': " , . r'~"", J \ ---... i . ". . ...;: '1" ,: . ~, ... If' ....';.u.1I ',,'.' "'7...t:J."'~'~1 ~\,,, ",;''';"" . ~ .." ~ · :)-- "",: .r::', ,() ,I- ~r~-z-~ --.{- T-\I~,.. \' ;'\... 1>-....:J ))".~ ~. l \:\r-~7--:C-,~ N') A^ T ' ~ ! " \. x,.; ~'l'" 'X. ),,:1 h" '7 ,~' .' ,- .... 1"- \, . i , ..!. '. '\,~ i ~__ { --I-: ><.. ,". I"~'.!\ ./ \... .... - - - 7-~ illiJ' :-- .;::;-::: r..~._j ~; l.!:?i~~, IV . \/ \" ~V..' 1\-"'" "::-\" " ", ~ -v-I, " " !', 'I \ ,,""" ~ ,I. "'::l.;.! ':-1 'j J I \ f v'- I j I } I::', """..:..~~-~:._:~-- ( '::::~J:J-,':~.;-;+V \ rj ---, "".--.1. N) ; ~., .... "'j.l~.~, II 1I..-I1t II t" ,.- rf......... II . " ....,!,' :::' "'_~' I' ", '-, ~ . (f.' .r-:..',~, ~' .., ..~..' .tl-- -r:....: I, " '\. " .....' ....., \ ", I ..'\:;""""- J' . .' ~!Y ,-.......> ---, ,,- ..,.. ...'. . ...-; . .- ',:;..':. ,....... " . _._~...'.~ ."...."""'.:-.li--~- : "-""""'--.....' ~~ '\ '.\ I ." .; I ~ ",.' .... .;:........ ~O1.' .... ~ II '.... .. \.. II II ?" I' "/~", .: .. .. 'I ---.......... II'J II.. ' _~~.~., ': I ..... .SJ.- "I .' , )',,1 / , ,..-.::-::.- ..',.. ~Oc9oS'l.' / .~\ I \ ( ,..' I , , \)/ (.f -.....1 --- \ .Jh!f' ..~. ~ G~,. '" /'. I. ", '.~ . ' I ..........',~.{ ~~, . \.' '~. ---~.. '1, .:~:..~ ~ ~._" _~'_'" VICINITY MAP .. - . . ~'''\' ...-- -j- --;t, L0" I J.....-; /' ').:~>^;; ,,~ ,"" ..' UPPER 1I0R ROAD , ", l .' \:..' J" ~'\ __" ~ ~,,V ....,.., i___~J.. .(_' \' PARK BOUNDARY ... ;'.' -'---':~4?~ --;:, --~"-!f:~.;J..2t..;(.., --- ~ " ~ ~ -1:<" WASHOUT ,t '... .. II:' ,.',! I' .., .... l-Z..", I ('.. ,...;)-- I \,\- ! ~ ..) "'...J..._ '_-=- ,--', l__'_J-__i ,-- . X01244 -'--r-----'-\! .::::: ~'7'" '} :... ,..._.. ,.,', , \ ... ,!I.J.._..~M. 6_. ,: .'........ ,-....,.-;;.,.. ~ .-- " JEFFERSON COUNTY \ PUnLIC WORKS 124'110' '..'1.. , .. , .,.... o o o \-" c=-;-.-.-- .. r:; --- .il ~ .. ., (' ,:) ',;:;I;~~". 'J "....'...n'.. ;. .... :.......-.'d_..Lb....4.. ~ - '.. of.. . 10 32X 10 _~ 1II'<r:'J'_ 'lIliol i~Jd;l_MlM.II MMIWIa '"~ Z <. :1:1- I-ffi c:r: ::E, <~ Wu -'0 Uo r3 ~i -'I- enu. -0. W ' :::!:~ C2;:j u.< (/l~ _0 :l:w 1-:1: ZI- j:o Z 1-, ww, ~5'; U(/l 0- o!::: Ww :l:u t;:i= _0 Z wen u- i= ~: 0: z " r o o c=--; o o .. CONTRACT JEFFERSON COUNTY, WASHINGTON T/-llS AGREEMENT, made and entered into this day of . 1996, between the COUNTY OF JEFFERSON, acting through the Jefferson County Commissioners and the Director of Public Works under and by virtue of Title 36, RCW, as amended and of hereinafter called the Contractor. WITNESSETH: ci\ That in consideration of the tenns and conditions contained herein and attached and mad~ ~his agreement, the parties hereto covenant and agree as follows: ~~ I . The Contractor agrees to furnish all materials and do certain work, to- t: The Contractor herein will undertake and complete the following described work: Surfacing and traffic i nd other various related work Upper Hoh Road Park Boundary Washout Project Number X01244 fr~M.~ 11.83 to M.P. 12.18 in accordance with and as described in the attached plans and specifications and ~~'d Specifications of the Washington Department of Transportation which are by this reference incorp~~ and made a part hereof. The Contractor shall perfonn any alteration in or addition to the work provided i~ ract and every part thereof. The Contractor shall provide and be at the e"pen~~qUiPment, work and labor of any sort whatsoever that may be required for the transfer of materials and~~ing and completing the work provided for in this contract and every part thcreof, ~"\:> 2. The County of Jefferson hereby prom' grees with the Contractor to employ, and docs employ the Contractor to furnish the goods and equ' scribed and to furnish the same according to the attached spccifications and the terms and condite' contained, and hereby contracts to pay for the same according to thc attached specifications and the sc unit or itemized prices hereto attached, at the time an in the manner and upon the condition provided ~ n 's ontract. The County further agrees to employ the Contractor to perform any alterations in or additil;ms provided for in this contract that may be ordered and to pay for the same undcr the terms of this contr the attach cd specifications at the time and in the manner and upon the conditions providcd for in this contra . 3. The Contractor ~self, and for his heirs, exccutor, ad~inislrators, succcssors, and assigns, does hereby agrce to the full pcrformance of all the covenants hcrein contained upon the part ofthc Contractor. 4. Prior to commencing work, the Contractor shall obtain at its own cost and expense the following insurance from companies Iicenscd in the State with a best's rating of no less than A:VII. The Contractor shall providc to the County Risk Manager certificates of insurance with original endorsements affecting insurance requircd by this clause prior to the commcnccmenl of work to be pcrformed. The insurancc policics requircd shull provide that thirty days prior to cancellation, suspension, reduction or l1lutcrial chunge in thc policy, noticc of same shall be given to thc County Risk Manager by rcgistcred mail, return receipt reqllcsted, for all of the following stated insurance policics. .\'0/244 Upper /foil ROlld 1'lIrk BOl/lldary Was"o/ll Sl/r/l1clltfll1nd TrqJJIc Itell/,' -,,- - ~.., o (~1. 'LJ.::D:, ..-~'~, ~- ....... ~ v .~"~,.",,ID ~.!!!...... ....;~ I o o 32>< 10 --..-, .. IHiIII r ,- Z <C . :J:f- I-ffi ~~. Wu -'0 Uo en W'\ ffh -'I- enu. -0 :E~ C2::::i u.<C ~5 :J:w I-:J: ZI- ;:0 Z 1-, WWI ~5; U(/l 0- o!::: Ww :l:u 1-- 1-- !!:o Z Woo u- i=~ o Z ',"''' o o - - o o .. If any of the insurance requirements are not complied with at the renewal date of the insurance policy, payments to the Contractor shall be withheld until all such requirements have been met, or at the option of the County, the County may pay the renewal premium and withhold such payments from the moneys due The Contractor. All notices shall name the Contractor and identify the agreement by contract number or some other form of identification necessary to inform the County of the particular contract affected. A. Workers CompensationlL & I - compliance with the applicable compensation law ofthe State of Washington. B. General Liability(l) - with a minimum limit per occurrence of $1,OOO,ooo~e odily injury, death and property damage unless otherwise specified in the contract specifications. This insura 11 indicate on the certificate of insurance the following coverage: . ~ 1. Broad Form Property Damage; f(J\ 2. Personal Injury Liability; r?";;;:::!J 3. Broad Form ContractuallCommercial Liability (contractors on~ 4. Premises - Operntions; and, 5. Independent Contractors and Subcontractors. ~ (I )Note: The County shall be named as a~~nsured under this policy. C. Automobile (2) - with a minimum limit per~~~ of $1,000,000 for bodily injury, death and property damage unless otherwise specified in the C~~fications. This insurance shall indicate on the certificate of insurance the following coverage: ~ v I. Owned automobiles; ~~ 2. Hired automobilcs; and, ~'\f- 3. Non-owncd automobi~ (2) Note: th~~t;;;ll bc named as an additional insurcd party under this policy. Any deductiblcs or' s ~tention shall be declared to and approved by the County prior to the approval of the contract by y. At the option of the County, the insurer shall rcduce or eliminate dcductibles or self-insurcd rctcntion ntractor shall procure a bond guarantceing payment of losses and The Contractor shnll procure n bond guara ng payment of losscs and related investigations, claim administration ,and dcfcnse cxpcnses. Thc c.ontractor shall includc all subcontractors as insurcd under its insurancc policics or shall furnish separate ccrtificntcs and cndorscmcnts for cach subcontractor. All insurancc provisions for subcontractors shall bc subject to all ofthc rcquircmcnts statcd hercin. Failure of Thc Contractor to take out and/or maintain any rcquired insurancc shall not relieve Thc Contractor from any liahility undcr thc Agrecment, nor shall the insurance rcqulrcmcnts bc eonstrucd to connict with or othcrwise limit the obligations concerning indemnification. :"" ,\'01244 Uppel' !loll Road PlIrk Boundar)' If!a,,lwul "';;.' Sur/acing a/ld TrqO/c Ilc",s ":":'<~Vll/r;~.,r "". . ;,.<;1;1 \,.:::~;~'t;~L.;t~'f'i.\j:2 ' (:-;--' ~:. ~~ E)~(.':J,) ~..;.j~' ~. - ....,--"-,- ..,..,,::;;::- - ( 10 """'~...I:::.~'-':'~ I o o 32 X I 0 ~_.... I ~- z <( . :J:I- I-ffi a: :::!:. <(~ Wu """0 ~o, enW w:l: ......1- (/lu. -0, w>, ::i:1- C2::i u.<( 5!lS :l:w 1-:1: ZI- ;::0 Z 1-, wWi ~ 5\ Uen 0- c!::: ~W: 1-S1 !!:b Z W(/) u- i= ~I ~ '~ ) :r - , , j o o , " :('- ~ o o .. It is agreed by the parties that insurers shall have no right of recovery or subrogation against the County (including its employees and other agents and agencies), it being the intention of the parties that the insurance policies so affected shall protect both parties and be primary coverage for any and all losses covered by the above described insurance. It is further agreed by the parties that insurance companies issuing the policy or policies shall have no recourse against the County (including its employees and other agents and agencies) for payment of any premiums or for assessments under any fonn of policy. It is further agreed by the parties that any and all deductibles in the above described insurance policies shall be assumed by and be at the sole risk of The Contractor. It is agreed by the parties that judgments for which the County may be liable, in excess of insured amounts provided herein, or any portion thereof, may be withheld from payment due, or to become due, to The Contractor until such time as The Contractor shall furnish additional security covering such judgment as may be detennined by the County. ~ The County reserves the right to request additional insurance'on an ,indivi~~or extra hazardous contracts and specific service agreements. ~~ The Contractor hereby agrees to indemnity and save hannless the Co , . Icers, employees, and agents from and against all liability, loss or damage the County may suffer as a ' of any claims, demands, costs, judgments or damage to County property in the care, custody o~c 1'01 of The Contractor arising directly or indirectly out of this agreement, including losses arising out of the . ts or omissions of the Contractor, the contractor's employees, agents, or subcontractors. Claims against the County shall include, but not e to, assertions that the use or transfer of any software, book, documcnt, report, film, tape or sound du i n or material of any kind, delivered thereunder, constitutes an infringement of any copyright, paten~~ , trade name, or otherwise results in an unfair trade practice or in unlawful restraint of competition. :::- ~ The Contractor further agrees to pr#v' :'?o e for and defend any claims or causes of action of any kind or character directly or indirectly arising out ' eement at its sole expense and agrees to bear all other costs and expenses relating thereto. ~ u~~revent the County, at its option, from additionally requesting that The cuted bond as security for the faithful performance of this contract and for ontractor. ),'0120/0/ "..,.." Uppcr 11011 Road Park BO/lndary 11'0,\'110/11 S/lr/aclnl: and Trqff/c Items o '-~ UJ 1 r , ~'a eC~ ',::~:;~li\;i;.:',,:>.>i"'''''' '1 . "('""-M1''''''''''- ".." "......, ",.. ,.' ..?,," ) .. .j',. ",.;.~"..'.X,,4,l"t'!':"":"";')" ,. "'::':"" ,""1' '," "', c' ,. . 1- ..... " '" .dcI.i. ..l... ~~-"-'.1Il ..I/I.n'-.l.. ~J& .,10 ~ . I o o 'I~ I I I I · ~_,"~2)(1.9J - Z < . :I:~ I-w ~~, Wu -'0 Uo en ' enw w:l: -'I- en u. -0, w ' :::!:~ C2::i u.<( !Q~ :l:w 1-:1: ZI- ;::0 Z 1-, wW1 ~5'\ Ucn 0- 01-' w~! :t:u' I- -, 1-' !!:o' z' wen u-' i= :1:1 0""" Z o :0'~: o o .. IN WITNESS WHEREOF. the Contractor has executed this instrument on the day and year first below written, and the Board of County Commissioners has caused this instrument to be executed by and in the name of said County of Jefferson the day and year first above written. &.~ OF JEFFERSON ~r OF COMMISSIONERS ~ Chainnan ~ ~~ f(y~'V , '~~ ~, Executed by the Contractor . 1996 Contractor By: SEAL A TrEST: Clerk of the Board ,1'01244 ,"',..,'c:i' Uppcr /loll I/oad Park DOlllldary "'asllOlIl ""'" "~' ..., :'.,,'{i'..'.,'i .. '" " Ii"" Foregoing Contract Approved and Ratified .1996. @,~ A.O~ Surety By: Member Member Approved as to fonn only this_ day of . 1996. Prosecuting Attorney Director, Dept. of Public Works SIII/aclllg tllld Traffic l/clI/s lj'-Il~""'i" ;":,>:,,,.':"D."',:,;X.C'!~l ""', ,:.':.\}J~~1~~~~?j;:'rt:i;'i.Y:'.j~:t',1'\~f;::'{;{~';:'T'<;'t\~:~;:'?i'l"'-: ..,,,,,, " ~""i":J.1f",, ,. "lii,'I" I",''"''','' ""cl''',,.' <t, . '. : .J.ji.':~.:,..::..\,i"'"\,~",,,,;,,,,,,, '.....l;".,:..\<i..r.'''\'...;"..'_,:.'\..,.,.., ilf:;i,j. T - I G o 32.X Itl" o .- o .. Z <(' :1:1- I-ffi c:r:::iE <(~ wu -'0 Uo ~~ ~I- enu. -0 ~~ C2:J u.<( SQ5 :l:w 1-:1: ZI- j:o zl- ww ~5' U(/l 0- o!::: Ww :l:u ~t3 Z wen u- i=~ o Z CONTRACT BOND JEFFERSON COUNTY, WASHINGTON KNOW ALL MEN BY TIlESE PRESENTS: That .of . as Principal, and , as Surety, are jointly and severally held and bound unto the COUNTY OF JEFFERSON, the penal sum of Dollars ($ ), for the payment of which we jointly and severally bind ourselves, or heirs. executors, administrators, and assigns, and successors and assigns, frrmly by these pr~ The condition of this bond is such that WHEREAS, on the _ day of ~ A.D., 199(@aid Principal herein, executed a certain contract with the County of Jefferson, by the tenns, conditi~~Visions of which contract the said , Principal herewith, agrees to furnish all material~ certain work, to-wit: That the said Principal herein will undertake and complete the following described work: ~ ~~ in Jefferson County, Washington, as per maps, plans and spe . ade a part of said contract, which contract as so executed, is ",r'''''' , hereunto attached, and is now referred to and by this ref~ . Ifherc set forth at length. ~\>- (j5)~ ~ orporated herein and made a part hereof as full for all purposes as " 0 o ~ ),'01244 "'".."",, Upper Hal, Road Park BOllndary WmllDIII .. . ,. SIl~fQcl"g and TrqfJ1c IIems -=-~' '(0 --' '<;fTlJ7 "'~:; o. .'+'l ,. :i;~:':::~i,::~'''(\~;~.'''~ ~!:'/t,:, 10 ,", _~::---= '; :..: -:~..~.I.j_~"'i;:;: - I 9 o .'.., , 32X,lo lIwinl.I..IlIlMllIlI.llliIlI......'. "'tIIlI v .- Z <(' :I:!Z I- W' a: :::!:; <( ~' Wu -'0 Uo, enw ffi:l: -'I- en u. -0 W>- :;1- C2::i u.<( ~a :l:w 1-:1: ZI- j:o Z 1-, ~~i ::l 0'1 Uen 0- 01- ww1 Xu: 1-- 1-' !!:o' Zi wen: ~:i:1 b~.\ Z ., " ;r~" " ~ '; 0 o \ o .. CONTRACT BOND CONTINUED NOW THEREFORE, if the Principal herein shall faithfully and truly observe and comply with the terms, conditions and provisions of said contract, in all respects and shall well and truly and fully do and perform all matters and things by the said Principal undertaken to be performed under said contract, upon the terms proposed therein, and within the time prescribed therein. and until the same is accepted, and shall pay all laborers, mechanics, subcontractors and materialmen, and all persons who shall supply such contractor or subcontractor with provisions and supplies for the canying on of such work. and shall in all respects faithfully perform said contract according to law, then this obligation to be void, otherwise to remain in full force and effect. WITNESS our hands this _ day of .1996. PRINCIPAL By: By: By: Attorney-In-fact Prosecuting Attorney Ad~mceand agent ~~~~anY: ~~ ~~ ~~ ~ r ,. I I APPROVED AS TO FORM ONLY this _day of ,1996. I e o .'(01244 ,'".'.",.,'.;', .' . " Uppe,' 11011 Raad !'ark BOllndal'>' WO.lllo/l1 Srll:foclllg ond Traffic Ile",s ,.,\". ',;;',',. -::,:'j,.', ." :"~~?<"::' ';t~;I'" I ~ 'J'~' '..;..;......Li\,.,' ~.:...............'j ',.,'.:. ",..: "~""".,.l"' " I, ," " ...~ ' '. .." ..:.. '. l(~" O~--= ;,,'-.;-.:.::,:,- "'-:r"i-" .~ ~":"'~Mia' ~ r j,~ Z <( . :r:1- I-ffi a: :::!:, <~ Wu "'0 Uo U) w; ~~I (/l u.' -0 w I ~ ~: C2::i u.<( ~5 :r:w 1-:1: ZI- ~~ wW1 ~5J. U(/l 0- c!::: WWi :r:U t;:i= _0 Z wen ~~I o ,! Z ,r o o :'::',122 ICQC, -. IUl l~) SCllt IN fEET ~ PROPOSED RIPRAP ~ EXIST. EOCE ROAD PROPOS(O CENTERLINE PROPOSED Eoct RCAD PROPOS(O CUARORAIL [)lIST. fENCE [XIS r. DITCH APPRO)(, ORDINARY WATtR LEVEL OESlGNI:O 0'(: A. PAl-utH ORA~ OVl J. WAY,\NO R[V1[IPl(O 0'(1 D. LA RIl: I Il 8ft o c .. i A PORTION OF SECTION 29 &. 30, T. 27 N., R. 10 W., W.M. FIELD A.7,34'I,. 1.1 T 261.97 FT R 63g.76 FT L ~Jt.16 FT REI.lOIJE EXIST. 12.01"1.4. CONe. CULvERT INSTAlL 18" CROSS-CULVERT 1!1!':~ In ".." HOMESTEAD ENTRy SURVEY NO. 122 LECEND HOMESTEAD ENTRY SURVEY NO. 121 (TYP.) CABLED mEr BANK PROTECllON AND DEADMAN ANCHORS / JErrERSON COUNTY DEPARTMENT Dr PUBLIC' PROJECT: UPPER HOH RD. WASH OUT - TOPI SURVEY DATE or rlELD SURVEY: 12/11 - 12, BY POLARIS ENGINEERING AND SURVEY1NG. PC HOR, DATUM: ASSUMED PER PROJECT VERT, DATUM: ASSUMED PER PROJECT lL tenON A ... ~ '" .. i i:! ~ Gj ill ~ ~ ~ N ~ :il Ii Ii - ----... .....--- -....... ..-.....- .....-... .............. P'''' :; ~ Oll<> o ll<> 2 00 2 ll<> 300 100 1M ll<> . 00 . ll<> 7 00 7 ll<l 800 R["'SION; RECOUUCNO APPROVALI "tv I nrtnlll.llP'RlflNlltNT UnflRI!lI'J!lOlI'lt\l SUPlRINl1!NO[NT. OI.YNPlC NAnONAL PARK NAnOHAL PARK SLR\,1CC APPRO..n ~uatAU~'A~Jf! :fflWttrk!.~ NA flOHAL PARK I[R~C. R[~S10N; R['w1S1ON: (--;_..~ ................. ..--,----"'"'" "~~'" ,~,: ~ --~~..;.-'- ~,' o;~~ "'L", 32Xld, .. "bil1JI . '~;';i~I~:-:.!&~:i:i':'" ,:~-" :','.\':"t''''~:1~tr,UW':fr:J'~'n''t;'':~' b....- 2[- 10 l" ' 'w ~l ~J "n. ~u o ,- o .. I OF SECTION 29 & 30, T. 27 N., R. 10 W., W.M. NOltS: 1. BARB ANGLE. SIZE: Ie T'l'PE 'MU BE DETERMINED AT TIME Of' CONSTRUCTION WITH THE ASSISTANCE OF WASHINGTON STATE OEPARTWENT Of FISH AND 'MLCUF{ AND THE HOH TRIBE. I REWOVE EXISTING FENCE. STA. 0...00 LT. TO Sf.... 3+75 LT. INsrAU FENCE r STA. 0+00 LT. TO Sf.4. 3+15 LT. FIELD A47J4'n- LT T 281.97 n R 639.76 F'T L 531.16 fT 2."SPRUCE -ALDER .}6- CEO . / i I I j I 1 I \ i j 1 ,I I " ! l I I REUOVE [XIST. 12-01AJ,,!. CONe. CUL V(RT INSTAll. 18- CROSS-CULVERT ~\-((..~ '(\0'(\/ 122 ~~ 'I,1CE: UPPER HOH ROAD CIIUN1'f__lIlII244 JEITERSON COUNTY. WASH. PROPOSED ROAD RECONSTRUCTION AND BANK STABILIZATION PLAN 10m i I I I I i 1 1 ~ if I j f ! \ .~ .~,.. :r. ',', i':~ , .,"" i" ( 'H 32 X 10 o / JEffERSON COUNTY OEPART~ENT Of PUBLIC WORKS PROJECT: UPPER HOH RD. WASH OUT - TOPOGRAPHIC SURVEY DATE Of fiELD SURVEY, 12/11 - 12/14/95 BY POLARIS ENGINEERING AND SURVEYING. PORT ANGELES.WA. HOR, DATU~: ASSU~ED PER PROJECT VERT. DA TU~: ASSU~ED PER PROJECT cellON A ; ~ ~ ~ ~ ~ N Ii! -uP ~ ~ ~ ~ -"--... --...... ...--..... ...... ..---- -......- ...........- ....-...... ~~A ji~- 2 IlO 300 3 1>0 400 1>0 100 e&O 700 71SO 800 8 IlO 000 o .0 CAll .ca HOUl8 BEFORE YOU DlO 1 800 0424 aaaa C'--;--- ~ . t; :: I! , ,.k I-}.~~. " >,. t,:)'rll"?,r(~j\:,.rnf!::Z....;,,~;\/.i'" > 'i',"":~' ,.,,, :..t ...>, , batI- 10 -- ,- Z <(' :1:1- I-ffi c:r::::!:, <(~ Wu -'0 Uo tJ) , enW w:l: -'I- en u.' -0 ~~' C2::i u.<( !Q5 :l:w 1-:1: ZI- j:o Z 1-, ~~J ~o\ Uen 0- o!::: Ww' :l:u 1-- !!:b z W(/) u- i= ~i o " z , JEFfERSON COUNTY OEPARTl.l(NT Of' PUBLIC WORKS PROJECT: UPPER HOH RD. WASH OUT - TOPOGRAPt-IIC SURVEY ~~~ffRI~a~N~~'Ot~~b~ 1 POR} 2~~~t~S~YW:~ARIS HOR. 01. ruM: ASSUUED PER PROJECT I<tRT, OA rulA: ASSUlAEO PER PROJECT I SCAlI: IN rUT ~-- . .. '" ,;."; ... -- .....'" 0, HC~JZONT ~ SCA E: ," = 50' ERTICA SCA~: 1" a -I--f-- --- o 'W DeSIGNED 0'1'1 A. PALLlER RE""ON: DRA~ BY; J. WAYANO RE'w1S1ON: HC't1ty(O OYl ~ilL2"X~I[ tlll.l,.JtC'IIIIOIUlIlIHCIIHTtITO REIIISlON: ~Q."C, ~CH.~ lAST I.IHI 0' c~--; ..-- .- "l'~' ~' o o .. A PORTION OF SECTION 29 & 3D, T. 27 N., R. 10 W., W.M. rar.o; 'ur...... O(~'O/C~ '27"27""LT ~.oA~"_ T 156.J4 FT ~ R 639.76 n L .]()6,66 FT ! / '" ... :; .€ <ga ~ ~rf// a~~ ~ ~~~~ o ~ q I ~ I I, INSTALL 18" CROSS-CULVERT a ~ ~ BRUSH t.~~ I rl EXTEND THROUGH RIPRAP o / /-,"7~'$ TOP OF BANK ." ~.jlJ a /~ ~L~OfTEW SlOPE/ ~ ~ , , ~ ~ 3: A ./ ,~I J. _ <=>; .'SPRUCE ~ 6~'====:~"'-Ffc ;F"":::':'--' """. .' ... (") ==::::=- ~{ /Ii 82.;O~-.::::::.::;-.: 'CE:Sp lICt 5' SPRlJCE E. 10 --'..lZ ..... '." E: $p~__~~: ... z .. '2 ct.........."'::'~~.... 6' SPRUCE IT1 'J " -_ ... ~ - " .J~- ~ i ~o 5.,PRAP BAR:'O'~/~ARB SpA:'N~ .~--~:... ~ "..~~.- .. CJl ,.., 1/1 l (TYPE 1 OR T'l'PE 2) ICAl -tl~ > I .". Q/ ~ '~J~~~TRT i ~ '" vi . · 6J9,76 H~' i! Ii + ~ L20:t01f"T .; . 0 U1 \~ _ l!!1~ ~,,~:;l o ~ :! !i~ :~; ~ ~ --- ~ij -.3. ~.~ g8 g~~ ~ -- ~ ~ '" . ~ -; U' . '1l to ~ . .. '" ~ WOODED '" ~4.~so~t t ;_~~C!_---_.. -- 1!l ---::--- - IIB" ..~ -------------- ~ :...-;.- ..-.- --, ~ --i ....-:...._.. N. PA ~ \, APPR~LI"'TS OF ORDINAA'l' WATER LEVEl. II ~ .. t ~ " 19'5 T 112.1 R 839. I. 221.1 HOH RIVER <--NOTE, .1Ih I To be Sf; nON A .. '" ~ !li ~ is ~ .. d " ~ ~ ~ Il! ~ .,n ... i ;:l; ~ ... m o ~ ~ ::! Ii! " ~ C UNt - - ~ - - :.::::;;. ...... s ~ OAD UPPER +O,M1." ----- r:-"-- t"-rn.fClII't:I I ,-,", , I I , : M.' ~ .0. --.....-- ..--..- ----- -~-~'- ~~~~~- --~-- 1'--.... ----- '-- 'i ~\~'~II~1M _N 4 _,_J .on o ~ I 00 10 1M) 11 00 I' ~ 12 00 '21M), 00 I &0 ,. DO 14 &0 1ft 00 la 50 ,. 00 ,. 50 J 0........'" ,.. PA\EMEN'I PROF LE C. JNE ~ ~~..'"'" ~ ~porlm.nto' ~:l~~-' -- ,E), f;'~ .' r~',~I~Jt::~~~I)';~;~fJ'~~I::::;~';; )~:' ':'.':'-~" "',~~.~."'"~""',"""~~" .,-",~ " ,:'~; '~:'j'~''"'~'T~~...;;!tj~~\/,~",,+~i. i\,~'!;"",1 ';1':, \\\ hi :f" '1~';:':" .10 32 xl tJ .- I '~A /,,' ~ ~.I I:!l " ~/ 2.50'.t BAR '. RIPRAP BARB B 5P"'CINC ::E~:; :.yp(/) r"'J'CAL ;I; ~ ~ ~~~.1\ ~\~. ~ i!... ~ L '0',01 rr.. 1iI~.a;!i~ :! ga: :~ 4 -- -3~B ~G ~~l~ g~ I! :;I --- ~ ~ ~ ., ~ '" w ~ ~ ~ !ii UPl'Eft +O.~1.. -----. =:~ ------ ----- ----,.::-.: --~~ { ----~i. ,---- 'J ;_s:~~_..- -- 15 -- C~ 1l,Iilf~ .':'~ - t .. " . , . - . I ~l' . :, '. " . '. '. - o o .. :!l NOftS: 1. S....RB ANGlE, SIZE Ie TYPE 'MLL BE OETERIr.lINED A T TIME Of' CONSTRUCTION WI TH THE ASSISTANCE or WASHINGTON STATE OEPARTLlENT OF' FlSH AND 'MLDLIF'E AND THE HOH TRIBE. 2. UnUTlES TO BE REL.OCATED BY OTHERS. CALL BEFORE YOU DIG. nON OF SECTION 2~ & 30, T. 27 N., R. 10 W., W.M. .... ,w'"" 0( ,,-- ~.o/CAJ. :!!~ /' ~ '""1'~ = &-~J I tf5i.1Ji';;-r . p~ <if 1Jf, I R 8J9.715 FT t; ~#: I L 3OO.Ge FT II: ~/~ BRuSH .;".,! / /f ~~~~ ~;ci,R~s~7p~ulP~T : / 1~7'/h=:::::~~/ i ,', WWHE' . :! ~~.:::=:(~~~f~F----:'---.. ~'Sp;' ~.. 4'~UCE ""r---. ~ N 8;-~-~:::::::~ C{j 'lilJcc ~. SPRUCE T ---' '2oJ.. E ,,--036" .It I -'2 SPfiL,ec-.::........"":::....... 6' SPRUCE '-'~" .It UPPER HOH RD. .--- ~~..::--- =~~_ __ -- !:lS-N-74~if;" I: "...A- """'" ----- . ------:j ~ _/~~~ .' - 1\ .;~~p;~:;~% L"'PPROXIMATE LIUIYS ~ lJl . ~ OF OROINARY WATER LEVEL ~ ~ \fl%9J';yRT ~ R 839.78 F'T - t. 221.9J F'T . ..- -."::!?'. ~Cl~ ~ ~U ! -~6 ~ ,:!< 2i ~ liil:::w. it HOH .. ~ '" ~ SE nON A ~ ~ ~ ~ ~ LEGEND ~ + m ~ fOR LECEND SEE SHEET 1 (.~--- ----- "ru.fl>>t6 I , I I WOOOED ~ 'S ''/:0 N 5""5'SO!:'- 'E. END OF PROJECT STA. 18+50.00 RIVER t ~ ~I L-NOTE: Repair e)llstlng rip to;! with weighted tae 01 nece..ury. To bc determined by 'Ield Engineer. ~ ~ . :l! :il ~ d on ~ w g ill g ~ " ~~p 9~ P O~fCT UPP R HO ROA ELEY. . ~ 1.24 d l<.'. / 0>1> C UHE -~--- ~;.~....... "0 00. 000 -..--'" ,.'~ (DQt"~!!: 1M "''oC' 11/11 MtOU<It nil 1M -.. [ ... '.0 ~__1!! M--!!. ~ ML_!! ~~_!! 00 , &0 14 00 t &0 1& 00 1& 80 18 00 111 ~ t7 00 - 111I IllL 17 00 10 00 '0 50 rOALL 48 ~ 1Ba:0RE YOU DIG h-800-424~MM CEI TERU IE PA\ EMEN' PROF It.E C- _ 'It:' -:,[ . Cl!I[['Y ~;, , " [ c _,t..._._~_ o ,----...,,~JMle"On Counl~ L~partmonl 01 Public Worko UPPER HOH ROAD CCUIIY _ _ 1lO1144 JEFF!RSON COUN1Y. WASH, PROPOSED ROAD RECONSTRUCTION AND BANK STABILIZATION PLAN "t'~ -0)_,< _ lIIIl . . ,~\::."::~;':~;\:i,'.t<~ ", ',1" ',; C~1 ~,",;j'~,\i'~\)~'C; .- ..LL -. <' 10 <'~'c':':- 1'~": .. ":.:'. . ,:"'/ .',' '.'r:".;, ~_.... -...~ w. U~II ,~ ~~ , .~ } ":,:i , ~ o .... I . . "'" i Ii ~, J ii ~ '~ ;\ :,l 1~ 32x 10 . ""-~'.'_~~lIlIfi. - o t;~ o .. A PORTION OF SECTION 29 & 30. T. 27 N., R. 10 W., W.M. Z <(' :1:1- l-aJ ~~. Wu -'0 Uo en . enW w:I: -'I- enu. -0 :g ~: ~::::; u..<( en::l _0 :l:w 1-:1: ZI- ;:0 Z 1-, WWj ~ 5' Uen 0- c!:: Ww :l:u ~ t5, Z wen u- -:1:1 51-. Z Cl ..: o a:: :t: o :t: a:: w 0- 0- ::> ~ NOTE: 'IWL ORI[NTAnON WILL BE DE:TERI.lINEO BY THE fiELD ENCINEER AT TIt.lE OF CONSTRUCTION. ANCLE TO Bt DElERIolINED AT nWE OF CONSTRUCTION WITH ASSISTANCE Of WA.'iHINCTON DEPARTMENT or OF' FISH HID WILDUFE AND THE I10H TRIBE. L ARB (TYP.) PLAN ..... ..... ~i " / >- .OCK CLOSU.E/ EXI~I~ ~:N:7---L---~~~~Na:B .... (IYI'.) PLAN ~L:::NEL BED TYPE 1 BARB No Scol. ~" -'_\_-~ o VARIES 0' TO JO'.t VARltS 28' TO 32' JOCECiR'OAOTOE"iiSiiNOii'ANI< ROAOWA Y ~~.-,; (!\ '''l: ' C.'VEL FILL r \ ~~ - ..-----~'";lr.<<,<q.<W--. - - - - ---- ----- --,----- ___.!'fPl'SE (lYl',) .tlon;s. . \"[X1ST. CROUND L SIAHT . OO~SJHUl.l END, PLAct ROr.1< CL05URE/UIGtorD TOC (NtCr:SSAR't' TO DEFLECT nOw). J, [IlIrND ROCK CLOSURE UINIUUJ,I or ~o' PRIOR TO 5TART or CRA'lltL rILL.. J 1'1.0(((0 UPSTREAM IN PtIAS[S, HOCK Cl05WU: rHOC[EOINO 'ILL. MODIFIED RIPI N .r y...RIES 0' TO 30':t tOGE Of' RO...D TO EXISTING OANI( . " ;;;1 . i ~CHANNEL ROCI< CLf~~ OED o -4. PHOYlOe IIAnITA' rf.'AruRts. TYPICAL RIPRAP SECTION A-A No Scal. TYPICAL ROADW No Scoli OtalCf-lr.o UY: .... PALI<AE'R ReVISION: r---".'\\'''~'~JefferaOr ~Orlmenl c ~f"'\AlN DY; J, WAVAND REVISION; N(YI[v.t:O DVI n. LA JRIE I l~ oe AtVlSlON: ;~iI:~:;:~VI::~'U'IlA' CLI." IV .(--;--~ --~~..:..:....:.: ::~.~. . -.-:~ '.~.;:' :~~ . ..~ ~_'J,'" '1":: ",' '. ~'::J) ":':w~~'mJ:t~;Jr.:,;.:::.:t:::"r;:p:,,:: '.I';"D':""\"<:~:": ".".I;.:I~' """V;';'''''~t.~,,,:.,.,,,.,,.,,,:,, :"""",,"',..!f',,'. .. ' j~_~'!'~ ..... .;,:;,,,/~!,,j:'~"'1';1 'd"<lI-l'I'Htj~,,~,C'J~':':":::'~~'~'::'~~~; . '':'~:::\o;i,.;~:,T':' 32X It1 "J ,.. ~.:~~~. ;u~:: ^'~'.~..~',"~~:jf':~~ =: ~~ IT cSlB:l8Blllll I o o .. F SECTION 29 & 30, T. 27 N., R. 10 W., W.M. -BARB (TYP.) T-.J 1 ~ L:H::NEL BED .~ 36- CLASS V RIPRAP ..."CHINE: PLAceD .2" I ,,' I ~~_Jf "'"CIIANNEt. ROCK CLOSURe/ I .EO IN~~O\ff1A'8~n"CN---I ~~ QRI[NTAnoN WIlJ. BE OETERloIIN[O BY THE FIELD ENCINEER AT T1lo1E Of' CONSTRUCTION. ANCU: TO BE DETERMINED AT TIME OF CONSTRUCTlQH WITH ASSISTANCE OF' WASHINOTON OEPAATloIEHT OF' OF' nSH AND WILOur( AND THE HOH TRIBE. PLAN TYPE 2 BARB NO Scal. EXIST, CROUND...\__ UACHINE Pt.ACED ~PRAP -H "1 ~ <net ~~ >'< MODIFIED . .J ~CHANN[L .ED WEI~~Ro RIPRAP SECTION C-C No Scole i RIVER BOTTOt.l NOTES: 1. PlACE ROCKS ON BED WITHOUT SUBE)(CAVATION IF' POSSIBLE 2. fiLL VOIDS WITH CLEAN GRAVEL t.lATERlAl. SECTION VARIES 0' TO JO'.t EDOE OF' ROAD TO ElClSTlNC BANK TYPICAL ROADWAY SECTION No Soal. 'c!li~ Jefferson County. Deportment 0' Public WOlks ,C.-c{"--.F..... .., ~ ...............'"-"'- ~~~ '~~ ~: _ ,.-::-.:-; ,f)!3 ',':~'?f~.." ,- :~~'~~~~';'-~"'" ASPHALT CONCRtTE PAwENT ct.. 0 0,30' COI.4PACTEO DEPTtl. TO at PLACED IN TWO 0.1:5' LIfTS (YotARlNO AND LEvELING) CRUSHeD SURr ACING fOP COURSE O,::I~' COt.lPACfEO OEPTH CRAvEL UAUC o.~. COt.lPACfCO DepfH CALL 44 HOtJl8 BEFORE YOU DIG 1-800--424 -5M6 UPPER HOH ROAD COlIIIY_l'llDJr.CTllOll<< J[ff[RSON CllUII1Y. WASH. PROPOSED ROAD RECONSTRUCTION' AND BANK STABiliZATION PLAN ',.,;'...., "I'D ';':"0,. toO'.' '" ":' '.';::'.:: , =i::.~~,:\ ~ &: :~ ~ :1 'i f q 1 I I ! J i i i j I I l ! () o 32xlo' ,,,.<.,, .......,.,. .' . ...... ". . . ,", ,.. .'." ,,' , ,"'.'."lIlIliiIf""'. .~1II - o .. Z <( . :x: I- I-ai a: ::!:, ~:::J -'u uO c en W', ffi:l: -'I- Ul u..' -0 ~~ ~::::; u.<( !!la' ::Cw 1-:1: ZI- ;:0 Z 1-1 ~ ~~ :::JO' Uen 0- ch w~I' :X:u I- i=; !::ol z' wen: !::! :Ei 5....1 Z ~ ,. ,. REQUIRED CONTRACT PROVISIONS I o o FEDERAL-AID CONSTRUCTION CONTRACTS o .':0/20/4 Upper flolr 1I0ad Park Boundary Washout Sur/acing and Trqf]/c /toms (c. 0::== :::,"",' " " ," . , ..' ",.... f.," ..... ... ..:../:: :'ilr.Y.';;i' '.~:~':'::'!'~~":;~"':J"':'II<::,.,..:,:LI:; ;,';" ~2:i!/:'~~ '; ,,_ .........,~" ,~ ...,. ~,~'...... . ~__. " "+!-_./.J..~.;t# , - ,- Z <(. :1:1- l-aJ a: ;:0, <C:J Wu -'0 uc en wI' ~:I: -' 1-' enu. -0 :g~ <C- a:-' u.<( !!25 :l:w 1-:1: ZI- ;:0 Z 1-, ww, ~ 51 Uen 0- o!:: ww: :r:u 1-- !:!:5 Z wen u- i=~ o Z roo, o o c~-;-- - - o o .. HIWA.1173 EI,et,onll: VII'I,OO .. MMl;h 10, 19:)4 REQUIRED CONTRACT PROVISIONS FEOERAL.AID CONSTRUCTION CONTRACTS tract. the contractor sholl not: Page l. GonlllraJ.. . ... ......... ........ ....... 1 II. Nondiscrimination. . . . . . . . . . . . . . . . . . . . . . . 1 Ill. Nonsograg<Jtod Facilitios . . . . . . . . . . . . . . . . . . . 3 IV. Payment of Predlltormined Minimum Wage. . . . .. 3 V. Statoments and Pavrolls . . . . . . . . . . . . . . . . . .. 6 VI. Aecord of Materials. SUppridS. and Lobor ....... 6 VII. Subletting 01 Assigning the Contract .......... 7 VIII. Saroty: Accident Prevention. . . . . . . . . . . . . . . . 7 IX. False Sldtemonts Concorning Highway Projects. .. 7 X. Implomentation of Clean Air Act and Federal Waler Pollution Control Act ................ 8 XI. C"rtificalicn Rt'garding Dobarment, Suspension, Ineligibility, and Voluntary Exclusion .......... 8 XII. Certification Regarding Use of Contract Funds for Lobbying ................,............ 9 A TT ACHMENTS A. Employment Preference for Appaldchian Contracts (included in Appalachian contracls onlyl GENERAL 1. These contract provisions shall apply to all work performed on che contract by the contractor's own organizotion and with the assistance of workers und"r the contraclor's immodiate superlnteodence and to all work performed on the contract by piecework, station work, or by subcontract. 2. Except os othorwlse provided for In e8ch section, the contractor shall Insert in eDch subcontract all of the stipulations contalnod in these Required Contract Provisions. and furth"r require their inclusion in any lower tlor subcontract or purchose "rder thai may In turn be modo. The Required Contract Provl. sions shall not be Incorporated by roferonco In any case. The prime contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor with these Ruqulrod Contract Provisions. 3. A breach of any of tha sllpulntions contained In theso Requlrod Contract Provisions nhall be lufflcient grounds for termination of the contract. 4. A breiJch of the following c.laulos of tha Required Controct Provlllons may alIa be grounds for debarmont ns provided In 29 CFR 5.12: Sncllon I, paragraph 2j Sncllon IV, parngmphs 1, 2, 3, 4, and 7: SectIon V, paragrnphs 1 and 20 through 2g, G. Oi.putos 0,181ng out of the labor Itandardll provision. of Gdctlon IV (excapt poragrllph 51 and Sactlon V of thus Raqulrl'ld Contrarl Provision" I'Ihull nol bo Bubject to tho general dispulnll CIIIUIIO of this contracr, Such dllput'UI sholl be rtllolvftd In I1ccor. dnnce with tha procftdurne 0' tha U,S, Oftportmnnl of lohor IDOL) D' ut 'orlh in 29 CFR 5, 8, nnd 7, Olsput"s within the manning af thl. CIDUIft lnclud" dlllpurBl herwftl'ln the contractor for any of Its sul!contrllOtolll) i1nd Ihn ccntracting naanoy, the DOL, or Ihe C(JOlr/lctor'. omploVft81 or Ihlllr repreoonflltlval. 8. S.r,ullon of Laboll Ourlng tho pllrformnnco Qf Ihl. con. d. discriminatlt against labor from any othltr Stata, posses. sian, or territory of the United Statos (except ror employment plehmmce ror Appalachian contracts. whon applicable. as spacified in Attachment AI, or b. employ convict labor for any purpose within the limits or the project unless it is labor performed by convicts who are on parole, supervised release, or probation. II, NONDISCRIMINATION (Applicobllt to all Fltderal.aid construction contracts and to all relatltd subcontracts of $10.000 or morlt.) 1. Equal Employment Oppor1unlty: Equal employment opportunity (EEO) requirements not to discriminate and 10 tsklt affirmativlt Bction to assure equal opportunity as Sltt forth undltr laws, executive orders, rules, regulations (28 CFR 35, 29 CFR 1630 and 41 CFR 60) and orders of thlt Sltcrotary of labor as modified by the provisions prescribed herein, and imposed pursuant to 23 U.S.C. 140 shall constitute the EEO anti sptlclfic affirmallve action standards for tho contractor's project activitlBs undltr this contract. The Equal Opportunity Construe lion Contract Specifications set forth undltr 41 CFR 60.4.3 and tho provisions of the American Disabilities Act of 1990 142 U.S.C. 12101 !! ~.) set forth under 28 CFR 35 and 29 CFR 1630 are incorporetltd by reference In this contract. In (he eli'ltcution of this contract, the contractor agrees to comply with the following minimum sRltclfic roquiroment activities of EED: a. Tho controc(or will work with the State highway agancy CSHA) and the Federal Government In carrylno out EEO obllga. tlons end In their ravlew of his/her aotlvities undor the contracl. b, The contractor will OCOIJpt as his operating policy the following statement: "It Is thlt polley 0' Ihls Company to assure that applicants are employed, and that amployees are treated during employment, without regord to (holr race, rltUglon, IIt)(, color, natlonol origin, eae or disability. Such aCllon shell Include: employment, upgrading, domotlon, or tronsfor; rocrultment 0' rocruitment odvortislng; layoff or tnrmlnulion: rate. of pay 0, other forms of componsotlon; and soleotloll for train/no, inoludlng ftpprentlooshlp, prol1pprontloeshlp. and/or on.the.Job training." 2. EEO O"lcer: Tho conUaotor will doalgnate and maka known to the SHA controotlng ofllcerlo,.. EEO Officer who will hftvlt rhe re.ponslblllty fo, and must be oapabla of effectively admlnllterlno and promotIng on Dotlvo oontractor program of EEO lInd who mUlt be RIIIgOftd adoquflllJ authorllY and relponelblllty 10 do 10, 3. DI...mlnllllon of Policy: All members of the oO"lrootor'lI Htll" who lIro ftulhorlzod 10 hire. luporvlsn, promo tit, and dill' chorge amployoel, or who recommend luch aotlon. or who lITO IIUbtlanllnllv Involved in such nOllon. will be made fully cognllnnt 0', rind willlmpltlmnnl, the oontractor'" EEO polll1y and oon1rac. lunl ,allponlllbllltlnl to provlda EEO In oach grnde nnd 0108ll1ll0n' lion of ftnlplo'lmltnl, To en.ure thllt Iha "bove IIg,aemnnl will hft rtO. I :::~:~ - JH ~ =:1 E)(~~ ~~.. . ":',::'~~:l'G~:~::::;'; " ,,'j;:.....~:.!~;,.;,.. .;'~,~"~';. "i;/'f'r'j'i I o o ,'t:>,) ;..., ;. 10 :- __iiiJ_~ 32 X I 0 .... "';'U''''M~'''''''''''''' -~ - met, tho following actions will be taken 8S a minimum: Z <l: 0 :1:1- 1-aJ ~~, Wu -'a Uc en ' enw w:l: -'I- en" -a, :E ~: ;'2::::; u.<l: !aa :l:w 1-:1: ZI- ;:a zl- ww, ~ 5:', Ucn a- c!:: Ww' :l:u ~t5 Z woo u- -:I: 5'"' Z 8. Periodic meetings of supervisory and personnel office employees will be conducted before the start of work and then not less often than once every six mon~hs. at which time the contractor's EEO policy and its implomentation will be reviewed and explained. The meetings will be conducted by the EEO Officer. b. All new supervisory 01 personnel office employees will be given 8 thorough indoctrination by the EEO Officer, covering all major aspects of the contractor's EEO obligations within thirty days following their roportingfor duty with the contractor. c. AU personnel who are engaged in direct recruitment for the project will be instructed by the EEO Officer in the contract- or's procedures for locating and hiring minority group employees. d. Notices and posters setting forth the contractor's EEO policy will be placed in areas readily accossible to employees, applicants for employment and potential employees. e. The contractor's EEO policy and the procedures to implement such policy will be brought to'the attention of employ. 8es by means of meetings, employee handbooks, or other appropriate means. 4. Recruitment: When advertising for employe os, the contrac. tor will Include in all advertisements for employeos tho notation: .. An Equal Opportunity Employer." All such advertisoments will be placed in publications having a larCB circulorion among minority groups in the area from which Ihe project work force would normally be derived. 8. The contractor will, unless precludod by a valid bargain. Ing agreement, conduct systematic and direct recruitment through public and private employee referral sources likely to yield qualified minority group applicants. To moet this require. ment, the contraotor will identify sourcos of potential minority group employees, and establish with such Identlfiod sources procedures whereby minority group applicants may be referrod to the contractor for employment consideration. r b. In the event tho contractor has a valid bargaining agrao.. ment providing for exclusive hiring hall referrols, he Is expected to obsorve the provisions of that agreement to the extent that the system permits tho contraotor's oompllance with EEO contract plovlslonso lTha DDL hss hold thot wholo Implomentatlon of such agreements have the effect of dlscrlmlnotlng agolnst minorities or woman, or obligatos the oontroctor to do the 8ome, suoh Implomentatlon violotes Exocullve Order 11246, os amend. ad,) o c. The contractor will oncouroge his presont employoes to rofer minority group applicants for employment. Information and procodulos with logord to ro'arrlng minority group oppllcont. will bo dlscus.od wilh omployaoso o 5, Plr.onnll Aotlon.: Woges, working condlllons, und omployoa bonollto sholl ba oslabllshed and admlnlslelod, end parsonnel aollon8 of oyory type, Including hiring, upgrading, promotion, transfer, domotlon, loyoff, and tormlnatlon, sholl be token without regord to race, oolor, religion, lOX, notional origin, age 0' dl.nbllily, Tho '0110 wing procadures sholl be followed: e. Tho conllaolol will oonduot porlodlo Inspecllona of profeol sltea to Insulo that working condlllon. and employeo facilities do nollndlcolo dl.cllmlnololY treatment of projeot .Ito personnel. PIO" o o .. b. The contractor will periodically evalullle the spread O)f wages paid within each classification to dettlrmine any evidence of discriminatory wage practices. c. The contractor will periodically review selected person. nel actions in depth to determine whether there is evidence of discrimination. Where evidence is found, the contractor will promptly take corrective aClion. If the r8vi~w indicates that the discrimination may extend beyond the actions reviewed, suc" corrective action shall include all affocted persons. d. The contractor will promptly Investigate all complaints of alleged discrimination made. to the contractor in connection with his obligations under this contract. will attempt to resolve such complaints, and will take appropriate corrective action within a reasonable timo. If the investigation indicates that the discrimination may affect persons other than the compldinanl, such corrective action shall includ81 such other persons. Upon completion of each invostigation. the contractor will inform eYery complainant of all of his avenUes of appeal. 6. Training and Promotion: a. The contraotor will assist in locating, qualifying, and increasing the skills of minority group and women employees, and applicants for employment. b. Consistent with the contractor's work force require- ments and as permissible under Federm and State regulations, the contractor shall make full U98 of training programs, i.e., appren. ticeship, and on. the. job training programs for the geographical ar8a of oontract performance. Where feasible. 2S percent of apprentices or trainees In each oooupal;on shall be in their first yoar of eppronliceshlp or training. In the eVent a special provi. slon for training is provided under this contract, this subpar,... graph will be superseded 8S Indioated In the special provision. c. The contractor will advlso omployees and applicants for employment of available training progroms and entrance require. ments for each. d. Tho controctol will porlodlcully review tho tlolnlng nnd promotion potential of minority group and women employeOll ond will encourage eligible employees to applv for such training ond promotion. 7. Union.: If the contraotor relies in whole or In part upon unions 8S a source of employee_, the controolor will U8e hlll/hor beot effort8 to obtain the cooperation of suoh union. to Increase opportunltlas for mlnorltv groups and women within the unions, and to effeot referrals by such unions of minority and femel" omployeo8. Actions by thd oontraotor either dlrectlv or through a contractor's oIBoclotlon acting as ogent will Include the proce- dure. set forth below: 8. The oontroctor wllJ use bost offorts to devalop, In ooope,sllon wllh Iho unions, joint Ilnlnlng proglem. olmad towerd qualifying mOlo minority group mambe,. .nd women for momborshlp In tho union. ond Incla..lng the skill. of mlno,lty glOlJp omployaes end women '0 thntlhoy moy qualify fOI hlghel poying omploymont. b, The contractor will use bftllt effortl to Incorporete an EED clau..lnto oach union sgreemontlo tha end thot such union will bo contloctuelly bound 10 lo'e, opplloents without ,egsrd to Ihalr rDoe, oolor, religion, ne)(, natlonol origin, oge or dllllbilltV. o. Tho oonllaolo, I. 10 obtoln Informallon ..10 Iho re'.lIftl c--;-.o....-__ c , " At'.,.).., .... \<. or.. . :, ;,~":'~,,~,,;,,::,;,' . _...., ,..'j'I';.};."....'.O.:' ;} " " 10 I o o 32 X I 0 ,- Z <(' :1:1- t-aJ a: ::2;, <(::> Wu -'0 Uc ~~l' ~I- enu. ~Oi ::2; >-, ~~ u.<( !!la :l:w 1-:1: ZI- ;:0 Z 1-, WW, ~ 51 Uen 0- a!:: Ww :l:u I- i=. !!::o Z wen u- i= ~i o I Z r" " , o o practices and policies of the labor union except that to tho l!'xtont such information is within the 8lCclusive poue5sion of the labor union and such labor union fefusos to furnish luch information to tho contractor, the contractor shall 90 certify to the SHA and shall sot forth what efforts hav" been mad" to obuin such informdtion. d. In the avant tha union is unable to provide tho contrac. tor with 8 reasonable flow of minority Gnd woman fah"'lIl, within the lima limit sat forth in the collective bargaining agreement, tho contr3ctor will, through independent fecruitmant efforts, fill the smplovment vacancies without regard to faca. color. religion, sax, naliona' origin, age or disability; making ful: efforts to obtain qualifhtd and/or qualifiable minority group parsons and women. (Tha eOL has hald that it shall ba no elCCUSl!t that tha union with which the contractor has a collec!ivllI bargaining agreement pro....iding for exclusi....e referral failed to refGr minority employees.) In ths evont the union referral practice prevents the contrector from meeting the obligations pursuant to Executiva Ordar 11 246, os emended, and thus special provisions, such contrac!or 9hall immediat"ly notify the SHA. 8. S.l.ctlon of Subcontrllctote, Procur.m.nt 0' Mlterl.l. end LUling 0' Equipment: The contrector shall not discriminata on the grounds 0' raCG, color, religion, sox, nalional origin, age or disability In the selection and retention 0' subcontractors, includ~ Ing procurement 0' materials and laases of equipment. a. The contt8ctor shall notify all potential subcontractors end suppliet8 of hls/her EEO obligations under this contract. b. Disadvantaged bU8ine8o enterprises (OBEI, as defined in 49 CFR 23, shaU have equal opportunity to oompete for Bnd perform subcontraots which the contractor enters Inro pursuant to thle conUact. The cOntroctor will ulle hili belt etforto to solicit bid. from end to utilize DBE lubcontraators or subcontractor. with meaningful minority group and femole representa110n among their employeelll. Contractotl shall obtain list. of oaE construc~ tlon flrmlll from SHA perllonnel. c. The oontractor will Ulll8 his bellt offorts to ~,"IIUre subcontractor compliance with their eeo obligations. 9. Record. and Report.: The contractor shall keep such records as nocessary to document compllanco with the EEO requlrementlll, Such record, shall bo retained for a period of three years following oompletlon of the oontract WOlk and Ihall be avaIlable at rallllonable times and placeI for Inspection by autho- rized represantatlves (If the SHA end the FHWA. a. Tho recorda kepi by the contractor sholl document the following: C 1) The number of minority and non-minority group member. and women f1mployed In oach work cldulflcotlon on the prolecl; (2) Tho ploare.. end effort 1 being mnde In oooperatlon whh union., when applloablo, to Increnu employment opponunl. tlol for mlnorlllet end women: (31 Tho progreu and effort. being mllde In loodllng, hiring, trnlnlng, qualifying, and UPGrading mlnorlly and fomnle employoOl: nnd (4) Thn progrdlll and effond baing mllde In socuring the service. of OBe lIuhoantrftctort or .uboontrac10n with mc".nlng. rul minority IInd famala rftprnlanlellon nmono their employeal. o o .. b. The conlractors will submit an annual report to the SHA aach July 'or the duration 0' the project, indicating the number of minority, women, and non-minority group employees currently engaged in each work classification required by the contract work. This in'ormetion is to be reported on Form FHWA-1391 . If on-rha job treining hi being required by special pro...ision, the contractor will be required to collect end report training data. III. NONSEGREGATED FACILITIES <<Applicable to all Federal-sid construction contracts and to all related subcontracts of $10,000 or more.) 8. By submission 0' rhis bid, the execution of this contract or subcontract, or the consummation of thi9 material supply agree. mont or purchase order, as appropriate, the bidder, Federal-sid consUuctlon contractor, subconcractor, material supplier, or vendor, a8 appropriat8, cenilies that tha firm does not maintain or provide for its emp.loyees any segregatad facilities at any of its establishments, and that the firm does not permit its emploYl!les to perform their servic89 at any location, under its conlrol, where segregated facilities aro maintained. The 'irm agrees that II breach of this certification Is a violation of tho EEO provisions 0' this contract. The firm further certifies that no emplovee will be denied access to adequate facilities on the basis of sex or disability. b. As used In this cortlflcation, the term "segregated facilities" moans any waiting rooms, work areas, restroom. nnd washrooms, restaurants and orher eetlng are8S, tlmeclocks, lockor rooms, and other storog8 or drossing aroos, parking lots, drinking fountains, recroation or entortainment areas, trenspor. totlon, and housing facilities provided for employees which ara segregated by explicit directive, or are, In 'act, sogregated on the boals of race, cclor, religion, national origin, age or dlaabillty, because of habit, local custcm, or otherwisa. The only exception will be 'or the disabled when the demands for accesalbllity override le.g. disabled parking). c. The contractor agrees that It: has obtained or will obtain Identical certification 'rom proposed subcontraotors or material suppliers prior to award 0' subcontracts or consummation of material supply agreements 0' $10,000 or mora and that It will relaln such certifications In Its flies, IV. PAVMENT OF PREDETERMINED MINIMUM WAGE (Applicable to all Federal.eid construction oonlractl exceeding .2,000 and to all relotf'ld subcontracts,' oxcept 'or projects located on roadways classified a8 local roods or rural minor collectors, which are sxempt.) 1. aen.rsl: a. All meohanlcs and Inbcrsrs employad or working upon the sits of the work will bo paid unconditionally and not lollS often than onoe a week and without .ublequent deduction or robote on any account (excllpt: such payroll deductions ftS ara permllted by r"oulatlons (29 CFR 3~ Il6uad by Iho Secretary at Lobo, undo, tho Copolond ACl140 U.S,C. 218olllh. full .moun" 0' wage I Ind bona f1drt frlngs bonoflta (or cash equlvalentl Ihereon due et time af paymont. The payment .hall be oomputed 01: wago rale. nolla.. Ihan thou conlnlnad In Ihe wage daterml. nation of the Secretery of Labor lherelnafter -the wage dOlerml. natlon-) which I, aUftch.,d h"reto lInd mtlde I pert hereo', ,"gardln... of IIny Qonlrnc1UllI ralatlonlhlp whloh may be tllI"oed 10 elClII between Ihe contractor or Ila lubcontraolors nnd such loboreflllnd mftohnnlc., The WOO" determlnallon (Including ooy Peg. J (=--;-- -- -"':." ~ . ~~~- -"-:::~ ~t1:" ~ :~ . 9 ('.) , ,,,..,,,," .~!':" ":C~~:~E,.';,'", , ,"';n!:;\::~~~.",:r'~",1!\/':""';t' '- .:( JalD ~-~ I o o 32X 1.0 .~- ~ " . ilf_ld.... IlIIIlJ.l!II .- Z <(' :1:1- ~aJ a: ~. <(::l Wu -'0 Uo ~~ -'I- enu. -0, :g ~; <(- a:...J u..<( !as :l:w 1-:[; ZI- ;:0 ZI- ww, ~ 5, UC/l 0- c!:: Ww :l:u 1-- ~b Z wen ~ ~~ o ' Z ,.,. o o additional classifications and wage ralos conformed undo, paragraph 2 of this Section IV and the DOL' posta, (WH.1321) or Form FHWA.1495) shall bo postdd at all (imes by the contractor and hs subcontractors at the site of the work in a prominent and accessible place who,,, it can be easily sean by the work IUS. For the purp09a of this Section, contributions mado or costs reason. ably anticipated for bona fide fringe benefits under Section 1(bH2) of thell Davis-Bacon Act (40 U.S,C. 276a) on behalf of labore,s or mechanics are considered wages paid to such laborers or mechanics. subject to th8 provisions of Section IV, paragraph 3b. hereof. Also, for the purpose of this Section. regular contributions made or costs incurred for more than 8 weekly period (but not less often than quarterly) under plans, funds. or programs, which cover the particular weekly period. are deemed to be constructively made or incurred during such weekly period. Such laborers and mechanics shall be paid the appropriate wage rate and fringe benefits on the wage determination. for the classification of work actually performed, without regr..rd to skill, except as provided in paragraphs 4 and 5 of this Section IV. b. laborers or mechanics performing work in more than one classification may be compensated at the rote specified for each classification for the time actually worked therein, provided, that the employer's payroll records accurately set forth the time spent In each classification in which work is performed. c. All rulings and interpreta~jons of the Davis.Sacon Act and related acts contained in 29 CFR 1, 3, and 5 are herein incorporated by reference in this contract. 2. Cla..lf1catlon: 8. The SHA contracting officer shall require Iha~ any class of laborers or mechanics employed undor the contract. which Is not listed in the wage determination, shall be classified in conformance with the wage dolormlnatlon. b. The contracting officor sholl approve an additional classification, wage rato and fringe benefits only whon tho following criteria have been mot: (11 tho work 10 bo porlormod bV tho oddltlono' clo..III- cotlon requested Ie nOt porformed by 0 closslflcatlon In the wage dotermination; 121 tho .ddltlonol clo..lflcotlon I. utillzod In tho 010. bV tho construction Industry; (3) tho proposed wogo rBto, inCluding any bono fide fringe benoflts, bears a reasonnble rolotlonshlp 10 tho woge ratos contalnod in the wage determination: and (4) with respect 10 helpors, whon such 0 cloaslflcntlon provolls In tho area In which tho work is porformed. c. If tho contractor or subcontractors, 01 approprll1te, tho laborers and mechanic. (if known) to bo employod In the odditlonul clouiflcotion or tholr roprosontntlvofl, and the controot. lng officer agrea on tho olneslllcotlon and wage rate lIncludlng the amount dOllgneted for fringe boneflts where appropriate), a report of tho aotlon token sholl ba 80nt by the contracting officer to tho DOL. Admlnl.trotol 01 tho Wog. .nd Hour Olvl.lon. Emplovmont Stond.ld, Admlnl.tlollon, Wo.hlnglon. D.C. 20210. Tho Wogo .nd Houl Admlnl.tlotol. 01 .n outhollzsd rapro..nto- liv.. will OppIOV., mOdlfv. 0' dl.npproy. .yorv nddllionol .1...lllo.tlon .otlon within 30 dnV. 01 ro..lpt nnd 10 OOyl.. thl contl.ctlng olllcor 0' will notlfv tho contloctlng olllc.I within Ih. 30.doV p.llod thot .ddltlon.1 tlm. II n.c....rv. P'O." o o .. d. In the event tho contrac~or or 5ubcontrac~ors. 8S appro- priate. the laborers or mechanics to be employed in the addi~ional clas$i'jca~ion or their representatives. and ~he con~r8c~ino officer do not agrse on ~he proposed classificd~ion and wage ra~o (including the amount designated for 'ringo benefi~s. where appropria~e). ~he contrac~ing officer shall re'er ~he questions. including the viows of all interested parties and ~he recommenda- tion of the contracting officer. ~o the Wage and Hout Administra- tor for determination. Said Administrator. or an authorized represen~ative. will iSSUfJ a dtltermination wi~hin 30 days of receipt and so advise the contrac~ing officer or will no~jfV the contrac~ing officer within the 30-day period that addi~iona. time is necessary o. Tho wage rate (including fringe benefits where appropri- ate) dotermined pursuant ~o paragraph 20 or 2d of ~hjs Soc~ion IV shall be paid to all workers performing work in ~he additional classifica~ion from ~he first day on which work is performed in the classification. 3. Payment of Fringe Sanafit.: a. Whenever the minimum wage rate prescribed in ~he contract for a class of laborers or mechanics includes It fringe bonofit which is not expressed os on hourly ra~e. the contr8c~or or subcontractors. as appropria~e, shall either pay the benefit as stated in the wage determination or shall pay another bona fide fringe benefit or an hourly case equivalent thereof. b. If the contractor or subcontractor, as appropria~e, doel not make paymonts to 0 trustee or other third person, he/she may consider os 0 part of the wagss of any laborer or mechanic the amount of any costs rea90nably anticipated in providing bona fide fringe benefits under a plan or program. provided. that the Secre- tdry of labor has found. upon Ihe written request of the contrac- tor, that the applicable standards of th~ Davls.Bacon Act have baen met. The Secretary of Lobor may require the contractor to set aside in 8 separate account assets for the mooting of obligations under tho plan or program. 4. Apprentice. .nd Tr,ln... (Program. 0' the U.8. DOL) and Help.ln: 8. Approntices: (11 AppI.ntlco. will bo pormln.d to work .t I... thon the predetermined rate for the work they performed when they are employed pursuant to and Individually reglstDred In a bona lido oppr.ntlco.hlp pro glom rogl.tor.d with Iho DOL, Emplov' ment and Trolnlng Administration, Bureau or Apprentlcashlp and Troinlno, or with a State apprentlcoshlp aguncy recognlzftd by the Bureau, or It 8 parson Is employed In his/her first 90 days of probotlonurv employment 08 an apprentice I" such an npprentlce. Ship p,ogrnm, who Is not IndlvlduollV logl.t.rod In th. plogl.m. but who h.1 boon osnlfl.d bV Iho Bursou 01 Appr.nllco.hlp ond Trolnlng 01 . Stot. .pplonlicuhlp ngoncv (wh.l. nppropll.to)to be ellglbh, for probationary ctmployment al an apprentice. (2) Thn .1I0w.bln r.tlo 01 nppr.ntlc.1 to Jouln.vm.n- level emplo'/acl on the Job alte In any c,a't clalllficotlon sholl not be orealat than the ratio permitted to Iho confruato, .1 to 'he .nlir. work loro. und., tho r.gllt.l.d progl.m. AnV omplov.o lilted on II pltvroll a' an nppren,lae waoe ,,,tft, who I. not regil. t.rod 01 othorwllo .mploV.d os .t.tad oboy., sholl bn pold nol I... th.n tho oppllo.bl. wngo rot. IIsl.d In th. wngo dot.rmln.- lion 10' tho ol...IIlc.llon 0' work nctuollV p.llormod. In .ddllion, .nv .ppr.ntlc. pOllol",lng work on tho Job lito In .xc... 01 tho I.lio p.rmltt.d und.1 tho r.gllt.l.d program sholl b. pnld not Is.. o ( ."') (~-;-=-- - [ .\1.;..'." ,'; .' :,~ . .,' Y'f'. ~':.' " 't 1 ! ! 10 - - I o o 32 X 10 LIUIl gJllll:lltllll!llllII/f&~ I ..- Z <( .. :1:1- l-aJ a: :::E. <(::l Wu -'0 Uo en w'\ ff3:1: -'I- enu. -0, w>, ~!::' a:-' u..<t ~a :l:w I-:r: ZI- ;:0 Z 1-, :E ~; ::> o~ Urn 0- c!:: Ww :l:u 1-- ~5 Z wen u- j:: :r:, 0"" Z ...,.. o o [_Ill than tho applicable wage tate on the wage determination for the work actuallv performed. Where 8 contractor or subcontractor is pcrforming construction on dI project in 8 locality other than that in which its program i9 fagis(ercrd. the ratios and wage rates (expressed in percen(lJg1l9 of the. journaymao-lov,,1 hourly rSle) specified in the contractor's or subcontractor's registered program shall ba observed. (31 Every apprentice must be paid lit not less than the lale specified in the registered program for the apprentice's level of progress, expressed 8S 8 percentage! of tha journeyman-level hourly rate specified in the applicable wage detarmination. Apprentices shell! bG paid fringG benefits in accordance wilh the provisions of tho epprl!tnticeship program. If the apprenticeship program does not specify fringe benefits, apprenticas must be paid the full amount I,)f fringe banefits listed on the wage determi. n.ation for the applicable classification. If the Administrator for the Wage and Hour Oivision determines that 8 different practice prevail. for the applicable approntice classification, hinges shall be paid in accordance with that dotermir.lltion. (4) In the event thD Bureau of Apprenticeship and Training, or 8 Steto epprontlceship agency recognized by tho Bureau, withdraws approval of on appronticeship program, the canUactor or subcontractor will no longer be permitted to utilize 8pprentlces at leu than the "ppliceble predetermined rotG for the comparable work performed by regular employees until an acceptable progrem is approved. b. Trainees: (1) Except 8S provided In 29 CFR 5.1 e, trainees will not be permitted to work at less than the predetermined rato for the work performed unless they are omployed pursuant to and Individually registered In II program which hOIl received prior opproval. evidenced by formal certification by the DOL, Employ. ment and Training Admlnlstretion. (21 The ratio of trainees to journeyman.level employees on the lob site shall not be grentor thon permiUtld undor the pion opproved by the Employment and Training Adminlstrotlon. Any employoe listed on the payroll at 0 trolnoe rate who I, not regis. tered Bnd participating In a training plan approved by the Employ. ment and Training AdmlnlaUatlon shall be paid not leu then the applicable Wllge rate on the wage determination for the cl88'Jlflco- lion of work actually performed. In eddl1lon, eny trainee perform- Ina work on the job sltaln excess of tha rotlo permUted under tho reglltered progrllm sholl bo paid not Ie.. than tho oppllcable wage rate on thlt wage detormlnotlon for the work actually performed. (3) Every ualnoD mUllt be paid at not lelR than the rato .peclfled In the approved progrnm for hili/her laval of progr.,.., uprOlf8ed a. 0 percentage of the Journeyman.levol hourly rol8 spociflod In the applicable wage determination. Troln.,/JI shall be paid "Inga benoflt. In nccordonoo with the provisions of 1he trainee program. If the IralMo program doe. not manila" frlnga benefits, trnlMBI shell bl paid Iho full amount 0' 'rlnglt btlnnfi1S tilled on the wags dlttarmlnrulon unlellltho AdministrAtor 0' the Woge ond Hour Civilian dotarmln81 thot thora 18 8n npprentlce. 'hip progrnm lIuoclated with tho corrltlponding journaymnn.laval wage r"to on the Wlloe determln"110n which provides for Irttlll Ih"n full frln~o boneflts for ftpp,antlcCI, In which Cil88 such traInees shall recellllt the 8am., fringe benefitll as apprentices, (41 In tha ftVl'Jnt the Employment and Training Admlnls. Imtlon wlthdrewlI npprovnl of n trninlnQ progrnm, tho contrantor or subcontrnctor will no longer he permlnnd to urill", trnlnl"I' nt o o .. leslI than the applicable predetermined ratG for the work per- formed until en acceptable program is approved. c. Helpers: Helper. will be permitted to work on a project if ttle helper classification is spBcified and defined on the applicable wago dotermination or is approved pursuant to the conformance procadure set forth in Section IV.2. Any worker listed on 8 payroll at 8 helper wage rate, who is not a helper under a approved definition, shall be paid not less than thO) applicable wage rate on the wage determination for the classification of work ectually performed. 5. Apprentlca. and Trainen lProgram. of the U.S. DOT): Apprentic88 and trainees working under appranticaship and skill training programs which ha...e been certitied by the Secr8tafY of Transportation as promoting EEO in connection with Federol- aid highway construction programs are not subject to the require- ments of paragraph 4 0' this Section IV. Tha straighl tima hourly wago rates for apprentices and trainees under such programs will ba established by the particular programs. The ratio of apprentic- 08 and trainees to journeymen shall not be greater than permitted by tha terms of the particular progrom. 6. Withholding: The SHA shall upon its own action or upon written raquest of an authorized representative of the DOL withhold, or causa to be withheld, from Ihe contractor or subcontractor under this contract or any other Federal contract with the some prime contractor, or any other Federally.asslsted contract subject to Davls.Baoon pruvaillng Wage requirements which Is held by the sarno primo oontrector, 8S much of the accrued payments or advances as may be considered necessnry to poy loborer. ond mechanic., Including apprentices, trainees, and helpers, em~ ployftd by the contractor or ony subcontractor the full amount or wages requirod by the contract, In the event of falluro 10 pay any laboror or mechanic. Including any apprentice, tralnoe, or helper, employed or working on the slte 0' the work, all or port of the wagos required by tha contract, the SHA controctlng officer may, after written notl08 to the contrector, taka such acllon 8S may bo necessary to causa the Buspension of any further peyment, advance, or guorontee of funds until lIuch ...lolotlons have ceased. 7, Overtime Requirements: No controctor or subcon1ractor contracting for any part of the contract work which may require or Involve thlt employ. ment of Inboretl, meohanlcl, watchman, orguerdll lIncludlno approntlcefl, tralnoel, nnd helpor. described In paragrapht 4 and G abovel IIholl raqulre or permit any loborer, mechanic, watch. mnn, or guard In any workweek In which h,,/she Is employed on such work. to work in e)(oe18 of 40 hour. In luch work weak unlulI such loborer, mechanic, watchman, or guard recelvOl companltltlon at a rate not le88 than one.ond.ono.holf times hls(hor bOllc ,,,to of pey for nil houri workod in eKce.. of 40 hour. In ..uoh workweek, 9. Vlol.tlon: LlnbllllV '01 Unpaid Wognn; Llquldatad Oamaga.; In lh. ayant of anv violation of the claul" set forth In paragraph 7 abov", thl oonltoetor and any lubcontractor respon.lble thereo' .hall be liable to the "ffected emploV88 for hlll/t"" unpeld wIIgel, In nddlllon, Guch oontrnctor and subcontractor ,holl be lIabla to "tOil c ~ o (:J . ':::;(-\")f;~::-, '. '-ii-'-,; ";'" -~............ (=--~~.........- M P',;,.'" " ). t 10 II 1 - ~ I o o 32 X 10 t!lIJW-J1L..aJJtlM~ .- Z <( . J:I- l-aJ ~~; Wu -'0 ~o ",wI wJ: -'I- ",u. ~Oi ~>- ;25 u.<( !Q5 J:w ~:t: ZI- ~~. ww ~::l.: ::l C' u", 0- c!:: Ww J:u 1-- !:!:b Z wen u- ~ J:1 0.... Z .r' o o the United States (in the case of work done under contract for the District of Columbia or a territory, to such District or to such territory) for liquidated damdges. Such liquidated damages shall be computed with respect to each individual laborer. mechanic. welchman, or guard employed In violation of the clause set forth in paragraph 7. in the sum of $10 tor fHtch calendar day on which such emplo'/ee was required or permitted to work in excess of the standard WOtk week of 40 hours without payment of the overtime wages required bV the clause Slit forth in paragraph 7. 9. Withholding for Unpaid Wages and Uquidaud DamlSge.: The SHA shall upon its own action or upon written request of any authorized representative of the DOL withhold, or causa to be withheld. from any monies payable on account of work performed by the contractor or subcontractor under any such contract or any other Federal contract with the sarno prime contractor, or any other Federally.ossisted contract subject to the Contract Work Hours and Sofety Standards Act. which is held by the seme prime contractor, such sums as may be determined to be necessary to satisfy any liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph 9 abovo. V. STATEMENTS AND PAYROLLS IApplicable to all Federal.aid construction contracts exceeding $ 2,000 and to all related subcontracts. oxcept for projects located on roadways classified as local roads or rural colloctors. which 8re exempt.) 1. Compliance with Copeland Regulatlone 129 CFR 3): Tho contractor shell comply with the Copeland Regulalions of the Secretary of Labor which ora heroin incorporatod by refer~ ence. 2. Payroll. and Payroll Record.: a. Payrolls and basic records rolAtlng thoroto shall bo molnlBinod by tho contractor and each subcontraclor during the course of the work and presorvod for D periOd of 3 vaors from tho date of complotlon of the contruct for all laborors, mochonlos. approntlcos. trainees, watchmon, helpers. and guards working at tho site of the work. b. Tho payroll recordli shull contain tho noma, social socurity numbor, and addross of ooch such omployee; his or hor corroet clossification: hourly rutos 0' wago9 paid (inCluding rOl09 of contributions or costs anticipatod for bono fido rringe bono'its or t;lIsh equivulont thBroof tho typ89 doscribod in Soctlon 1{b112llBI 01 tho Dovl. Bocon Acl); doily find ""ooklV numbo. of hours workud; doductions modo; and ncluol wagos pold. In lIdditlon, for Appnlachlnn conlrllcts. tho poyroll rocards tJhull roonlllln n nOllltian IndlclIting whothor tho omployoe does. or dODO no I. normally rORldo In tho Inbor moo ntl dofinod in AHochmenl A, pnrllowph 1, Whonovor the Socrolmy of Lobar, pursuanl to SQctlon IV. porngroph 3b, hilS found thot Iho wagoH of nny lnbor"r or mnchllnlo in~ludo tho amount of nny coals roosonohly lInriclput"d in provldlnu blJnofitfl undQl n plnn or pragrnm do. sctlblJd in Soction 1(b1l2HD) or Iho Odvhl Bneon Act, .ho conlrllC' tor muJ Qnch sulJconfractlJr sholl mnintnin rocords which ohow Ihol thfJ t;ommi1mnnt 10 providn Buch bonn'Us is on'orcQabhJ, thlll Ihn plan or program ill financially rnflponsiblft, thot thlJ pllln or progrnm haD hfJnn cornmunlclIlnd in writing 10 the IlIhororo or mnchunlcB nUnc led, nnd Bhow the cost anticlpntfJd Or IhlJ ocluul cosllncurrlJd in providing borlQ'iIO. ControelorrJ Dr Bubcontroc' lorD lImploying npprenllcna Or IrnlnnftN !Jndl'lr nn"rov"d progrumll I'~",h o o .. shall maintain wrilten evidence of the registHUion of appranlic!5s and trainees, and ratios and wage rotes proscribed in the applicable programs. c. Each contractor and subcontractor shall furnish. each week in which any contract work is performed. 10 the SHA residont engineer e payroll of wages paid each 0' its omploysl!ls (including apprentices. trainoos. and helpers. described in Section IV, paragraphs 4 and 5, and watchmen and guards engagBd on work during the preceding weekly payroll period). Tha payroll submitted shall set out accurately and completely all of 1he informa1ion required to be maintained under paragraph 2b of this Section V. This information may be submitted in any form desired. Optional Form WH.347 is available for this purpose and may be purChased from the Superintendent of Documents (Federal stock number 029.005.0014-1). U.S. Government Printing Office. Washington, D.C. 20402. The prime contractor is responsible for the submission of copie9 of payrolls by all subcontrectors. d. Each payroll submitted shall be accompanied by a .Statement of Compliance." signed by the contractor or subcon. tractor or his/her agont who pays or supervises the payment of the persons employed under the contract and sholl certify the following: <<1) Ihat the payroll for the payroll poriod contains the informa1ion required to bo maintained under paragraph 2b of chis Section V and that such information is corroct and complote; (2) that such loborer or mechanic (inch.:dlng oach helper. approntlco. and trainee) employed on the contract during the payroll period hos been paid the full weekly wages earnod, without reboto. either directly or indirectly. and that no deduc. lions have been modo oither directly or indiroctly from the full wog!!, earned, other than permissible deduction!l 08 sat forth in tho Rogulotion., 29 CFR 3; (3) that oach laborer or mechanic has boon paid not less that the applicable wage rate ond fringo bone'ifs or cosh aquivo. lont for the clnssi'lcation of worked porformod, 08 spocifled In the appllcoble wage dotermlnatlon Incorporotod Into tho contrect. o. The weekly submission of n proporly executed certiflcn. lion 90t forth on tho reverue side of Optional Form WH.347 shall autlsfy tho requirement for submission of the .Slatement of Complionco" loqullod by palflgloph 2d 01 thl. Soctlon V. f. Tho folsiflcatlon 0' any of tho above certifications may subject the contractor to civil or ~rlminal prosocutlon under 18 U.S.C. 1001 and 31 U.S,C. 231. g. Tho contractor or Rubeootroctor shall make tho rncords requirod under parngrnph 2b of this Section V available 'or lnllpacflon, nopylng, or transcription by authorized represontoUv80 of tho SHA, tho FHWA, or Iho COL, and shull parmlt Huoh ropro. tlDntutivt". to Intorvlew amployodtl during working hour. on the Job. If Ihe contrnntor or subcontractor fall I to submit tho raqulr"d record. or to mQke thnm Dvoilable, tha SHA. the FHWA, Iha COL, or 011 mny, nftar wrlno" notloa to Ihe contrRctor, sponlor, npplicnnl, or owner, laka such oCllone eo mov be nOCftlllory 10 Clluoe tho dUllponslon of anv further poymant, ndvnnco, Or uunrnntofl 0' funds. Furthormortt, foilure to lIubmlr lhe required records upon requolt or to make luch racords IIvnilnble mllV hit uround!J for dobnrmonl Dctlon pursuant to 29 CFR 5.12. VI, RECORD OF MATERIALS, SUPPLIES. AND LAIIOn /''''~''' [ . ~j=~- l 0 iL. .b...1 :: ....:~ . 0 1:) . ' i"~Z<':,' .-!~ .,,',., . ..;~', "'~ __'l'~ ~~~' (' ....: ~~-~.= --.:~ ! " r 10 ~~ - I . - '::.:c -'I~J o o I I I 3~~~gJ 17 ,- z <( . J:I- l-aJ ~ :E. ~a uO en 0, fil~1 -'I- rnu. -0 ~~, ~::::; u.<( ~a J:w I-J: ZI- ;:0 zl- ww, ~ 5'; Urn 0- a!:: Ww J:u 1-- !:!:b z wrn u- i= J:, 01- Z 1. On all Federal-aid contract. on the Netionlll Highway System, except tho.a which provide solely for the installation of protective dovict!~ lit railroad grado crossing!l. those which 8f8 constructed on III fOlCII account or direct labor basi9, highway beautification contracts. end contrl!lcts for which the total final construction cost for roadway and bridge is less than $1,000,000 (23 CFR 635) tho contractor shall: 8. Become familier with the list of specific materials and supplies containt:d in Form FHWA.47, "Statement of Materiels and labor Used by Contractor of Highway Construction Involving Federal Funds." prior to the commencem&nt of work undl!lr this contract. b. Maintain II record of the total C08t of all meterial., and supplies purchasad for and incorporated in the work, and also of the qUlIntitiu of thas" specific materiels end supplies listed on Form FHWA.47, and in the units shown on Form FHWA-47. c. Furnish, upon the completion of the contract, to the SHA resident engineer on Form FHWA.47 together with the dats requited in pdregtaph lb relative to materials and supplies, a final Idbor summary of all contract work indicating the total hours worked and tho totsl amount aarned. 2. At th8 prim8 contractor's option, oither a single report covering all contnlct work or soparate roports for tho contractor and for each subcontract shall be submitted. VII. SUBLETTING 0f1 ASSIGNING THE CONTRACT 1. The conUactor shall perform with Its own org8ni:8tlon conlrect work amounting to not less than 30 percent (or a greater parcantaga If spaclflad elsewhere In the contract) of the total original contract prica, excluding any specialty Items designated by the State. Specialty Hems may be porformed by subcontract and tho IImount of any such specialty Items per- formed may be doducted from tho tctal original contract prica be'ore computing the umount of work roqulred to be performod by the contractor's own organlzallon (23 CFR 6351. a. "Ita own organization" shall be oonstrued to Include only workerD employed and paid dIrectly by the prime contractor and equipment owned or rentod by the prime oontractor, with or without operato,.. Such term doell not Incrudft employees or aqulpment 0' II subcontractor, allllgnee, or ngont 0' the prime oontractor, r b. "Spoclalty Items" shull bo construed to be limited to work that requires hl~hly specialized knowrftdge, abilities, or equlpmont not ordlnnrlly available In Ihe type 0' contrecllng organizations qUllll'lod and elCpected to bid on the contract all n whole end in goneral nrn to be limited to minor component' 0' the overall oontract. o 2, The contract omount upon whloh t~o requlromonllll8t 'ruth in pluagrnph 1 0' Secllon Vilis oompulad Includn tho cosf 0' n1i1tIHiltl and mnnu'nclured products whloh ore to ba purchaaod or produced by the oontractor undor lhe oonlroct provlolonlS. o 3. The oontr8010r shall 'urnllh (.11 a oompet"nt luporlntendllnt or IIUplIrV'lor whl' I. employed by the 'lrm, h,.. 'ull aUlhorllY to direot performnnce 0' Ihe work In nccordanoe with the oontrllot roqulremttnts, nnd i. In chftrg8 of nil construcllon oprmnlonl (rogardleD' 0' whr) per'orms the work) 'lnd (bl aueh alhllr 0' 111 own orgonlutlonnl rltloUrCIIII (.uparvlllon, mnnl1gemllnt, nnd '",glooerlng ftOrvlc8II) II' the SHA oonlrnr.tlnn 0"1111" dftlnrmml'lll il n/tousllry 10 I1111Urlt Ihlt plH'ormnnne or Ihll conlract, o o .. 4. No portion of the contnct shall be sublat, essigned or otherwise disposed of except with the written consent of the SHA contracting officer, 0' euthorized representative, and such consent when given shall not be construed to relieve the contr8ctor of any responsibility for the fulfillment of the contract. Written consont will be given only afte, the SHA has essured that each subcontract is evidenced in writing and thet it contains all pertinent provisions and requirements of the prime contr,ect. VIII. SAFETV: ACCIDENT PREVENTION 1. In tha performance of this contract the contractor shall comply with all applicable Federal, Steto, and local laws govern- ing safety. health, and sanitation (23 CFR 635). The contractor shall provide all safeguards. sa'ety devices and. protective equipment and take any ather needed aClions as it determines, or as the SHA contracting officer may d8termine, to be ranon- ably necessary to protect the Ii fa and health of employees on the job end tha sa'ety'of the public and to protect property in connection with the performance of tha work covered by the contract. i I I I 1 1 I I i. 2. It is 8 condition of this contrect, and shall be mode a condition of each subcontract, which tho contractur entors into pursuent to this contract, that the contractor and any subcontrac. tor shall not permit any employe a, in por'ormance of tho con. tract, to work in surroundings or under conditlons which are unsanitary, hazardous 0' dangerous to his/her hoalth 0' sB'aty, as detormined under construction safety and haalth standards (29 CFR 1926) promulgeted by tho Secretary 0' Labor, In accordance with Section 107 of the Contract Work Hours and Safety Slandards Act (40 U.S.C. 333), 3. Pursuant to ~9 CFR 1926.3, It is 8 condition 0' this contract thet the Secretary 0' Labo, or authorized representative thereof, shall have right 0' entry to any site of contract perfor. monce to Inspect or investigate tho matter of compliance .../llh the construction safety and health standards Bnd 10 cerry out the duties of the Secreterv under Section 107 0' the Contract Work Hours and Sa'ety Standards Act (40 U.S.C. 3331. IX. FALSE STATEMENTS CONCERNING HIGHWAY PROJECTS In order to 8ssure high quality and durable construction In r.on'ormlty with ppproved plans pnd specUlcnllons lInd a high degroe of rellobllltv on stotemonts and reprosentatlona modo by engineers, contraotorll, suppliers, and workers on Fede,al-old highway proJacts, It Is elsontl"lthat all persons conoernod with Iha proloct per'o,m Ihelr 'unotlons 8S core'ully. thoroughly, and honestly al possible. WIII'ul ',ellSlflcatlon, dlatortlon, or mlarepre. sentatlon with respoct to any 'ectll related to Ihe project Is a violation 0' Fod/tral lew. To prevent any misunderstanding regordlng thlt lerlouene881 0' thoDa and similar nctl, the 'allowing notloe ehnll be pooted on each Federal-aid highway project (23 CFR 635) In one or more plecee where It II raadlly available to all perlons ooncerOftd with thn prcject: NOTICE TO ALL PERSONNEL ENOAOEO ON FEDERAL.AID HIGHWA V PROJECTS IS U.S,C. 1020 I..d.., 'ollow.. -Whouv"r, h"lng Itn off/enr, If(J"nt, or .mp/oyo" 01 thft Unfttld Stlrt"~, or (II Imy Stst, or Torrltory, or whotJvur, whnth" D pnrlnn, nuncllltlon, Ilrm, or corporatIon, knuwlnllly mnkDI ..ny fa/." .tltttlmtlnt, ,,,/.. rtJprutJntallon, or f.I." r"port 116 to th. chafllc'nr, qunllty, qUlfntlty, or co.t of Ih. miJttlflnl u8.d or to IUI 1I8od, or th" qUllntlty or quality of thtJ work p"rformDd or to h. Pag. , (^7""-"-'~ ~---- .e -~- O.~~~ .'."'li'''!:~.- . ~ ~ 10 ~~, ~: ~~ ~~~-:-~ -<l_ >'J~:"i" ;~== .b-... ~Z~ ,.-, ..I!IlJl.lJlll<l .- I o 0 i I i .12 XJ p.. ,- Z <( . :1:1- l-aJ ~~' Wu -'0 Uc (/) UJ; ~:l:1 -'I- en u.' ~Oj ::2;> <(!:: cc-' u..<( ~a :l:w 1-:1: ZI- ;:0 Z 1-, ww; ::2; ::l,: => Ol Uen 0- c!:: Ww :l:u 1-- ~5 Z WOO u- -:I: 51-- Z ,,",' o o "'-... - p8rformed.?f thfl cost thSfsof in connection with thBsubmission of plans, maps, sp8cificsrions. contracts, or costs of construction on any highway or rBlared project submitted for approval to the Sscf8taryof Transportation," or l,VhoBver knowingly makes any (alse statement, fa/s8 topressn- tation. false report or false claim with Isspse! to the character, quality, quantity. or cos"t of any wOlk performed or to be per. lormBd, or mstorials furnished or to be furnishsd, in connsction with the construction of any highway or fe/ated projscr approved by thB Secretary of Transportation," or Whoever knowingly makes any fals6 sla/Bmlln' or fals8 fOP'S- ssntatian as to material fact in any statement, certificate, or teport submitted pursuant to provisions of the Federal-aid Roads Act approv8d July 1, 1916, (39 Stat. 355), as amended and supplemented; Shall bo finod not more t/7at $10,000 or imprisoned not more than 5 yesrs or both. . X. IMPLEMENTATION OF CLEAN AIR ACT AND FEDERAL WATER POLLUTION CONTROL ACT (Applicable to all Federal-oid construction contracts and to all related subcontracts of $100,000 or more.) By submission of this bid or the execution of this contract, ur subcontract, os appropriate, the bidder, Federal-aid construction contractor, or subcontractor, os eppropriate, will be deemed to have stipulated 8S follows: 1. Thot any facilitv that is or will be utilized In the performance of this contract, unless such contract is exempt under the Clean Air Act, 8S amended (4;2 U.S.C. 1857 II !!!!,g., 09 amonded by Pub.L. 91-604), and under the Federal Water Pollution' Control Act, os amended (33 U.S.C. 1251 .!!! ~., os omonded by Pub.l.. 92-500), Executivo Ordor 11738, and regulations inimplomonto. tlon thereof (40 CFR 1Sl Is not listed, on tho doto of contract oward, on the U.S. Environmental Protection Agency (EPA) 1.Ist of Violatlno Facilities pursuant to 40 CFR 15.20. 2. That tho firm agrees to comply and remain in compliance with 011 ths raqulromonts of Section 114 of the Clonn Air Act and Section 308 of tho Fade~ol Wotnr Pollution Control Act and 011 rogulations and guldollnos listed thereunder. 3. Tho, Ihe 'irm sholl plomptly notl'y Iho SHA 0' Iho .recolp' of any communication from the Diroctor, Office of Fodernl ActivitloB, EPA, indicating that 8 'facility thot is or will bo utillzod for tho contract Is undor connidoratlon to bo listed on tho EPA Liat of Violuting Focllitlos. 4. Thot tho firm agraGs to Include or COUBO to be Included tho roqui,amonts of paragraph 1 through 4 of this Section X in ovary nonaKompt 8ubcontruct, nnd furrher agroes to tnka such action nil the governmont may direct os 0 moons of enforcing luch roqulroments. XI. CERTIFICATION REGARDING DEBARMENT. SUBPENSION, INELIGIBILITY AND VOLUNTARY EXCLUSION 1. Inatruatln,,. for C.,tUlclltlon . Primary Cov.,.d Tran.llo. tlona: (Appllooble to oil Fede,ol'nld contracll . 49 CFR 29) o. By .Ignlng ond lubmltllng Ihln plupoRol. Iho proopectlve '11tQ. . o o .. primary participant is providing tho certification set out bBlow. b. The inability of a person to provide the certification set out below will not nClcessarilv result in denial of participation in this covered transaction. Tho prospective participant shall submil an explanation of why it cannot provide the certification set out below. The certification or explanation will be considared in connection with Ihe department or agency's determ;nlJtion whether to enter into this transaction. However, failure of the prospective primary palticipant to furnish a certification or an explanation shall disqualify such a person from participdtion in this transaction. c. The certificalion in this clause is a matarial raprosenta~ tion of fact upon which rBliance was placed when the depnrtment or agency determined to enter into this transaction. If it is later determined that the prospective primary participant knowingly rondered an erroneous certification. in addition to other remedies available to the Federal Government. the department or agency may terminate this transaction for cause of default_ d. The prospectivCI primary participant shall provide immediate written notice to the department or agency to whom this proposal is submitted If any time the prospective primary participant learns that its certification was erroneous when submitted or has bocome orroneous by roason of changed circumstances. e. The terms "covered transaction," "debarred," "suspend. ed," "ineligible," "lower tier covered transaction." "participant," "person," "primarycovored transaction," "principal." "proposal," and "voluntarily excludod," all used in this clauso, have tho meanings set out In the DeflnlUons and Cover ago sections of rules implementing Executive Order 12549. You may contect thll department or agency to which this proposal Is submitted for osslstance in obtolnlng 0 copy of thoso regulations. f. The prospective primory participant agrees by submitting this proposal thot, should the proposed covered tronooctlon be emered Into, It sholl not knowingly enter Into any lowor tlor covered transaction with 8 person who is debarred, suspended, doclarod Inollgibh" or voluntarily oxcluded from participation In this covered transDction, unless authorized by the deportment or agency entering into this Iransactlon. g. The prospecllve primary participant further oOrees by submitting this proposal thot It will Include the clauso titled "Certification Regordlng Debarment, Suspension, Ineligiblllty and VoluntDry Excluslon.l.ower Tlor Covored Transaction," provided bV tho deportmont or agoney entering into this covorod transac. tion, wllhout modification, In all lower tlar covered transoctlons and in ell sollcitntione for lowor tlor covored transDctlons. h, A participant In II covorod transaction may roly upon e ceniflclulon of 8 prospoctlve partlclpont In II lower tier covored transaction that is not dobarrod, suspended, Inollgible, or volun. tarlly excludod from tho covered transaction, unless It knows thllt the corllflcatlon II e"oneOUI. A participant may decldo Ihe method and floquonov by whloh II determlnol Iho eligibility or III prlnclplIl.. Each participant may, but Ie not required to, chock the nonprocuremont portion of the "Ult. of Partlos EKCludod From Foderlll Proouromont or Nonprocuremont Program.- (Nonprocu,o. mont LloU which il compiled by the Oenelo' Se,vlcel Admlnlo"o. tlon. I, Nothing contnlned In Iho foregoing ohnll be cono"ued 10 rOl1ul,,, t'ItUablishmont 0' n Iystam 0' record, In ordor to rander in good '81th tho corllfioollon lequl,ed by thll clou.o. The knowl. c JJ. '---'-'""'""-........... ~" \~ - ,"'::';""" '. c=-;..~._-- ..- .-ilI ..... o CUj~ 1":': i. ""':':;.';';~;~}?j1;::~:',{:":-\':!. .-: ,;: :;"'; '; '''JtHblM'.~:.ut'' ... . (' . IlI1l..iJ:~] .\ I I 1 ) 10 I o o 32 xlD Ill"" , l!IlIlIti 'lMIIII <'- edg& end information of Pdfticipdnt is not required to e){cnnd Ihut which is normally possessed by a prudent person in the (JrdintllV course 01 business dealings. z <(. :1:1- l-aJ a: :iE, <l:::l Wu -'0 uc en W'I ill:l: -'I- en u.' -0, ~~; ~::::; u.<( !:Q5 :l:w 1-:1: ZI- ;:0 ZI- WW, ~ 5' Uen 0- c!:: Ww :l:u 1-- !:!:5 Z wen u- i=~ o Z j. Except 'or tranSdctions authorized under p.ragr"ph f of these instructions. if a participant in _ covered HaM_Clion knowingly entors into _ lower tilll covered transaction with II person who is suspended. dllbolred. ineligible. or "alunt.,ily ucluded 'rom participation in thi, transaction. in oddition to other remedies dvailablll to t"Ht Federal Government. the depart. mant or "guoey may terminals this transection for causa or default. Certification Regarding Oebarment. Su.penelon_ Inellgibili1y and Voluntary Exclusion..PrimlllY Covered Tranallctlono 1. Tha proGpeclivB primary participant certifies to the bast of ils knowledge and balief, that it and its principals: a. Ara not presently debalted, suspended, proposed for debarment. declared ineligible, or voluntarily excluded from covered transActions by any F~dor81 deportment or agancy: b. Have not within 8 3-yaor period preceding Ihis proposlll been convicted of or had a civil judgement randerod against thom for commission of fraud or a criminal olfons8 in connecllon with obtaining, attempting to obtain, or performing 8 publlo (Federal, State Or locall tronsaction or contract under a public transacllon; ....iolalion of Faderolll or State antitrust statutas or commission of embezzlement, theft, forgery, bribery, falsification or destruction of records, making false statements. or rocelvlng stolen property; c. ArD not presently indicted for or otherwise criminally or civilly charged bV II governmental entity (Federal, Stete or 10call with commission of any of tho offenses enumerated In paragraph 1 b of this cenification; and d. Hava not wilhin a 3-year period preoeding this appllca- tlon/proposl1l had one or mare public lronsllctlonslFederal, Statll or local) terminated for cause or ddfault. 2. Where the prospective primary participant Is unable to certify 10 any 0' the stotements in Ihl8 certIfication, such prospec1ive participant sholl atlllch on explanallon to thill proposal. r' o 2. In.truetlon. for Clttlflcaflon . Lower Tilt Cov.lld Tr.nuc- lion.: CApplictlblo to nil lIubconuaeu, purchase ordfttl and othar lowor tier trllnSOc110n. of $26,000 or mora - 49 CFR 291 II. By Ilanlng and submltllng thlll proponl, the prospeatlvo lawer tier I. providing the cetllflcnllon lot OUI balow, o b. The certlflcotlon In Ihl8 claulO Is 8 material tepr"tan..- tlon of raot upon whIch telh,nca wa. placed when thl. tr"ru'ot)- tlon was ant orad Inlo. If It I. IlItflr determined thAt Ihe prospac- tiVft lowar tlar pltrtlclpllnt knowingly fendllr"d IIn etronltOUII cluttrlcatlon, In addition to other remedlfl" IIvtlilnble to lho Federtll Qovernmllnl, the department. or ngenoy with which lhls U"","'IO- lion orlglnaled mny purtue dVi\lIl1bla temodl"" including GUlp"n- o o .. sion 8nd/or dalJtlrment. c. T..... prospective lower tier perlicipllnl shall provide immediata written nOlice to Ihe parlon to which Ihis proposal is ,submitted if at any lime the prospocliv., lower tier participant learna that ita certification was erroneOU5 by reason of changed circumstance.. d. The IlIrms "covered transaclion." "debarred," "suspend. ed," "Ineligible," "primary covered transaclion," "participanr." "person." "principel," "proposal." and "voluntarily excluded." as used in this clausC\'. have the meenings set out in Ihe Definitions end Coverage sactions of rules implemenling Executive Order 12549. You may contact the person to which thi!l proposal is submitted for assistance in obtaining a copy of those regulations. e_ The prospective lower tiar participant agrees by submit- ting this proposal thaf, should thlt propos"d covared Irans8clion be entered inlo. it shall not knowingly anter inlo any lower rier covered transaction wilh a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participurion in this covered transaction. unless aUlhoriz"d by Ihe departmenl or agency wilh which I,his Iransaclion originaled. f. The prQspectivo lower lier parlicipant furlh"r agrees by submitting this proposal that it will include this clause tHled "Certification Regarding Oebarm~nt, Suspension. Ineligibilitv and Voluntary Exclusion-Lower Tiar Covered Transaclion," without modification, in all lowor tier covored transactions end In all 50llcilalionR for lower Uer covered transaclions. g. A participant in a coverad transaction may rely upon 8 cerliflcation of a prospectivo participant in 0 lower tier covered transaction that is not debarred, suspended, ineligible, Or volun- tarily excluded from the coverad Iransacllon, unless 11 knows that thll certification Is orroneoulI. A parllcipant may decide Ihe method and frequency by which It determines the eligibilily of its principals. Each participant may, but Is not foqulrlJd to, check the Nonprocurement List. h. Nothing contalnlld In the foregoing shall be construed to require establishment of 8 system of records in order to rende, In good fnith thn certification required by thlll clau'le, The knowl- edgo and Informallon of participant is not required to exceed that which la normally pOlgessad by a prudllnt parson In the ordinary course or bualnosa dealings. I. Excepl for transactions lIuthorlzlld under paragraph 0 of those Inltruollona, If a participant In a covered Iransaotlon knowingly enters Into 8 lowar tlar oovered transaotlon with II parson who Is suspend ad, debattlld, ineligible, or voluntarily excluded from parllelpatlon In thla transaction, In addition to oth", remedios available to thll Federal Govornmont, Ihe deport- mlJnt or agoncy with which this transaction originated may purlluo available remedlel, Including suspension and/or debar. msnt. Certlfloatlon Regarding Debarment, Su.penllon, fnallglblllty .nd Volun'ary ExcluolonuLower Tier Cov.red Tranl,ollone: 1. The p,ollpncllve lower IllIr partlclpnnt cllrtlfles, by .ubml.. sian or Ihla propollll. Ihat nellhet It nor Its prlnclpnll I. prasenlly debarred, auspandad, propolCd for debarmenl, declared InaUglble, or voluntnrlly excluded ham pr"tlclpntlon In this transaction by any Fedetal deparlment or ngency, PIG' . b.~MW ~ ,i;:':"', . .''>..:...~~' ..;"i:' 1"'1 ~ (~--=- C'_ - Q(~~ " I:l._ > ""''''~~1~:~ ',:i~~'" H .' ,<, ~ . ~1 \ I I 1 1 ~ " 10 ...... 1 - I .:!r" o o 32 X I 0 I II-"<~ IlIIl ,- 2. Whero the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospectivo participant shell attach an explanation 10 this proposal. Z <( . :1:1- l-aJ ~~, Wu -'0 Uc en WI' ff3:1: -'I- en u..' ~Ol ::2~ ~::::; u..<( SQ5 :l:w 1-:1: ZI- ;:0 Z 1-, :g ~! ::lCI Uen 0- C!:: ww; :l:U 1-- !:5 Z WtI) U- i=~ o Z ',r" o o o o .. ,- :~ ~.,... .~~,C::~ ~"".. 'c-;-.- (, -=~ ,.- '~'\:'::r;E;:"'":,, ...... ..... ";"j';"0' .~' i~llt. ;';.,......., ';'~J,,~t..,. ~'i;"""~" ""'I"\.,,:/,',,I'."'."_.l.i ~~---- """J .~ r Jo . I 'dO ' I o o ....... 32Xlo "YIIi~ "'''d'''' V' 0:- Z <(0 :1:1- l-aJ ~~. Wu -'0 Uc (f) 0 enW w:I: -'I- (f) u.' -0, ~~ Qli:::::; u.<( ~a :l:w 1-:1: ZI- ~~i ww' ~:;,I :;,C1, Uen 0- C 1-' LIJ~) ~~. !:!::b z: wen U-, i= ~I 0, Z " .0 ~= [- '(...0.......... "I o .. State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing Wage Rates For Public Works Contracts I o o ;0;0/24-1 Up/WI' No" //o(/cI/'/ll'k /Jowu/OI'Y Wa.V//ll/II Swfac/lIg alltl TrqJJ/c "ems ,~:;. ',- .~~ ,.,32~1..'[l] \. 'c',' ;'ti",';" ' '....e9D'" "\'l;',y.::.,"''\:'".,''''_' -- .- Z <(' :::cl- I-m a::E <(::J UJu -'0 uc cnW', 13:1: -'I- cnu.. -0 W>- :EI- ~::; u.<( !as :l:w 1-:1: ZI- ;:0 zl- WW1 ~5' U(f) 0- o!:: Ww J:u 1-- !:!:b Z W(f) u- i=1= o : Z ,r ' o o \. (~'7C'-- o o .. CUH OF WASHINGTON DEPARTMENT OF LABOR AND INDUSTRIES PO BOX 44540, OLYMPIA, WASHINGTON 9'8504-4540 (360) 902-5335 FAX (360) 902-5300 February 1, 1996 TO: ALL INTERESTED PARTIES FROM: JIM P. CHRISTENSEN, INDUSTRIAL STATISTICIAN ,SUBJECT: REVISED PREVAILING WAGE RATES Attached are revised prevailing wage rates in effect for contracts bid on or after March 2, 1996. Revised rates for Truck Drivers are included in the attached wage sheets. Specific rates for both dwnp trucks and transit mix trucks are included. These rates are the result of a recent wage and hour survey. I very much appreciate the input many of you provided. BID SPECIFICATIONS OR CONTRACTS THAT DO NOT CONTAIN THE PREVAILING WAGE RATES (ATTACHED) ARE IN VIOLATION OF RCW 39.12.030. TRA VEL TIME REMINDER Washington prevailing wage law applies to all public work, regardless of whether the work is perfonned at the project site. EXAMPLE: If workers are required under the tenns of the contract to report to a remote location and ride a bus to the project site, this would be compensable rime under the public works contract. Another example is trucking (which can include hauling excavated materials from the project or delivering materials to the project and participating in the incorporation of those materials into the pr'oject). Q)oJ\~" c ~ ..niHttt~~~ 0~..:l.......*, ~=. ,'f.. i'".', .'i~:",'i i" j-=-.,.~ l~""~"C' " ;,.,'j"'~~~;'~::':">'? - ~ ..1 . fA {'. 10 ~:::::~-:::-:- ...illllllll'l I o o 32 X I 0: '~'IIlMt" ~ ':J '" o ,- o .. State of Washington DEPARTMENT OF LABOR AND INDUSTRIES Prevailing VVage Section. Telephone (360) 902.5335 PO Box 44540, Olympia, WA 98504-4540 Washington State Prevailing Wage Rates For Public Works Contracts Z JEFFERSON COUNTY <(, :1:1- Effective 03-02-96 l-aJ a: ::!;, ...***......*****.**_.................---***..**....***............-.."'"***......**..****......*....**............**....* <(:;, (See Benefit Code Key) Wu -'0 uc Hourly HOlJtly Over en wi Wage Fringe Time Holiday Note ffi:l: -' 1-' Cfassitlcation ~ ~ Code Code ~ en u.' -01 ASBESTOS ABATEMENT WORKERS !:E~' JOURNEY LEVEL $19,51 $4.65 1M 50 ~::::; BOILERMAKERS u..<( JOURNEY LEVEL $23,57 $6,76 lR 5N ~B BRICKLAYERS & MARBLE MASONS :l:w JOURNEY LEVEL $23,09 $5,36 lR SA 1-:1: ZI- CABINET MAKERS (IN SHOP) ;:0 JOURNEY LEVEL $13,12 $0,00 Z 1-, wW' CARPENTERS ::!; :;,1 ACOUSTICAL WORKER $22,28 $5,81 1M 50 => CJ'\ Uen CARPENTER $22,12 $5,61 1M 50 0- CREOSOTEO MATERIAL $22,22 $5,81 1M 50 C!:: ww: DRYWALL APPLICATOR $22,12 $5,81 1M 50 :I: (.)' FLOOR FINISHER $22,25 $5,81 1M 50 1-- !!:b FLOOR LAYER $22,25 $5,81 1M 50 Z FLOOR SANDER ~2:!.25 $5,81 1M 50 Wen, ~~! MILLWRIGHT AND MACHINE ERECTORS $23,12 $5,81 1M ,50 PILEDRIVER $22,12 $5.81 1M 50 o ,\ SAWFILER $22,25 $5,81 1M 50 Z SHINGLER $22,25 $5,81 1M 50 STATIONARY POWER SAW OPERATOR $22,25 $5,81 1M 50 STATIONARY WOODWORKING TOOLS $22,25 $5,81 1M 50 CEMENT MASONS CEMENT MASON $21,59 $7,27 IN BE CONCRETE SAW $21.84 $7,27 IN BE CURB & GUTTER, SIDEWALKS $21,59 $7.27 IN BE CURING $21,59 $7,27 IN BE '.r"" FINISH COLORED CONCRETE 521,84 $7.27 IN BE , GUNITE NOZZLE PERSON $21,84 $7,27 IN BE MASTIC, EPOXY, PLASTIC 521,84 $7,27 IN BE 0 PATCHING & PAVING $21,59 $7.27 IN BE POWER TOOLS & GRINDERS $21,84 $7,27 IN BE SANDBLASTING $21,84 $7,27 IN BE SEALING COMPOUND $21.59 $7,27 IN 6E TROWEL MACHINE ON COLORED SLABS, COMPOSITION OR KALMAN 523,09 $7,27 IN BE FLOORS TROWELING MACHINE, CURB & GUTTER MACHINE, SCREED & 521,84 57,27 IN BE I 0 ROD DING MACHINE 0 0 TUNNEL WORKERS 521,84 57.27 IN 6E UNDERLAYMENT 521,84 $7.27 IN 6E DIVERS & TENDERS DIVER 554,19 $5,81 1M 50 8A DIVER TENDER 524,11 55.81 1M 50 Pig. 1 h..- III G.C""" . .... '.:W~~JliI' , ~ , ";rt'~' N}.~\"~ '\'~ \ :S',~';'L'i:.;';:'; ;",.:":."".',' "" 'h .tJ:IIll'lllllltl'" , Jo..dl:kJ "c ...;,;,~,.",.......-.. " iIIlIIIJ'. -- "'~~ ' WIIlDl ..........:... ID~c,' -.:...~~~ 32XlD <(- 0 - Z <( . :1:1- l-aJ a::~, ~:;, -,u UO en C, enW w:l: -'I- enu. -0. w 1 ::E~' ~::::; u.<( !Q 5' :l:w I-:z: ZI- ;:0 Z 1-, ww: ~:;,I :;, o~ Ucn 0- 01-. w~i ~~. !:!:b Z ill en! ~ :21 I- .... \ o .1 Z ~r"'" o o o o .. JEFFERSON 'COUNTY Effective 03-02-96 ......**....................*******.***..............................***.................**......**.....................** Classification Hourly Hourly Wage Fringe Rate Benefits $21.50 $6.61 $21.07 $6,61 $21.50 $6,61 $21.55 66.61 $21.55 $6,61 621.93 $6,61 621.07 66,61 621.50 66,61 621.15 66,61 $22.45 $5,21 $6.00 $1,37 $26.74 $7,61 $29.41 $7,67 $25,53 $7,57 $13,37 $4.61 $24,31 $7,53 $26,74 $7,61 $13,95 $1,42 $13,29 $1.40 $26,37 $6,17 $23,81 $6,06 $16,69 $4,64 $17,97 $4,86 $23,61 $6,O~ $17,97 $4,66 $23,61 $6,06 $20,54 $4,97 $23,81 $6,08 $17,97 $4,68 $12,07 $0,00 $17,67 $7,65 $25,53 $8,30 $28,72 $6,57 $12,n $0,32 $13,50 $0,00 $13,60 $0,00 $11,80 $0,00 $14,83 $4,65 DREDGE WORKERS ASSISTANT ENGINEER ASSISTANT MATE (DECKHAND) BOATMEN CRANEMAN ENGINEER WELDER LEVERMAN, HYDRAULIC MAINTENANCE MATES OILER DRYWALL TAPERS JOURNEY LEVEL ELECTRICAL FIXT\JRE MAINTENANCE WORKERS JOURNEY LEVEL ELECTRICIANS -INSIDE CABLE SPLICER CABLE SPLICER (TUNNEL) CERTIFIED WELDER CONSTRUCTION STOCK PERSON JOURNEY LEVEL JOURNEY LEVEL (TUNNEL) ELECTRICIANS - MOTOR SHOP CRAFTSMAN JOURNEY LEVEL ELECTRICIANS - POWERLINE CONSTRUCTION CABLE SPLICER CERTIFIED LINE WELDER GROUNoPERSON HEAD GROUNOPERSON HEAVY LINE EQUIPMENT OPERATOR JACKHAMMER OPERATOR JOURNEY LEVEL LINEPERSON LINE EOUIPMENT OPERATOR POLE SPRAYER POWDERPERSON ELECTRONIC & TELECOMMUNICATION TECHNICIANS JOURNEY LEVEL ELEVATOR CONSTRUCTORS CONSTRUCTOR MECHmlC MECHANIC IN CHARGE PROBATIONARY CONSTRUCTOR FABRICATED PRECAST CONCRETE PRODUCTS ALL CLASSIFICATIONS FENCE ERECTORS FENCE ERECTOR FENCE LABORER FLAGOERS JOURNEY LEVEL pag. 2 .....~,.' CH':) .' '" ~ " ..-.,,\.'-'.'. '......:-.,.,,;j c--- --- '. 0 .... =,--1 (See Benefit Code Key) Over Time Code IN SO IN 50 IN 50 IN 50 IN 50 IN 50 IN 50 IN 50 IN 50 1J SA lJ SA lJ 6H lJ 6H lJ 6H 1J 6H 1J 6H lJ 6H 2A 6C 2A 6C 4A 5A 4A 5A 4A 5A 4A 5A 4A 5A 4A 5A 4A 5A 4A SA 4A 5A 4A 5A 4A 61 4A 61 4A 61 4A 61 1M Holiday ~ Note Code 6L 6L BL BL BL BL BL BL BL BE BE BE BE BE BE BE BE 8E BE I e o 50 10 I o - o .. JEFFERSON COUNTY 1 Effective 03-02-96 ..........._............**........................._..._.......*****.....**............................****...............*.. i (See Benefit Code Key) Hourly Hourly Over Z Wage Fringe Time Holiday Note <(' Classificalion Rale ~ Code ~ ~ :1:1- l-aJ GLAZIERS ~~. JOURNEY LEVEL $14,53 $0,00 Wu HEAT & FROST INSULATORS AND ASBESTOS WORKERS -'0 Uo MECHANIC $25,18 $4,89 IF 6R en . en WI HEA TING EQUIP MENT MECHANICS w:X: -'I- MECHANIC $16,04 $2.41 1J 5A en u.' ~Oi INDUSTRIAL ENGINE AND MACHINE MECHArJlCS ::E~ MECHANIC $12,86 $2,79 ~::::; INDUSTRIAL POWER VACUUM CLEANER u..<t JOURNEY LEVEL $7.90 $1,17 !!?a INLAND BOATMEN :l:w DECKHAND $15,19 $2,96 lK 50 I-:x: ZI- ENGINEER.DECKHAND $16,81 $2,96 lK 50 ;:0 OPERATOR $17,59 $2,96 lK 50 Z 1-, INSPECTION. CLEANING. SEALING OF SEWER & WATER SYSTEMS WW' ~ 5'[ CLEANER OPERATOR, FOAMER OPERATOR $8,25 $1.48 Uen GROUT TRUCK OPERATOR $9,50 $1.98 a- HEAD OPERATOR $10,50 $2,28 C!:: wW: TECHNICIAN $6,25 $0.00 :l:U lVTRUCKOPERATOR $8,75 $1.78 1-- !!:b INSULATION APPLICATORS Z JOURNEY LEVEL $16,58 $0,00 W(/) IRONWORKERS U- i=~ JOURNEY LEVEL $20,50 $9,32 lB SA 0 LABORERS Z ASPHALT RAKER $19,99 $4,65 1M 50 BALLAST REGULATOR MACHINE $19,51 $4,65 1M 50 BATCH WEIGHMAN $14,83 $4.65 1M 50 CARPENTER TENDER $19,51 $4,65 1M 50 CA5SION WORKER $20,35 $4,65 1M 50 CEMENT DUMPER/PAVING $19,99 $4,65 1M 50 CEMENT FINISHER TENDER $19,51 '$4,65 1M 50 CHIPPING GUN $19,51 $4,55 1M 50 ,r' CHUCK TENDER $19,51 $4,85 1M 50 CLEAN.UP LABORER $19,51 $4,65 1M SO CONCRETE FORM STRIPPER $19,51 $4,65 1M 50 0 CONCRETE SAW OPERATOR $19,99 $4,65 1M SO CRUSHER FEEDER 514,83 $4,85 1M SO CURING CONCRETE 519,51 $4,85 1M SO DEMOLITION, WRECKING & MOVING (INCLUDING CHARRED MATERIALS) 519,51 $4,85 1M SO DIVER $20,35 $4,65 1M SO DRILL OPERATOR (HYDRAULIC, DIAMOND, AIR TRAC) 519,99 $4,65 1M 50 EPOXY TECHNICIAN 519,51 $4.65 1M 50 I 0 FALLER/BUCKER, CHAIN SAW 519,99 $4,65 1M SO 0 0 FINAL DETAIL CLEANUP (1,1" dusting, vacuuming, window cleonlng; NOT $12,51 $4,85 1M 50 construction dlbrls cleanup) GAB tON BASKET BUILDER 519,51 54,65 1M SO GENERAL LABORER 519,51 $4.65 1M SO GRADE CflECKER & TRANBIT MAIl $10,90 $4.85 1M 60 GRINDERS S19,S1 54.85 1M SO Page 3 (~--- "" _.c; ,0 "i~ 10 32Xlo .....'.".. ".>:J. ,;t~' , " "t:..,:,.I.." 1 ,- Z <(' :1:1- l-aJ ~~. Wu -'0 Uo en ' cnW w::I: -'I- en u. -0' :g ~l ~::::; u..<( !as :l:w I-::I: ZI- ~~! ~~1 :::>0'1 Uen 0- c!:: ~~i I- 1=' !:!::o Z wen U- -:I: bl-. Z 'cr.... ! i o o " o o .. JEFFERSON COUNTY Effective 03-02-96 .......****.****........._*****.***............****....................-..***...........***.........**""'"***........**....... Hourly Hourly lllage Fring,; Classification Rate ~ HAZARDOUS WASTE WORKER LEVEL A 520.35 $4,65 HAZARDOUS WASTE WORKER LEVEL B 519,99 54.65 HAZARDOUS WASTE WORKER LEVELS C 80 0 519.51 $4,65 HIGH SCALER 519,99 54,65 HOD CARRIERIMORTARMAN 519.99 54,65 JACKHAMMER 519.99 $4,65 MINER $20,35 $4,65 NOZZLEMAN, CONCRETE PUMP, GREEN CUTTER WHEN USING HIGH 519,99 $4,65 PRESSURE AIR 80 WATER ON CONCRETE 80 ROCK, SANDBLAST, GUNITE, SHOTCRETE, WATER BLASTER PAVEMENT BREAKER 519,99 $4,65 PILOT CAR 514,83 54,65 PIPE RELlNER (NOT INSERT TYPE) 519,99 $4,65 PIPELAYER 80 CAULKER $19,99 $4.65 POT TENDER 519,51 $4,65 POWDERMAN $20,35 $4,65 POWDERMAN HELPER $19,51 $4,65 RAILROAD SPIKE PULLER (POWER) $19,99 54,65 RE-TIMBERMAN 520,35 54,65 SPREADER (CLARY POWER OR SIMILAR TYPES) $19.99 $4,65 SPREADER (CONCRETE) S19,99 $4,65 STAKE HOPPER $19,51 $4,65 TAMPER 80 SIMILAR ELECTRIC, AIR & GAS S19,99 $4,65 TAMPER (MULTIPLE 80 SELF PROPELLED) S19,99 54,65 TOOLROOM MAN (AT JOB SITE) S19,51 $4,65 TOPMAN, TAlLMAN 519,51 54.65 TRACK LINER (PO\NER) S19,99 54,65 TUGGER OPERATOR 519,51 S4,65 VIBRATING SCREED (Alf':, GAS, OR ELECTRIC) S19,51 $4,65 VIBRATOR 519,99 $4,65 \NELL.POINT MAN $19,99 $4,65 LABORERS. UNDERGROUND SEWER & WATER GENERAL LABORER $19,61 $4,65 PIPE LAYER $19,99 $4,65 LANDSCAPE CONSTRUCTION IRRIGATION OR LAWN SPRINKLER INSTALLERS 511,42 $0,00 LANDSCAPE EQUIPMENT OPERATORS OR TRUCK DRIVERS 57,81 SO,OO LANDSCAPING OR PLANTING LABORERS 57,93 $0,00 LATHERS JOURNEY LEVEL S22,2B $5,81 MACHINISTS (HYDROELECTRIC SITE WORK) MACHINIST 518,84 SO,OO METAL FABRICATION (IN SHOP) FITTERM'ELDER S15.16 SO,OO LABORER S11,13 $0,00 MACHINE OPERATOR S10,88 SO 00 PAINTER S11,41 SO,OO PAINTERS BRUSH 80 ROLL PAINTER S12,80 SO,OO SPRAY PAINTER S13,30 SO,OO P.g. 4 '.C~-73\: L '" '~;::~'1 ~ ~.,","",' , .......- 'L::~.q. ", ,.: f).s;;;I ~~~~~~l"lJ~,A~,"'I.~~, ,~:.(, (See Benefit Code Key) Over Time Holiday Note Code Code Code 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50, 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 1M 50 lJ SA :~:,~::';;,\},JE~,.;::'~~'":: ,..:gc. I ).Jo,',.. .'~~..:".,"~._~~ I ~"1L_' () o 32 X 10 _,,""'~''''''1IiiIIiIM I' o ,- o .. JEFFERSON COUNTY EffectIVe 03-02-96 ..*****~.~.-'-""'**'***lIt*****....._.***...****..........._.*...............**..**.*.**1r..........**....****... (See Benefit Code Key) Hourly Hourly Over Z Wage Fringe Time Holiday Note <( . Classification Rate Benefits Code Code Code :1:1- l-aJ PLASTERERS a: ~. <(:;, JOURNEY LEVEL $21.69 $7,25 lR SA Wu -'0 PLAYGROUND & PARK EQUIPMENT INSTALLERS uc JOURNEY LEVEL $7,93 $0.00 ~~i PLUMBERS & PIPE FITTERS ~I- JOURNEY LEVEL $31,66 $0,00 en u.' -01 POWER EQUIPMENT OPERATORS ~~' ASSISTANT ENGINEERS (OILERS) $19,66 $6.Bl IN 50 8L <(- BACKHOES, (75 HP & UNDER) $21,76 $6.Bl IN 50 8L a:-' u.<( BACKHOES, (OVER 75 HP) $22,12 $6.Bl IN 50 8L ~5 BACKHOES, (3 YO & UNDER) $22,12 $6.Bl IN 50 8L :l:w BACKHOES, (OVER 3 YO AND UNDER 6 YO) $22,56 $6.Bl IN 50 8L I-J: ZI- BACKHOES, (6 YO AND OVER IMTH ATTACHMENTS) $23,06 $6.Bl IN 50 BL ;:0 BATCH PLANT OPERATOR, CONCRETE $22,12 $6,81 IN 50 8L Z 1-. BELT LOADERS (ELEVATING TYPE) $21.76 $6.Bl IN 50 BL WW' ~ 5.l BOBCAT $19,66 $6,Bl IN 50 8L Urn BROOMS $19,66 $6,Bl IN 50 BL 0- BUMP CUTTER $22.12 $6,Bl IN 50 BL C!:: Ww CABLEWAYS $22,56 $6,81 IN 50 BL :l:U CHIPPER $22,12 $6,81 IN 50 BL I- f=. COMPRESSORS $19,66 $6.81 IN 50, BL !:!:o Z CONCRETE PUMP.TRUCK MOUNT WITH BOOM ATTACHMENT $22,12 $6,Bl IN 50 BL WOO CONCRETE PUMPS $21,76 $6,81 IN 50 BL U- -J: CONVEYORS $21,76 $6,81 IN 50 BL bf-o Z CRANES, THRU 19 TONS, WITH ATTACHMENTS $21,76 $6,81 IN 50 BL CRANES, 20.44 TONS, WITH ATTACHMENTS $22,12 $6,81 IN 50 BL CRANES, 45 TONS. 99 TONS, UNDER 150 FT OF BOOM (INCLUDING JIB $22,56 $6.81 IN SO BL WITH ATACHMENTS) CRANES. 100 TONS .199 TONS, OR 150 FT OF BOOM (INCLUDING JIB $23,05 $6,81 IN 50 BL WITH ATTACHMENTS) CRANES, 200 TONS /I OVER, OR 250 FT OF BOOM (INCLUDING JIB WITH S23,55 $6.81 IN 50 BL ATTACHMENTS) CRANES. A.FRAME, 10 TON AND UNDER $19,66 $6,81 IN 51? BL CRANES, A.FRAME. OVER 10 TON $21,76 $6,81 IN 50 BL ,r" CRANES, OVERHEAD, BRIDGE TYPE (20.44 TONS) $22,12 $6,81 IN 50 BL CRANES. OVERHEAD, BRIDGE TYPE (45.99 TONS) S22,55 S6,81 IN 50 6L CRANES, OVERHEAD, BRIDGE TYPE (100 TONS /I OVER) $23,06 $6,81 IN 50 BL 0 CRANES, TOWER CRANE $23,06 $B,81 IN 50 BL CRUSHERS S22,12 $6,81 IN 50 BL DECK ENGINEER/DECK WINCHES (POWER) S22,12 S6,81 IN 50 BL DERRICK, BUILDING S22,56 $6.81 IN 50 BL DOZERS, 0.9/1 UNDER $21.76 $0,81 IN 50 6L DRILL OILERS. AUGER TYPE, TRUCK OR CRANE MOUNT $21,70 $6,Bl IN SO BL I DRILLING MACHINE S22,12 S6,81 1N 50 OL 0 0 0 ELEVATOR AND MANLIFT. PERMANENT AND SHAFT.TYPE SI9,BB $B,81 IN 50 BL EOUIPMENT SERVICE ENGINEER (OILER) $21,76 $B,81 IN 50 BL FI1I1SHING MACHINE/CUR8 EXTRUDER S22,12 SO,81 IN 50 BL FORK LIFTS, (3000 LBS AND OVER) $21,70 SO,81 IN 50 8L FORK LIFTS, (UNDER 3000 LBS) S19,05 $0,81 IN 50 OL GRADE ENGINEER S21.75 S5,51 IN 50 5L GRAOECHECKER AND STAKEMAN S1960 S6.81 IN 50 6L Pig. 5 C"-'-o"- [ -~ ') o . '," : ''::(Y;J,~~+ , ""."'_""~v~r'r'7;:~.:!:.~~~:" :,}::';:;,:,~,llif~L';o:>,::",a~r:" _ -, , ",,",ft';,;, "t-""~:r"'i~l ."..t'T~'-'.~'~~' rr- 10 ,'. ....,.-, ~~ 32 X 10 - ... ~ ...... l.i ._ ... .j'& v ,- Z <( , :1:1- l-aJ a: ::a, ;5:;, -'u uO enC enW w:l: -'I- en u.' -0 w I ::a~ ~::::; u.<( !a5 :l:w 1-:1: ZI- ;:0 Z 1-, ww; ~ 5'\ Uen 0- c!:: Ww :l:u ~t5 Z wen u- j::~ o Z ;,... ,.. , ~ o o :C'''-o'- -==- o o .. JEFFERSON COUNTY Effective 03-02-96 ...-.....-....***..---.****..-........-...........-............**.......**._***..........-.......**..... (See Benefit Code Key) Hourly Hourly Over Wage Fringe Time Holiday Note Classification Rale Benefits . Code ~ ~ HOISTS, AIR TUGGERS $21.76 $6.81 lN 50 8L HYDRALlFT5/BOOM TRUCKS (10 TON & UNDER) $19.66 $6.81 lN 50 8L HYORALIFTS/BOOM TRUCKS (OVER 10 TON) $21.76 $6.81 lN 50 8L LOADERS, OVERHEAD (UNDER 6 YO) $22,12 $6,81 lN 50 8L LOADERS, OVERHEAD (6 YO UP TO 8 YO) $22.56 $6.81 IN 50 8L LOADERS, OVERHEAD (8 YO & OVER) $23,06 $6,81 lN 50 8L LOCOMOTIVES, ALL $22,12 $6.81 IN 50 8L MECHANICS, ALL (WELDERS) $22,12 $6.81 IN 50 8L MIXERS. ASP HAL T PLANT $22,12 $6,81 lN 50 8L MOTOR PATROL GRADER (FINISHING) $22,12 $6,81 lN 50 8L MOTOR PATROL GRADER (NON-FINISHING) $21.76 $6,81 lN 50 8L MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR SHIELD $22,56 $6.81 lN 50 8L OIL DISTRIBUTORS, BLOWER DISTRIBUTION AND MULCH SEEDING $19,66 $6,81 lN 50 8L OPERATOR PAVEMENT BREAKER $19,66 $6,81 IN 50 8L PILEDRIVER (OTHER THAN CRANE MOUNT) $22,12 $6,Bl lN 50 8L PLANT OILER (ASPHALT CRUSHER) $21,76 $6,81 lN 50 8L POSTHOLE DIGGER, MECHANICAL $19,66 $6,Bl lN 50 BL POWER PLANT $19,66 $6,81 lN 50 BL PUMPS. WATER $19,66 $6,Bl lN 50 BL QUAD 9,0.10, AND HD-41 $22,56 $6,81 lN 50 BL REMOTE CONTROl. OPERATOR $22,66 Sp,Bl IN 60 BL ROLLAGON 522,56 S6,Bl lN 50 8L ROLl.ER. OTHER THAN PLANT ROAD MIX $19,66 S6,Bl lN 50 8L ROLl.ERS, PLANTMIX OR MUl. TILIFT MATERIAl.S (COMPOSITION $21,76 S6,Bl lN 50 BL MATERIALS) ROTO.MILL, ROTO.GRINoER $22,12 S6,Bl lN 50 BL SAWS, CONCRETE $21,76 $6.81 IN 50 8L SCRAPERS, CONCRETE AND CARRY ALl. $21,76 56.81 lN 50 BL SCRAPERS, SELF-PROPELLED (UNDER 45 YO) $22,12 $B,Bl lN 50 BL SCRAPERS, SELF.PROPELLEo (45 YO AND OVER) $22,56 $6,Bl IN 50 8L SCREED MAN $22,12 S6,Bl lN 50 BL SHOTCRETE GUNITE $19,66 $6,81 lN 50 8L SHOVELS, (3 YO & UNDER) $22,12 SB,Bl lN 50 8L SHOVELS, (OVER 3 YO AND UNDER 6 YO) 522,56 58,81 IN 50 .L SHOVELS, (6 YO AND OVER VV1TH ATTACHMENTS) $23,06 56,81 IN 50 8L SLIP FORM PAVERS $22,56 56.81 IN 50 8L SPREADER, TOPSIDE OPERATOR. BLAW KNOX $21.76 S6Bl IN 50 BL SllBGRAOE TRIMMER $22,12 $6,Bl IN 50 BL TRACTORS, (75 HP & UNDER) 521.76 S6,Bl IN 50 BL TRACTORS, (OVER 76 HP) $22,12 SB,Bl IN 50 BL TRANSPORTERS, ALL TRACK OR TRUCK TYPE $22,58 $8,Bl IN 50 8L TRENCHING MACHINES $21,76 S6Bl IN 50 6L I TRUCK CRANE OILER/DRIVER (UNDER 100 TON) 521,76 56,81 IN 50 8L a 0 TRUCK CRANE OILER/DRIVER (100 TON & OVER) $22,12 $6,61 lN 50 8L v.\1EEL TRACTORS, FARMALL TYPE $10,66 $6,81 lN 50 8L YO YO PAY DOZER $22,12 $6,81 IN 50 8L POWER EQUIPMENT OPERATORS. UNDERGROUND SEWER & WATER ALL CLASSIFICA TIONS 510,85 50,00 POWER LINE Cl.EARANCE TREE TRIMMERS JOURNEY LEVEL IN CHARGE 520,10 55,05 4A 5A Paoe B c;:;/~ ]32><10 1''0 I 0 . {:: "',""'='__':_:' '~ ~_,~/~,'~'f c: :=. .::.-u: ';f' .\,:, ~ ,~ :. ~, ' o ,;- o .. o JEFFERSON COUNTY Effective 03-02-96 .................**..******...****************.*********..................*....******..**...*******.***.*****.*********** (See Benefit Code Key) Hourly Hourly Over \/\kge Fringe Time Holiday Note Classification Rate Benefits Code Code Code LINE CLEARANCE EOUIPMENT OPERATOR $19,12 $4.32 4A SA SPRAY PERSON $IB,79 $4.30 4A SA TREE TRIMMER $17.35 $4,96 4A SA TREE TRIMMER GROUNDPERSON ICHIPPER OPERATOR $12.17 $4.0B 4A, SA REFRIGERATION & AIR CONDITIONING MECHANICS MECHANIC $27.66 $0,00 RESIDENTIAL CARPENTERS JOURNEY LEVEL $11,.5 $3.50 RESIDENTIAL DRYWALL TAPERS JOURNEY LEVEL $IB,95 $0,00 RESIDENTIAL ELECTRICIANS JOURNEY LEVEL $15,94 $0,00 RESIDENTIAL GLAZIERS JOURNEY LEVEL $10,72 $0,00 RESIDENTIAL INSULATION APPLICATORS JOURNEY LEVEL $11,00 $2,96 RESIDENTIAL LABORERS JOURNEV LEVEL $6,44 $0,00 RESIDENTIAL PAINTERS JOURNEY LEVEL $10,00 $0,00 RESIDENTIAL PLUMBERS & PIPEFIITERS JOURNEY LEVEL $16,97 $0,00 RESIDENTIAL REFRIGERATION & AIR CONDITIONING MECHANICS JOURNEv LEVEL $16,66 $4,26 lB SA RESIDENTIAL SHEET METAL WORKERS JOURNEY LEVEL $13,55 $2,70 ROOFERS JOURNEV LEVEL $21,40 $4,90 lR SA USING IRRITABLE BITUMINOUS MATERIALS $24,40 $4,90 lR SA SHEET METAL WORKERS JOURNEV LEVEL $25,71 $7,06 lJ SA SIGN MAKERS & INSTALLERS (ELECTRICAL) JOURNEv LEVEL $17,29 $2,00 STOCK PERSON $6,65 $1.74 SIGN MAKERS & INSTALLERS (NON-ELECTRICAL) JOURNEV LEVEL $12,15 $0,00 SOFT FLOOR LAVERS JOURNEV LEVEL $lo.Be $0,00 SOLAR CONTROLS FOR WINDOWS JOURNEY LEVEL $9,95 SO,36 lB 60 SPRINKLER FlnERS (FIRE PROTECTION) JOURNEv LEVEL $25,00 S9,30 lB se STAGE RIGGING MECHANICS (NON STRUCTURAL) I JOURNEv LEVEL $10,50 $2,73 0 0 SURVEvORS CHAIN PERSON $9,35 SO,DO INSTRUMENT PERSON $11,40 $000 PARTY CHIEF S13,4O SO,OO TELEPIiONE LINE CONSTRUCTION. OUTSIDE CABLE SPLICER SI6,OB S3,06 2B SA Page 7 Z c( . J:I- l-aJ ~~, Wu -'0 Ua ~~ ~I- cnu. -0 W I ::!:~ ~::::; u.<( !!? 15' :l:w I-J: ZI- ~~, WW' ::!: ::l,1 ::lal Ucn 0- a!:: Ww :l:u 1-- !:b Z wen u- -J: b'"' Z '."'-"' , I , 1 o c 0 ,,~>,>' .. ,.~ ,'jo .'~." ' .>~ """'.' . " 32><10...... IMII ." IlIMI r o - o .. JEFFERSON COUNTY Effective 03-02-96 -**....****"*'*.*~*.....*.***'*.******..*...*****...*.........***.*..********...*****....".***...........*... ....*.* (See Benefit Code Key) Hourly Hourly Over Z Wage Fringe Time Holiday Note <(' :1:1- Classification Rate Benefits Code Code ~ l-aJ a: :E. HOLE DIGGER/GROUND PERSON $8.83 $2.53 28 5A ~::l INSTALLER (REPAIRER) $17.20 $3.03 28 SA -,U uO JOURNEY LEVEL TELEPHONE LINE PERSON $16,60 $3,00 28 SA en O. POLE SPRAYER 516.60 $3,00 28 SA enw w:l: SPECIAL APPARATUS INSTALLER I 518.06 $3.08 28 5A -' 1-, en u.' SPECIAL APPARATUS INSTALLER II $17,64 $3,06 28 SA -0 TELEPHONE EQUIPMENT OPERATOR (HEAVY) 518,06 $3.08 28 SA ~~' TELEPHONE EQUIPMENT OPERATOR (LIGHT) 516.60 $3,00 28 SA ~::::; TELEVISION GROUND PERSON $8,24 $2.49 28 SA u.<( !!la TELEVISION LINEPERSON $11.90 $2,71 28 SA :l:w TELEVISION SYSTEM TECHNICIAN $14,72 $2,88 28 SA 1-:1: TELEVISION TECHNICIAN 512,95 $2.78 28 5A ZI- TREE TRIMMER 516,60 $3,00 28 5A ;:0 Z 1-, TERRAZZO WORltERS & TILE SETTERS :g ~I JOURNEY LEVEL $22.27 $5,31 lR 5A ::l 01 TILE, MARBLE & TERRAZZO FINISHERS Urn FINISHER $17.60 $5,06 lR 5A 0- O!:: TRAFFIC CONTROL STRIPERS ~W, JOURNEY LEVEL 518,33 $4,46 lK 5A I-!d TRUCK DRIVERS !:!:b DUMP TRUCK $20,64 $6,28 1M 50 8L Z ill rn' DUMP TRUCK & TRAILER $21.22 $6,28 1M 50 8L u- OTHER TRUCKS $21,22 $6,28 1M 50 8L i= ~i o : TRANSIT MIXER $14.47 $0,00 1 Z " WELL DRILLERS & IRRIGATION PUMP INSTALLERS IRRIGATION PUMP INSTALLER $11,60 $0,00 OILER $9.45 $0,00 WELL DRILLER $11,60 50,00 'r''- '0 o I o o Plge B Co ~, ~Gg " ,",' ',..:,,' , 32>< 10 r- ~~ Z <(' :I:1- l-aJ ~~, Wu -'0 Uc en W'I fn:l: -'I- enu.. -0 W>: :::;1- ~::::; u.< !!la :I:w 1-:1: ZI- ;:0 Z 1-, WWl ~ 5! Uen 0- c!:: Ww :l:u 1-- !!:b Z wen u- f= :I:. 01-. Z r' o o - o o .. BENEFIT CODE KEY EFFECTIVE OJ-OZ-96 ....... ....... .... ,.. ... .... ...... .... ................... ............... ....... .................. ....... ... .......... .... OVERTI\IE COIlES I. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT ONE AND O:-lE.HALFTIMES THE HOURLY RATE OF WAGE, A, ALL HOURS WORKED ON SATIJRDAYS. SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE. HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATIJRDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON SUNDAYS AND HOLlDA YS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE, ALL HOURS WORKED ON SUNDAYS SIW,L BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATIJRDAYS (EXCEPT MAKEUP DAYS). SUNDAYS AND HOLIDAYS SHALL ALSO BE PAID AT ONE AND ONE-HALF TIMES TIlE HOURLY RATE OF WAGE. B C. E, F. THE FIRST EIGHT (8) HOURS ON SATIJRDAY SHALL BE PAID AT ONE AND ONE.HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATURDAY. AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE, ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED ON SATIJRDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS OR EQUIPMENT BREAKDOWN) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. THE FIRST EIGHT (8) HOURS ON SATIJRDAY SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE. ALL HOURS WORKED IN EXCESS OF EIGHT (8) HOURS ON SATIJRDAY. AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE, ALL HOURS WORKED ON SATIJRDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE.HALF TIMES THE HOURLY RATE OF WAGE, ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE, ALL HOURS WORKED ON SATIJRDAYS. SUNDAYS AND HOLIDAYS (EXCEPT THANKSGIVING DAY AND CHRISTMAS DAY) SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, ALL HOURS WORKED ON THANKSGMNG DAY AND CHRISTMAS DAY SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE, ALL HOURS WORKED ON SATIJRDAYS (EXCEPT MAKEUP DAYS IF WORK IS LOST DUE TO INCLEMENT WEATHER CONDITIONS) SHALL BE PAID AT ONE AND ONE.IIALF TIMES THE HOURL Y RATE OF WAGE, ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE, ALL HOURS WORKED ON SATIJ,RDAYS (EXCEPT MAKEUP DAYS) SHALL BE PAID AT ONE AND ONE-IIALF TIMES TIlE HOURLY RATE OF WAGE, ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE, ALL HOURS WORKED ON SATIJRDAYS (EXCEPT MAKEUP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND ONE- IIALF TIMES THE HOURLY RATE OF WAGE, ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE, ALL HOURS WORKED ON SUNDAYS AND 1l0LIDA YS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE, H, 1. K, L, M, N, P. R, U, ALL HOURS WORKED ON SATIJRDAYS SHALL BE PAID AT ONE AND ONE-tIALF TIMES THE HOURLY RATE OF WAGE, ALL HOURS WORKED ON SUNDAYS AND 1I0LIDAYS (EXCEPT LABOR DAY) SHALL BE PAID AT TWO TIMES THE 1I0URL Y RATE OF WAGE, ALL HOURS WORKED ON LABOR DAY SHALL BE PAID AT THREE TIMES THE HOURLY RA TI: OF WAGE, ALL HOURS WORKED ON SATIJRDAYS AND SUNDAYS SHALL BE PAID AT ONE AND ONE.HALF TIMES THE 1I0URI.V RATE OF WAGE, SATIJRDAYS AND SUNDAYS MAV BE WORKED AS A MAKE.UP DAY AT THE PREVAILING 1I0URLY RATE OF WAGE (NO OVERTIME) WHEN WORK IS LOST DUE TO ANY REASON BEYOND TIlE EMpLOYER'S CONTROL ALL HOURS WORKED ON HOI.IDA YS SHALL BE PAID AT TWO TIMES THE HOURL Y RATE OF WAGE, W, ALL HOURS WORKED IN ExCESS OF EIGIlT (R) flOURS pEn DAY OR FORTY (40) HOURS pER WEEK SHALL BE rAID AT ONE AND ON~.IlALFTIMESnIE HOURLY kATE OF WAGE, A, TilE FIRST SIX (r.) HOURS ON SA T1JRDA Y SHALL BE PAID AT ONE AND ONE.IlALF TIMES TilE HounL Y RATE or WAGE AI.L HOURS WOIU:EP IN EXCESS or SIX (6) HOURS ON SATIJRDAV AND ALL HOURS WORKED ON SUNDAYS ANI> 1I0LlUAYS SIlALL BE rAID AT TWO TIMES TIlE HOURLY RATE orWAOE n AI.L HOUllS WOIU:ED ON HOI.IDA VS SIlALL BE PAID AT ONE AND ONE.IIALF TIMI:S TIlE HOURI.Y RATE or WAGI:, (---;- ""'- ( O(~~ I ::,,':/,.<-'./;..:,.....,.,::',, ~ ,...~!(..",,_...>.., ' .,~"",.':');~;~,:::".',,, I I ~ .;~' :' I ~ ,'. - I o o 32 xl 0 l.ltlJlld. 'MIiI:Iiir .- z <(. :l:f- l-aJ a: ~, <(::l Wu -'0 Uc en w~ ~~1 enu. -0 W , ~~, ~::::; u.<( ~5 :l:w 1-:1: ZI- ;:0 zl- ww, ~ 5'\ Uen o- ct: Ww :l:u 1-- !!:b Z woo u- i=~ o Z ,.,.' o o ("~.7 o o .. BENEFIT CODE KEY EFFECTIVE 03-02-96 2, ALL HOURS WORKED ON SATURDAYS OR HOLIDAYS (EXCEf'T LABOR DAY) SHALL BE PAID AT ONE AND ONE.HALF TIMES THE HOURLY RATE OF WAGE. ALLlIOURS WORKED ON SUNDAYS OR ON LABOR DAY SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE, F. THE FIRST EIGHT (8) HOURS WORKED ON HOLIDAYS SHALL BE PAID AT THE STRAIGHT HOURLY RATE UF WAU~ J'N . ADDITION TO THE HOLIDAY PAY. ALL HOURS WORKED IN EXCESS OF EIGIIT (8) HOURS ON HOLIDAYS SHAll, DF PAID AT DOUBLE THE HOURL Y RATE OF WAGE, E 4. j, ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE ALL HOURS WORKED ON PAID HOLIDAYS SHALL BE PAID AT TWO AND ONE.HALF TIMES THE HOURLY RATE OF WAGE, INCLUDING THE HOLIDAY PAY, ALL HOURS WORKED ON UNPAID HOLIDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE. L. ALL HOURS WORKED ON SUNDAYS SHALL BE PAID AT TWO TIMES THE HOURLY RATE OF WAGE, ALL HUURS WORKED ON HOLIDAYS SHALL BE PAID AT ONE AND ONE.HALF TIMES THE HOURLY RATE OF WAGE. IN ADDITION TO THE HOLlDA Y PAY. N, ALL HOURS WORKED ON HOLIDAYS SHALL BE PAlD AT ONE AND ONE. HALF TIMES THE HOURLY RATE OF WAGE. IN ADDITION TO THE HOLIDAY PAY. O. ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE HOURLY RATE OF WAGE, ALL HOtJRS WORKED IN EXCESS OF EIGHT (8) HOURS PER DAY OR FORTY (40) HOURS PER WEEK SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE, A. ALL HOURS WORKED ON SATURDAYS, SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE HOURLY RATE OF WAGE. HOLIDAY CODES S. A, B. C. D, G, H, I. M, N. 0, Q, HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY. INDEPENDENCE DAY, LABOR DAY. THANKSGIVING DAY. rRIDA',' AITER THANKSGIVING DAY, AND CHRISTMAS DAY (7). HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AITER THANKSOIVING DAY, THE DAY BEFORE CHRISTMAS. AND CHRISTMAS DAY (8), HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY, THANKSGIVING DAY. THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8). HOLIOA YS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, TliANKSOIVING DAY, THE FRIDAY AND SA 11JRDA Y AITER THANKSOIVING DAY, AND CHRISTMAS DAY (8), HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, TilE LAS,. WORK DAY BEFORE CHRISTMAS DAY, AND CHRISTMAS DAY (7), HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, AND CHRISTMAS (6), HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, TlIANKSGIVING DAY, ANI) CHRISTMAS DAY (6), HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVINO DAY, Till, FRIDAY AFTER TlIANKSGIVING DAY, TIlE DAY BEFORE CHRISTMM DAY, AND CHRISTMAS DAY (8), 1I0LJDAYS: NEW YEAR'S DAY, WASllINGTON'S BIRTlIDAY, MEMORIAl. DAY, INDEPENDENCE DAY, LABOR DAY. VETERANS' DAY, TIIANKSGIVING DAY, THE FRIOA Y AFTER THANKSGIVING DAY, AND CHRISTMAS DA Y (II) PAID 1I01.WAYS: NEW YEAR'S DAY, WASlIINGTON'S BIRTHDAY, INDEPENDENCE DAY, LABOR DAY, THANI:SGIVING DAY, AND CHRISTMAS [)A Y (6), PAID 1I0LIDAYS: NEW YEAR'S DAY, MEMORIAL DAY.INDEPENDF,NCE DAY, LABOR DAY, THANKSGIVING DAY, ANI) CIIIUSTMAS UA Y (6), =~--' c o(~ \- . ':~~:;~::.f" ... ., .;:~~E':',"" , ".Z~;t~"''''f':~'t.1., '\"'i'/( ~....- ...............~ -' . ",,--......;., ~. (' ~ -:"_J:_W.1f~'" .10 I o o 32 X 10 ....- ......._"""';..IIld!ti. I8IIiId r .- Z <I: . :1:1- l-aJ ~~, Wu -'0 Uo en W'I ffi:J: -'I- en u.' -0, :g ~: ~::::; u.<( ~a :l:w 1-:1: ZI- ;:0 Z 1-, :g ~J :;,0', Uen 0- o!:: Ww :l:u 1-- !!:b Z wtJ) u- -:J: bl-o Z :r' o o ~- o o .. BENEFIT CODE KEY EFFECTNE 03-02-96 6. PAlD HOLIDAYS: NEW YEAR'S DAY. MEMORIAL DAY. INDEPENDENCE DAY. LADOR DAY. THANKSGIVING DAY. THE FRIDAY AFTER THANKSGIVING DAY. THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY. AND A FLOATING HOLIDAY (9), U. V. PAlD HOLIDAYS: NEW YEAR'S DAY. MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY. THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY, CHRISTMAS EVE DAY. CHRISTMAS DAY. AND EMPLOYEE'S BIRTHDAY (9). W. PAlD HOLIDAYS: NEW YEAR'S DAY. DAY BEFORE OR AFTER NEW YEAR'S DAY. PRESIDENTS DAY. MEMORIAL DAY. INDEPENDENCE DAY. LABOR DAY. THANKSGIVING DAY. DAY AFTER THANKSGIVING DAY. CHRISTMAS DAY, DAY BEFORE OR .-\ITER CHRISTMAS DAY (10). x, PAlD HOLIDAYS: NEW YEAR'S DAY, DAY BEFORE OR .-\ITER NEW YEAR'S DAY, PRESIDENTS DAY. MEMORIAL DA Y,INDEPENDENCE DAY. LABOR DAY. THANKSGIVING DAY, DAY AFTER THANKSGIVING DAY. CHRISTMAS DAY. DAY BEFORE OR .-\ITER CHRISTMAS DAY, EMPLOYEE'S BIRTHDAY (II), NOTE COIlES 8, THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE-HALFTIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: A. OVER SO'TO 100' - $ I ,00 PER fOOT FOR EACH FOOT OVER SO FEET OVER 100'TO 175' - $2.25 PER FOOT FOR EACH FOOT OVER 100 FEET OVER 175' TO 250' - $5,50 PER FOOT FOR EACH FOOT OVER J75 FEET OVER 250' - DNERS MAY NAME THEIR OWN PRICE, PROVIDED IT IS NO LESS THAN THE SCALE LISTED FOR 2S0 FEET B. TIlE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE.HALFTlMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEF.T OR MORE: OVER 50' TO 100' . $ I ,00 PER FOOT FOR EACH FOOT OVER SO FEET OVER 100'TO 17~' - $2,25 PER FOOT FOIt IiAt:H FOOT ClVER 100 FEET OVER 175' TO 250' . $S,50 PER FOOT FOR EACH FOOT OVER 175 FEET C. THE STANDBY RATE OF PAY FOR DIVERS SHALL BE ONE.HALF TIMES THE DIVERS RATE OF PAY. IN ADDITION TO THE HOURLY WAGE AND FRINGE BENEFITS, THE FOLLOWING DEPTH PREMIUMS APPLY TO DEPTHS OF FIFTY FEET OR MORE: OVER 50' TO 100' - $ 1,00 PER FOOT FOR EACH FOOT OVER SO FEET OVER 100'TO ISO'. $I.SO PER FOOT FOR EACH FOOT OVER 100 FEET OVER 150' TO 200' - 52,00 PER FOOT FOR EACH FOOT OVER ISO FEET OVER 200' . DIVERS MAY NAME THEIR OWN PRICE WORKERS WORKING WITH SUPPLIED AIR ON HAZMAT PROJECTS RECEIVE AN ADDITIONAL 5 1,00 PER HOUR ALL CLASSIFICATIONS, INCLUDINO ALL APPRENTICES, REPORTING TO AN EMPLOYER'S DESIGNATED JOB HEADQUARTERS AND WORKING A MINIMUM OF FOUR (4) HOURS IN ANY ONE (I ) DAY SHALL RECEIVE A PER DIEM ALLOWANCE OF TWENTY. FOUR DOLLARS ($24,00) IN ADDITION TO THE PREVAlLlNO HOURLY RATE OF WAOE AND FRINGE BENEFITS, L, WORKERS ON IIAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS. LEVEl. A: 50,75, LEVEL B: 50.50, AND LEVEL C: $0.25, D. E. M, WORKERS ON HAZMAT PROJECTS RECEIVE ADDITIONAL HOURLY pREMIUMS AS FOLLOWS: LEVELS A If:. B: $1.00, LEVELS C If:. D: 50,50. WORKERS ON HAZMA T pROJECTS RECEIVE ADDITIONAL HOURLY PREMIUMS AS FOLLOWS. LEVEL A: S 1.00, LEVEL II: 50,75. LEVEL C: 50,50, AND LEVEL D: 50,25, N, -0 ( ) ":"r;~~~<":':., , . ~ ''" ""'\'f'l"""'Y" I d.-'::':'" " ~ 1 ,.,.;: ~. :: JIIIIII.t =~ ~~ - ~~ .:..~ ~ ..,; ,.,~. 10 ~ ~ ~y~:~ - I o o 32X 10 '. _L~lIIIIidilill. r ,- I S, T. Z < . :1:1- u. I-ai a: ::E, <::l V. Wu -'0 Uo w. en wI ~~ X. enu. ~o, ::E>- ~5 y, u.< !aa ~~, z, z ....~ ;: 0: z 1-1 6, A, WWj ::E::l ::lO Uen B. 0- C!:: ~l:l! I- j::i C. !::O' z, wen U- i= i!:! E. o I Z \ , F. H. I, :r .,...... M, 0 1'1, Q, R, 0 '\:..-J " T, (=-;-'_..... .- .t.....d -, o o .. BENEFIT CODE KEY EFFECTIVE 03-02-96 PAID HOLIDAYS' NEW YEAR'S DAY, WASIIINGTON'S BIRTHDAY, MEMORIAL DAY. INDEPENDENCE DA Y. LAUOR DAY. THANKSGIVING DA Y. AND CHRISTMAS DAY (7). PAlD HOLIDAYS: SEVEN (7) PAlD HOLIDAYS. PAlD HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY. INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY. AND A DAY OF THE EMPLOYEES CHOICE (7). PAlD HOLIDAYS: SIX (6) PAlO HOLIDAYS. PAlD HOLIDAYS: NINE (9) PAID HOLIDAYS. HOLIDAYS: AFTER 520 HOURS. NEW YEAR'S DAY. THANKSGIVING DAY AND CHRISTMAS DAY, AFTER 2080 HOURS- NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY, THANKSGIVING DAY, CHRISTMAS DAY AND A FLOATING HOLIDAY (8). HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY,INDEPENDENCE DAY. LABOR DAY. PRESIDENTIAL ELECTION DAY. THANKSGIVING DAY. THE FRIDAY FOLLOWING THANKSGIVING DA y, AND CHRISTMAS DAY (8). HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY, VETERANS DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8), PAlD HOLIDAYS: NEW YEAR'S DAY. MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY. CHRISTMAS EVE DAY. AND CHRISTMAS DAY (7), HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE DAY BEFORE CHRISTMAS DAY, CHRISTMAS DAY. AND THE DAY BEFORE NEW YEAR'S DAY (9), ' HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY. MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE DAY AFTER THANKSGIVING DAY, THE LAST WORK DAY BEFORE CHRISTMAS DAY, AND CHRlST/o.L\S DAY (9), HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY AFTER THANKSGIVING DAY AND CHRISTMAS DAY (8), HOLIDAYS: NEW YEAR'S DAY, WASHINGTON'S BIRTHDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, VETERANS DAY, THANKSGIVING DAY, FRIDAY AFTER TIIANKSGlVING DAY AND CHRISTMAS DAY (9), HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTUER KING lR, DAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY, THANKSGIVING DAY, THE FRIDAY AFTER THANKSGIVING DAY, AND CHRISTMAS DAY (8), PAlO HOLIDAYS: NEW YEAR'S pAY, MEMORIAL DAY, INDEPENDENCE DAY. LABOR DAY, THANKSGIVING DAY, FRIDAY AFTER THANKSGIYING DAY, AND CHRISTMAS DAY (7), PAID HOLIDAYS: THANKSGlYING AllD CHRISTMAS, UNPAID HOLIDAYS; NEW YEAR'S DAY, MEMOr.IAL DAY, INDEPENDENCE DAY, LABOR DAY AND THE DAY AFTER THANKSGIYING, PAID HOLIDAYS: MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY AND CHRISTMAS DA y, UNPAID HOLIDAYS: NEW YEAR'S DAY AND THE DAY AFTER THANKSGIVING DAY, PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIYING DAY, THE DAY AFTER TIIANKSGlYINGDAY AND CflRISTMAS DAY, UNPAlD HOLIDAY; PRESIDENTS' DAY, HOLIDAYS: NEW YEAR'S DAY; MARTIN LUTIIER KING, JR, DAY; WASHINGTON'S BIRTHDAY; MEMORIAL DAY; INDEPENDENCE DAY; THANKSGIYING DAY; THE FRIDAY AFTER THANKSGIVINO DAY; AND CIIRlSTMAS DA Y (8), PAID HOLIDAYS: NEW YEAR'S DAY, MEMORIAL DAY, INDEPENDENCE DAY, LADOR DAY, TIIANKSGIYING DA Y, THE FRIDA Y AFTER TIIANI:SOIYING DAY, CflRISTMAS EYE DAY, AND CtIIUSTMAS DAY (8), PAID 1I0LIDA\'S: NEW YEAR'S DAY, WASIIINGTON'S DIRTIIDAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, TJIANKSGIVINO DAY, TilE FRIDAY AFTER THANKSOIYING DAY, TilE LAST WORKING DAY BEFORE CIIRISTMAS DAY. ANn CIIRISTMAS DAY (9), r otj~""'" . ., ","'T' . ........ _ s.............'" ,...., <h'.....~..'., \'~'L~-"r::,):-!.:-'i ri~" "'~"" ,..~:'tr,~:,;:'~" :'''"., 'L b......-.. ,I . '~~> I I .i~ ~ 10 _..l~ I --- o o 32 X 10 ~ .. ....."""-'~--' ~ \. ...~ oo/~ z <(' :1:1- t-aJ a: ::E, ~::l -,u UO c en wI' ffi:I: -'I- en u.' ~Oi ::E~i ~::::; u..<( !!lel :l:W 1-:1: 2:1- ;:0 Z 1-, wW1 ~ 5~ Ucn 0- o!:: ~w; I-!:! !!:b z' Woo u 5:, i= hi 01 Z, , ;,.....' '0 o , , " o o .. Federal Wage Rates XOI20/o/ Uppcr Ifo" Ilood Park BOllndor)' Wa.v"olll !C~r-r I~~' --. .~ SlIr!aclnR and Traj]/c Itcms ~,~ ) 1 10 I o o ;,32><ltll - oi)-' o o .. GENERAL DECISION WA950001 02/23/96 WA1 General Decision Number WA950001 State: Washington Superseded General Decision No. WA940001 Z <( . :I:I- l-aJ ~::!, ~a UO en C, enw w:l: -'I- enu. -0 w I ::!~, ~::::; u.<t. 5!1a :l:w 1-:1: ZI- ;:0 Z 1-, ww; ~ 5\ tJ 00 0- o!:: ww: :l:u ~ t5' Z woo' u- -:I:, bh! Z , " construction Type: DREDGING HEAVY HIGHWAY County(ies) : STATEWIDE HEAVY AND HIGHWAY AND DREDGING CONSTRUCTION PROJECTS Modification Number o 1 2 3 4 5 6 7 8 9 10 11 12 13 COUNTY (ies) : STATEWIDE CARP0001W 06/01/1995 Publication Date 02/10/1995 04/07/1995 06/02/1995 06/16/1995 06/23/1995 07/07/1995 07/28/1995 08/04/1995 08/11/1995 09/01/1995 10/06/1995 12/01/1995 02/02/1996 02/23/1996 Rates Fringes COUNTIES EAST OF THE 120TH MERIDIAN: COLUMBIA RIVER DISTRICT COUNCIL:, ADAMS, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GRANT, OKANOGAN (EAST), AND WALLA WALLA COUNTIES CARPENTERS: GROUP 1: 20.79 4.41 ',.... ..0' GROUP 2 : 21.79 4.41 , GROUP 3 : 21.04 4.41 , GROUP 4 : 20..79 4.41 i GROUP 5: 51.55 4.41 0 GROUP 6: 24.54 4.41 SPOKANE DISTRICT COUNCIL: ASOTIN, GARFIELD, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES CARPENTERS: GROUP 1: 20.17 4.41 GROUP 2: 21.17 4.41 0 GROUP 3: 20.42 4.41 GROUP 4: 20.17 4.41 GROUP 5: 50.03 4.41 GROUP 6: 23.92 4.41 WA950001, MOD 13 (';- -'0'--- Co' I (<) o ~ I o~i" 32 xl 0 .".. - Z <(' :1:1- l-aJ a: ::iE. <(:;, Wu -'0 Uo en ' enW w:l: -'I- enu. ~Oi ::iE~ ~::::; u..<( 5Qa :l:W 1-:1: ZI- ;:0 Z 1-1 WW1 ~ 51 Uen 0-' c!::' wwi xu I- i=' !!:o Z ~5Q i= ~i ~ t.l /1 :r..'.. 'I \ o o (..'.-....'~. ... .0 - o o .. CARPENTERS CLASSIFICATIONS I GROUP 1: Carpenter, burner-welder; rigger and signaler; insulators (all types), acoustical, drywall and metal studs; metal panels and partitions; floor layer, sander, finisher and astra truf; layout carpenters; form builder; rough framer; outside or inside finisher, including doors, windows, and jams; sawfiler; shingler (wood, composition), solar, fiberglass; aluminum or metal; scaffold erecting and dismantling; stationary saw-off bearer; wire, wood and metal lather applicator GROUP 2: Millwright, machine erector GROUP 3: Piledriver - includes pulling, cutting, pacing collars, setting, welding, or creosote treated material, on all piling GROUP 4: Bridge dock and wharf carpenters GROUP 5: Divers GROUP 6: Divers Tender HAZMAT PROJECTS Anyone working on a HAZMAT job (task, where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows: LEVEL D + $.25 per hour - This is the lowest level of protection. No respirator is used and skin protection is minimal. LEVEL C + $.50 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B + $.75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit". LEVEL A +$1.00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line. CARP00030 06/01/1995 Rates Fringes SOUTHWEST WASHINGTON: CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH) , SKAMANIA, AND WAHKIAKUM COUNTIES SEE ZONE DESCRIPTION FOR CITIES BASE POINTS WA950001 , MOD 13 2 'r'" . ." .~t,.,.;,I.J;', .... i"l;\. ".,.,,~,"D..'. ;,r'p-;':',} '-',i,:,-i~ __ '-"--':'" -,- -..<", .-~~...... I o o 32,xl..OI I o .,;.- o .. Z <(0 :1:1- l-aJ a: ::iE. <( ::J. Wu -'0 uc. en . enW w:I: -'I- enu.. -0 :g ~I ~::::; u..<( !!?5 :l:w 1-:1: ZI- ~~, wW1 ~51 Uen c- c!::i Wwl :l:u' I- i=: u..o' -Z; Ui en' ~:i:I. b.... Z \i ,j CARPENTERS Zone 1: CARPENTERS; ACOUSTICAL DRYWALL FLOOR LAYERS & FLOOR FINISHERS (the laying of all hardwood floors nailed and mastic set, parquet and wood-type tiles, and block floors, the sanding and finishing of floors, the preparation of old and new floors when the materials mentioned above are to be installed); INSULATORS (fiberglass and similar irritating materils MILLWRIGHTS PILEDRIVERS DIVERS DIVERS TENDERS 22.12 22.12 5.02 5.02 22.27 22.62 22.62 52.9J. 24.29 5.02 5.02 5.02 5.02 5.02 Zone Differential (Add to Zone 1 rates) : Zone 2 Zone 3 Zone 4 Zone 5 Zone 6 $0.85 1. 25 1. 70 2.00 3.00 BASEPOINTS: ASTORIA, LONGVIEW, PORTLAND, THE DALLES, AND VANCOUVER, (NOTE: All dispatches for Washington state Counties: Cowlitz, Wahkiakum and Pacific shall be from Longview Local #1707 and mileage shall be computed from that point.) ZONE 1: Projects located within 30 miles of the respective city hall of the above mentioned cities ZONE 2: Projects located more than 30 miles and less than 40 miles of the respective city of the above mentioned cities ZONE 3: Projects located more than 40 miles and less than 50 miles of the respective city of the above mentioned cities ZONE 4: Projects located more than 50 miles and less than 60 miles of the respective city of the above mentioned cities. ZONE 5: Projects located more than 60 miles and less than 70 miles of the respective city of the above mentioned cities ZONE 6: Projects located more than 70 miles of the respected city of the above mentioned cities o I e o WA950001, MOD 13 3 "';..- Z <(' :1:1- l-aJ ~~. Wu -'0 Uc enw ffi:l: -' 1-, en u. -0 :g ~: ~::::; u.<( !as :l:w 1-:1: ZI- ;:0 zl- wW1 ~ 5l Uen 0- cl- W~I i= ~! !:!:b Z wtJ) ~ 5:i b,,",t z -i .r'" , o o "'""""- ,(=.~"""" - CARP0770D 06/01/1995 o o .. Rates Fringes COUNTIES WEST OF THE 120TH MERIDIAN (WESTERN WASHINGTON) : CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES CARPENTERS AND DRYWALL APPLICATORS CARPENTERS ON CREOSOTE MATERIAL SAWFILERS, STATIONARY POWER SAW OPERATORS, FLOOR FINISHER, FLOOR SHINGLER, FLOOR SANDER OPERATORS OF OTHER STATIONARY WOOD WORKING TOOLS MILLWRIGHT AND MACHINE ERECTORS ACOUSTICAL WOKRERS PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING BRIDGE, DOCK & WHARF CARPENTERS DIVERS DIVERS TENDER 22.12 22.22 LAYER, 22.25 23.12 22.28 22.32 22.12 54.68 24.33 5.81 5.81 5.81 5.81 5.81 5.81 5.81 5.81 5.81 (HOURLY ZONE PAY APPLICABLE TO ALL CLASSIFICATIONS EXCEPT PILEDRIVER) Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities: Seattle Olympia Auburn Bremerton Renton Shelton Aberdeen-Hoquiam Tacoma Ellensburg Everett Centralia Mount Vernon Chelan Pt. Townsend Zone Pay o -25 radius miles 25-35 radius miles 35-45 radius miles 45-55 radius miles Over 55 radius miles (HOURLY ZONE PAY - PILEDRIVER ONLY) Bellingham Anacortes Yakima Wenatchee Kelso Pt. Angeles Sunnyside Free $1.00/hour $1. 15/hour $1. 35/hour $1. 55/hour Zone Pay Hourly Zone Pay shall be computed from Seattle Union Hall, Tacoma City center, and Everett City center o -25 radius miles 25-45 radius miles Over 45 radius miles WA950001, MOD 13 - ~ .,~. " ''',r','; ~ilItIIfd';o.l'<' - ~ Free $ .70/hour $1. SO/hour ~>." , ~".""",,,,,,;,,;, !'~i~ ....' '. 10',..." <.. :{,:,l'/' 4 \:',":,:"<,::,,,i , '" ':~,,; ',.;',.-, ,:, i. _L- 10 ~~__L __._"--'..:.:...._~a I o o <Io-:i.~i;i-, ".,: ~ 32 X I 0 ' .:..".o.:;.~:"';"';~~.__. M... ~ I - o o .. San Juan County. Work in San Juan County (except Lopez Island) shall be considered as a subsistence Employees will be paid $40.00 per work day subsistence unless room and board is furnished by the Employer. piledrivers who reside in Anacortes, Mount Vernon, Olympia, Wenatchee, or Yakima Local Union jurisdic tion areas, working on jobs in their respective area, shall have their Zone Pay measured from their respective city center. Z <(' :I:!z I-w a: ::E, <(:;j Wu -'0 Uc ~~ ~I- en u..' ;;:;01 ::E~ ~::::; u..<( 5!28 :l:w 1-:1: ZI- ~~, wW1 ~5'\ Uen 0- c!:: UJ Wi :l:u I- ~I !!::o Z wen u-' i= ~: ~ 1 , CENTRAL WASHINGTON: CHELAN, DOtlGLAS (WEST OF THE l20TH MERIDIAN) , KITTITAS, OKANOGAN (WEST OF THE 120TH MERIDIAN), AND YAKIMA COUNTIES CARPENTERS AND DRYWALL APPLICATORS CARPENTERS ON CREOSOTED MATERIAL SAWFILERS, STATIONARY POWER SAW OPERATORS, FLOOR FINISHER, FLOOR LAYER, SHINGLERS, FLOOR SANDER OPERATORS MILLWRIGHT AND MACHINE ERECTORS PILEDRIVER, DRIVING, PULLING, CUTTING, PLACING COLLARS, SETTING, WELDING OR CRESOTE TREATED MATERIAL, ALL PILING BRIDGE, DOCK AND WHARF CARPENTERS DIVERS DIVERS TENDER ELEC0046A 11/27/1995 18.03 18.13 18.16 23.12 22.32 22.12 54.68 24.33 Rates CALLAM, JEFFERSON, KING, KITSAP COUNTIES 24.31 26.74 ELECTRICIANS CABLE SPLICERS * ELEC0048C 01/01/1996 CLARK, KLICKITAT SKAMANIA COUNTIES ELECTRICIANS CABLE SPLICERS .;tr" 'I ELEC0073A 07/01/1995 Rates Fringes ADAMS, FERRY, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WHITMAN COUNTIES o ELECTRICIANS CABLE SPLICERS o \" WA950001, MOD 13 .:c~-'-o-- ~/ ~" it"... 1 ':-,>< ^, J '~:: ",,;', """ ,:: " -' , " Rates 24,50 25.25 21.05 21.42 ,;. t':c~, """".''j':~<f*._'.,....,,.~.., "-,..,',, ',' ',' ,-'I. ,- 5.81 5.81 5.81 5.81 5.81 5.81 5.81 5.81 Fringes 6.795+3%' 6.795+3% Fringes 7.50+3% 7.50+3% 6.28+3% 6.28+3% 5 . At;';::;,~:\;I.'~';:/-~':i:~~;;:f;: ":,. 10 I - o o LA. 32:><10, jj::(~', ~""""~_ir_WiIIIlI_' '.~....... r "- Z ~~ I-w ~~. Wu -'0 Uo en w'l ffi:z: -'I- (J) u.' ~o! ::!E~ ~::::; u..<( ~a :l:w I-:z: ZI- ;:0 Z 1-, ww' ~ 51 Uen 0- c!:: Ww :l:u I- i=' !:!::o Z wen u- i= ~I o I Z r , , '0 o o .. ELEC0076B 01/01/1996 r r Rates Fringes GRAYS HARBOR, LEWIS, MASON, PACIFIC, PIERCE, AND THURSTON COUNTIES ELECTRICIANS CABLE SPLICERS 22.91 25.20 7.74+3% 7.74+3% ELEC0077C 02/01/1996 Rates Fringes LINE CONSTRUCTION CABLE SPLICERS LINEMEN, POLE SPRAYERS, HEAVY LINE EQUIPMENT MAN LINE EQUIPMENT MEN POWDERMEN, JACKHAMMERMEN GROUNDMEN TREE TRIMMER 26,37 5.25+3.5% 23.81 20.54 17.97 16.89 18.52 5.25+3.5% 4.25+3.5% 4.25+3.5% 4.25+3.5% 4.25+3.5% ELEC0112E 01/01/1996 Rates Fringes ASOTIN, BENTON, COLUMBIA, FRANKLIN, GARFIELD, KITTITAS, WALLA WALLA, YAKIMA COUNTIES ELECTRICIANS 23.20 7.08+3% CABLE SPLICERS 24.36 7.08+3% ELEC0191C 06/01/1995 Rates Fringes ISLAND, SAN JUAN, SNOHOMISH, SKAGIT AND WHATCOM COUNTIES ELECTRICIANS CABLE SPLICERS 23.95 26.35 5.95+3% 5.95+3% ELEC0191D 06/01/1995 Rates CHELAN, DOUGLAS, GRANT AND OKANOGAN COUNTIES Fringes ELECTRICIANS CABLE SPLICERS 21.25 23.38 5.96+3% 5.96+3% ELEC0970A 01/01/1995 Rates Fringes COWLITZ AND WAHKIAKUM COUNTIES COMMUNICATIONS AND SYSTEMS TECHNICIANS 15.47 2.75+3% 0 ELECTRICIANS 22.41 6.05+3% I CABLE SPLICERS 24.65 6.05+3% 0 0 'f'" -0 -- " '.. -- WA950001. MOD 13 6 '~" . .,'.' ~~- 3~?>< Ic), t'. ~"'il"' " ~ ,- z <( . :1:1- l-aJ a: :;. <(:;, Wu -'0 Uc en W', ~i= en u.' -0 w I :E ~; ~::::; u..<( !as :l:w I-J: ZI- ;:0 Z 1-, ww' :; :;,1 ::> c' Ucn 0- c!:: Wwt :l:u 1-- !:!:b Z wen ~~i 0: Z ~'-". I tj o o \.~ (:_0 -<.. -", ~~ - o o .. SCOPE OF WORK FOR TECHNICIA-~ Includes the installation, testing, service and maintenance, of the following systems which utilize the transmission and/or transference of voice, sound, vision and digital for commercial, education, security and entertainment purposes for the following: TV monitoring and surveillance, background-foreground music, intercom and telephone interconnect, inventory control systems, microwave transmission, multi-media, multiplex, nurse call systems, radio page, school intercom and sound, burglar alarms and low 'voltage master clock systems. WORK EXCLUDED Raceway systems are not covered (excluding Ladder-Rack for the purpose of the above listed systems). Chases and/or nipples (not to exceed ~o feet) may be installed on open wiring systems. Energy management systems. SCADA (Supervisory Control and Data Acquisition) when not intrinsic to the above listed systems (in the scope) . Fire alarm systems when installed in raceways (including wire and cable pulling) shall be performed at the electrician wage rate, when either of the following two (2) conditions apply: 1. The project involves new or major remodel building trades construction. 2. The conductors for the fire alarm system are installed in conduit. ENGI0302E 06/0~/1995 Rates Fringes CHELAN, CLALLAM, DOUGLAS (WEST OF THE ~20TH MERIDIAN), GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS, MASON, SAN JUAN, SKAGIT, SNOHOMISH, WHATCOM AND YAKIMA COUNTIES CATEGORY A PROJECTS (excludes Category below) POWER EQUIPMENT OPERATORS: ZONE ~ (0-25 radius miles) : GROUP 1M GROUP ~A GROUP 1 GR,OUP 2 GROUP 3 GROUP 4 B projects, as show 23.56 23.06 22.56 22.~2 2~. 76 ~9.66 6.8~ 6.8~ 6.81 6.8~ 6.8~ 6.81 ZONE 2 (26-45 radius miles) - Add $ .70 to Zone 1 rates ZONE 3 (Over 45 radius miles) - Add $1.00 to Zone 1 rates BASEPOINTS: Bellingham, Mount Vernon, Kent, Port Angeles, Port Townsend, Aberdeen, Shelton, Bremerton, Wenatchee, Yakima, Seattle, Everett I o o WA950001, MOD 13 7 ~, .0 (~.i~ 32xJO L, c_ Z <( . :x:f- I-ffi ~~' Wu -'0 Uc en UJ'I ffi::x: -'I- enu.. ~o: ::!:~ ~::::; u.<( !!la :X:UJ I-::x: ZI- ;:0 zl- W UJI ~EI Uen 0- o!:: Ww :l:u I- 1=' !:!:o Z WUl U- 1= :x: , 0....,' Z :r' o o ..,..- O--~ ( - o o .. POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP lAA - Cranes over 200 tons with 250 ft. of boom, with jib and attachments. GROUP lA - Cranes - 100 tons thru 199 tons or 150' of boom (including jib with attachments) i Loaders, 8 yards and over; Shovel, backhoes 6 yds. and over with attachments; Overhead, bridge type, ~oo tons and over; tower crane. GROUP 1 - Cableway; Cranes 45 tons thru 99 tons, under 150' of boom (including jib with attachments); Overhead, bridge type, 45 tons thru 99 tons; Rollagoni Derricks on building work; Remote control operator on rubber tired earth moving equipment; Loader - overhead, 6 yds to, but not including 8 yds; Mucking machine, mole, tunnel drill and/or shield, shovels, backhoes over 3 yds. and under 6 yds.; Slipform pavers; Scrapers, self-propelled 45yds and over; Transporters, all track or truck type; Quad 9, HD 41, Dl0. GROUP 2 - Concrete batch plant operator; Bump cutter; Cranes, 20 tons thru 44 tonsj Chipper, Crusher, Drilling machine; Finishing machine; Loaders, overhead under 6 yds,; Loaders-plant feed; Locomotives, all; Mixers, asphalt plant; Motor patrol graders, finishing; Pump truck mounted concrete pump with boom attachment; piledriver (other than crane mount); screed man; shovels, backhoes 3 yds. and under; Subgrader trimmer, tractors, backhoe over 75 h.p.; Scrapers, self-propelled under 45 yds.; Yo yo pay dozer; Roto-mill, Roto-grinder; Truck crane oiler/driver - 100 tons and over; Cranes - overhead, bridge type - 20 ton thru 44 tons. Deck Engineer/Deck winches, mechanic GROUP 3 - Dozers 09 and under, A-frame crane over 10 tons, Cranes thru 19 tons, Conveyors, Hoists, air tuggers, strato tower bucket elevators; Hydralifts/boom trucks over 10 tons; Elevating type belt loaders; Fork lifts with attachments 3,000 lbs and over; Motor patrol grader-nonfinishing; Concrete pumps; Roller, plant mix or multi-lift materials; Saws, concrete; Scrapers, concrete; Scrapers, carryall; Spreaders, topside operator, blaw knox, cedarapids, jaeger flaherty or simi.lar types; Trenching machines; Equipment service engineer, Tractors, backhoe 75 h.p. and under; Drill oiler - auyer type, truck or crane mount; Plant oiler - asphalt, crusher; Truck crane oiler/driver - under 100 tons GROUP 4 - A-frame cranes 10 tons ano' under; Bobcat; Brooms; Compressor; Gradechecker; Hydralifts/boom trucks, 10 tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker; Permanent shaft-type elevator and manlift; Posthole digger, mechanical; Power plant; Pumps, water, Roller, other than plant mix; Wheel Tractors, farmall type; Shot crete/gunite equipment operator; Forklifts - under 3,000 lbsl stakehop. CATEGORY B PROJECTS - 90\ of the .hasic hourly rate for each group plus full fringe benefits applicable to Category A projects shall apply to the following projects. Reduced rates may be paid on the following, WA950001, MOD 13 .~. E) ~ ,) {. ',,"" oi' . ~'.' ';,;.'7.~:;i:", ,. ,"iT' '," ".-"'\ '+i:h.:;"'''.'''':L'~~.:'r~'''~''~':~~ < c ~~ o ,,- o .. Z <(' :1:1- l-aJ c: ::i:. <(:;, Wu -'0 Uc en wI' ~:I: -'I- enu. ~Ol ::i:~ ~::::; u..<C ~~ :l:w 1-:1: ZI- ;:0 Z 1-, WW1 ~ 51 Uen 0- c!:: ~~' 1-- !:!:b Z wen u- i=~ o Z 1. Projects involving work on structures such as buildings and structures whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $1 million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docks, wharfs, etc.) less than $150,000. WORK PERFORMED ON HYDRAULIC DREDGES: Total Project Cost $150,000 and over GROUP 1 21.07 GROUP 2 21.15 GROUP 3 21. 50 GROUP 4 21.55 GROUP 5 21.93 GROUP 6 21.07 6.81 6.81 6.81 6.81 6.81 6.81 GROUP 1: GROUP 2: GROUP 3: Assistant Mate (Deckhand) Oiler Assistant Engineer (Electric, Diesel, Steam or Booster Pump); Mates and Boatmen Craneman, Engineer Welder Leverman, Hydraulic Maintenance GROUP 4: GROUP 5: GROUP 6: Total Project cost under $150,000 GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5 GROUP 6 18.96 19.04 19.35 19.40 19.74 18.96 6.81 6.81 6.81 6.81 6.81 6.81 GROUP 1: GROUP 2: GROUP 3: Assistant Mate (Deckhand) Oiler Assistant Engineer (Electric, Diesel, Steam, or Booster Pump); Mates and Boatmen Craneman, Engineer Welder Leverman, Hydraulic Maintenance GROUP 4: GROUP 5: GROUP 6: HEAVY WAGE RATES (CATEGORIES A & B) APPLIES TO CLAM SHELL DREDGE, HOE AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS. ~r'" HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be eligible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outlined in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing H-2 Class "e" Suit Base wage rate plus $.25 per hour. H-3 Class "B" Suit - Base wage rate plus $.50 per hour. H-4 Class "A" Suit - Base wage rate plus $.75 per hour. o o WA950001, MOD 13 C"'-' 0 c. -' 'O'~'H' . ; :r;:\~:~~;:~i;~;(<;,.~::,'\,: "'!"-'-" :ii~'4(t-."i.~O" ,;..".,-". \ ,:~ :.L ~ ........ 9 , I ( · ,10 - - :~ "'.~; I o o 32><10 ~ ~. ........1IIIiIIlr"i...:~ ' .... i&WlriiIiIiIl I ;;~ z < . :1:1- l-aJ ~~, Wu -'0 Uo UJ w; fib: -'I- /Jl u.' ~o! ~~, ;2::::; u.< !!15 :J:w I-:T. ZI- ;:0 zl- ~~: :;,0: U/Jl 0- o!:: Ww :J:u 1-- !:!:b z W(J) u- i=~ o z .... o o o 0' .. ENGI0370C 06/01/1995 Rates Fringes ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS (EAST OF THE 120TH MERIDIAN), FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, AND WHITMAN COUNTIES ZONE 1: POWER EQUIPMENT OPERATORS: GROUP 1A GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5 GROUP 6 GROUP 7 GROUP 8 18.12 18.62 18.92 19.47 19.62 19.77 20.02 20.27 21.27 5.15 5.15 5.15 5.15 5.15 5.15 5.15 5.15 5.15 ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00 Zone 1: Within 45 mile radius of Spokane, Moses Lake, Pasco, Washington; Lewiston, Idaho Zone 2: Outside 45 mile radius of Spokane, Moses Lake, Pasco, Washington; Lewiston, Idaho POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1A: Boat Operator; Crush Feeder; Oiler; Steam C1eaner GROUP 1: Bit Grinders; Bolt Threading Machine; Compressors (under 2000 CFM, gas, diese1, or electric power); Deck Hand; Drillers Helper (Assist driller in making drill rod connections, service drill engine and air compressor, repair drill rig and drill tools, drive drill support truck to and on the job site, remove drill cuttings from around bore hole and inspect drill rig while in operation); Fireman & Heater Tender; Grade Checker; Hydro-seeder, Mulcher, Nozzleman; Oiler Driver, & Cable Tender, Mucking Machine; Pumpman; Rollers, all types on subgrade, including seal and chip coatings (farm type, Case, John Deere & similar, or Compacting Vibrator), except when pulled by Dozer with operable blade; Welding Machine GROUP 2: A-frame Truck (single drum); Assistant Refrigeration Plant (under 1000 ton); Assistant Plant Operator, Fireman or Pugmixer (asphalt); Bagley or Stationary Scraper; Belt Finishing Machine; Blower Operator (cement); Cement Hog; Compressor (2000 CFM or over, 2 or more, gas diesel or electric power); Concrete Saw (multiple cut); Distributor Leverman; Ditch Witch or similar; F.levator Hoisting Materials; Dope Pots (power agitated); Fork Lift or Lumber Stacker, hydra-lift & similar; Gin Trucks (pipeline); Hoist, single drum; Loaders (bucket elevators and conveyors); Longitudinal Float; Mixer (portable-concrete); Pavement Breaker, Hydra-Hammer & oimilar; Power Broom; Railroad Ballast Regulation Operator (s~lf-propelled); Railroad Power Tamper Operator (self-propelled); Railroad Tamper Jack Operator (self-propelled; Spray Curing Machine (concrete); Spreader Box (self-propelled); Straddle Buggy (Ross & similar on construction job only); Tractor (Farm type R/T with attachment, except Backhoe); Tugger Operator WA950001, MOD 13 c----;-.,--- r .o(L,'~ .' ~'~ t~ ::':.'~';:~:S~j;!' ':' :~'~~:~tt.",l'~';;:~'< 10 - I lllL _h...I..........:__ I 10 ~,.~lY'o""___ ',_,! -- I o o 32xlo ,...~,~, ~'~,~j""""'---""" v- i.llllII:MBID Z <( . :rl- ....aJ a: :E. <(::;, Wu -'0 Uc gJ~ ~I- en u..' ;;;0, :E~ ~::::; u.<( !!!5' :l:w 1-:1: ZI- ;:0 Z 1-, wW1 ~ 5' Urn 0- ob Wwi :l:U' I- i=: !!:o Z wrn !:! 5:1 bhi Z ' ;ro." , I 1 o o ,.c o - o o .. ,;" GROUP 3: A-frame Truck (2 or more drums); Assistant Refrigeration Plant & Chiller Operator (over ~ooo ton); Backfillers (Cleveland & similar); Batch Plant & Wet Mix Operator, single unit (concrete); Belt-Crete Conveyors with power pack or similar; Belt Loader (Kocal or similar); Bending Machine; Bob Cat; Boring Machine (earth); Boring Machine (rock under B" bit) (Quarry Master, Joy or similar); Bump Cutter (Wayne, Saginau or similar); Canal Lining Machine (concrete); Chipper (without crane); Cleaning & Doping Machine (pipeline); Deck Engineer; Elevating Belt-type Loader (Euclid, Barber Green & similar); Elevating Grader-type Loader (Dumor, Adams or similar); Generator Plant Engineers (diesel or electric); Gunnite combination Mixer & Compressor; Locomotive Engineer; Mixermobile; Mucking Machine; Posthole Auger or Punch; Pump (grout or jet) ; Soil Stabilizer (p & H or similar); Spreader Machine; Tractor (to D-6or equivalent) and TraxcavatorjTraverse Finish Machine; Turnhead Operator GROUP 4: Concrete Pumps (squeeze-crete, flow-crete, pump- crete, Whitman & similar); Curb Extruder (asphalt or concrete); Drills (churn, core, calyx or diamond) (operate drilling machine, drive or transport drill rig to and on job site and weld well casing); Equipment Serviceman; Greaser & Oiler; Hoist (2 or more drums or Tower Hoist); Loaders (overhead & front-end, under 4 yds. R/T); Refrigeration Plant Engineer (under ~ooo ton); Rubber-tired Skidders (R/T with or without attachments); Surface Heater & Plant Machine; Trenching Machines (under 7 ft. depth capacity); Turnhead (with re-screening) ; Vacuum Drill (reverse circulation drill under B" bit) GROUP 5: Backhoe (under 45,000 gw); Backhoe & Hoe Ram (under 3/4 yd.); Carrydeck & Boom Truck under 25 tons); Cranes (25 tons & under); Derricks & Stifflegs (under 65 tons) ; Drilling Equipment (B" bit & over) (Robbins, reverse circulation & similar) (operates drilling machine, drive or transport drill rig to and on job site and weld well casing); Hoe Ram; Piledriving Engineers; Paving (dual drum); Railroad Track Liner Operaotr (self-propelled); Refrigeration Plant Engineer (~OOO tons & over); Signalman (Whirleys, Highline Hammerheads or similar) .' WA950001, MOD 13 11 ,~,~ "~" ;"'.::..".-; '. ";'." >t.;! ,.:...,(;p _: , ii, ~!_ ,;'.' 10 I o -0 32XJo ;; o ,- o .. Z <(' :1:1- l-aJ ~~. Wu -'0 Uc en w' ~~I en u.. -0 :E ~' ~::::; u.<( !!l8 :l:w 1-:1: ZI- ;:0 Z 1-, wWi ~5i Uen 0- c!:: ~w, I-~ ~b' z, wen ~:I:' b I-J Z 'j GROUP 6: Asphalt Plant Operator; Automatic Subgrader (Ditches & Trimmers) (Autograde, ABC, R.A. Hansen & similar on grade wire) ; Backhoe (45,000 gw and over to 110,000gw); Backhoes & Hoe Ram (3/4 yd. to 3 yd.); Batch Plant (over 4 units); Batch & Wet Mix Operator (multiple units, 2 & incl. 4); Blade Operator (motor patrol & attachments, Athey & Huber); Boom Cats (side); Cable Controller (dispatcher); Clamshell Operator (under 3 yds.); Compactor (self-propelled with blade); Concrete Pump Boom Truck; Concrete Slip Form Paver; Cranes (over 25 tons, including 45 tons); Crusher, Grizzle & Screening Plant Operator; Dozer, 834 R/T & similar; Draglines (under 3 yds.); Drill Doctor; H.D. Mechanic; H.D. Welder; Loader Operator (front-end & overhead, 4 yds. incl. 8 yds.); Multiple Dozer Units with single blade; Paving Machine (asphalt and concrete); Quad-Track or similar equipment; Rollerman (finishing asphalt pavement); Rota Mill (pavement grinder); Rubber-tired Scraper (one motor with one scraper under 40 yds.); Rubber-tired Scraper, Multi-engine power with one scraper (Euclid, TS 24 & similar); Rubber-tired Scraper, one motor with one scraper (40 yds. & over), Rubber-tired Scraper, Multiple engines with one scrapers (Euclid, TS 24 & similar), Push Pull or Help Mate in use; Rubber-tired Scraper, Multiple Engines with two scrapers; Screed Operator; Shovel (under 3 yds.); Tractors (D-6 & equilvalent & over); Trenching Machines (7 ft. depth & over); Tug Boat Operator GROUP 7: Backhoe (over 110,000 gw); Backhoes & Hoe Ram (3 yds & over); Blade (finish & bluetop) Automatic, CMI, ABC, Finish Athey & Huber & similar when used as automatic; Cableway Operators; Clamshell Operator (3 yds. & over); Cranes (over ~5 tons to but not including 85 tons); Derricks & Stiffleys (65 tons & over); Draglines (3 yds. & over); Elevating Belt (Holland type); Loader (360 degrees revolving Koehring Scooper or similar) ; Loaders (overhead & front-end, over 8 yds. to 10 yds.); Rubber- tired Scrapers (multiple engine with three or more scrapers); Shovels (3 yds. & over); Whirleys & Hammerheads, ALL GROUP 8: Cranes (85 tons and over, and all climbing, rail and tower); Loaders (overhead and front-end, 10 yards and over) ; Helicopter Pilot BOOM PAY: (All Cranes, Including Tower) 180' to 250' $ .30 over scale Over 250' $ .60 over scale NOTE: In computing the length of the boom on Tower Cranes, they shall be measured from the base of the Tower to the point of the boom. HAZMAT: Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification. ENGI0370G 06/01/1995 o Rates Fringes ADAMS, ASOTIN, BENTON, COLUMBIA, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLS AND WHITMAN COUNTIES WA950001, MOD 13 \C'T'~-" ie, .'~~~~, ".J , :0/;'. ~""1 .....>Mliu~~.;~i ~ j' < 'I' .' ,",.i".~". r i 12 ,., ., {;'\.' 0 I e o " 'I "~ .2;_~~~"~...~...q,~J o ,- o .. WORK PERFORMED ON HYDRAULIC DREDGES Z <(' :1:1- l-aJ a: :2. <(:;, Wu -'0 Uc en WI' ffi:l: -'I- en u..' -0 ~~! ~::::; u..<( ~5 :l:w 1-:1: ZI- ;:0 Z 1-, ~~! ;:)Cl Uen O- Ct: ~l:l. I- i=' !:!::o Z wen u- i= ~! o,~ Z GROUP ~: GROUP 2: GROUP 3: GROUP 4: GROUP 5: GROUP 6: 2~.~4 2~.~4 2~.48 21. 53 2~.90 21. 04 GROUP ~: GROUP 2: GROUP 3: Assistant Mate (Deckhand) Oiler Assistant Engineer (Electric, Diesel, Booster Pump); Mates and Boatmen Craneman, Engineer Welder Leverman, Hydraulic Maintenance GROUP 4: GROUP 5: GROUP 6: 5.~5 5.~5 5.~5 5.~5 5.~5 5.~5 Steam, or SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS. HEAVY WAGE RATES APPLIES TO CLAM SHELL DREDGE, HOE AND DIPPER, ENGI06~2A 06/0~/~995 Rates Fringes LEWIS, PIERCE, PACIFIC (THAT PORTION WHICH LIES NORTH OF A PARALLEL LINE EXTENDED WEST FROM THE NORTHERN BOUNDARY OF WAHKAIKUM COUNTY TO THE SEA IN THE STATE OF' WASHINGTON) AND THURSTON COUNTIES CATEGORY A PROJECTS (excludes Category B projects, as shown below) POWER EQUIPMENT OPERATORS: ZONE 1 (0-25 radius miles) GROUP ~AA GROUP ~A GROUP ~ GROUP 2 GROUP 3 GROUP 4 23.56 23.06 22.56 22. ~2 2~.76 19.66 6 .8~ 6 .8~ 6 .8~ 6 .8~ 6.81 6.8~ BASEPOINTS: Tacoma, Olympia, and Centralia ZONE 2 (26-45 radius miles) - Add $.70 to Zone ~ rates ZONE 3 (Over 45 radius miles) - Add $1.00 to Zone 1 rates ,r- POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1AA - Cranes 200 tons and over, or 250 ft. of boom including jib with attachments o GROUP 1A - Crane 100 tons thru 199 tons, over 150 of boom including jib with attachments, Overhead, bridge type, 100 tons and over Tower crane I Loader 8 yds, and over, Shovels, Backhoes - 6 yds and over with attachments o WA950001, MOD 13 ,(-'-'-0-- 'C oil G, C;e.,!;t I 13 o o 32xlo .t.~ Z <( . :1:1- l-aJ ~~. Wu -'0 Uc ~~ ~I- enu. -0, :E ~i ~::::; u.<( !!l8 :l:w 1-:1: ZI- ;:0 Z 1-, ~~J :;,C. Uen 0- o!::' Ww :l:u I- i=' ~o Z wen u- i= ~i o , Z 'i .I :.,..'.. 'I , ! o o 'c~. o o .. GROUP ~ - Cableways; Cranes - 45 tons thru 99 tons, under ~50 ft of boom including jib with attachments; Overhead bridge type - 45 tons thru 99 tons; Rollagon; Remove control operator on rubber tired earthmoving equipment; Loaders, overhead 6 yds. up to but not including 8 yds.; Shovels/Backhoes over 3 yds. and under 6 yds.; Slipform/pavers; Scrapers, self-propelled 45 yds and over; Mucking Machine, Mole, Tunnel Drill and/or Shield; Transporters - all track or truck type; Quad -9, HD'.4~, D-~O GROUP 2 - Concrete batch plant operator; Bump cutter; Cranes 20 tons through 44 tons with attachments; Overhead, bridge type Crane - 20 tons thru 44 tons; Chipper, Concrete Pump - Truck Mounted with.boom attachment; Crushers, Deck Engineer/Deck Winches (power); Drilling machine; Finishing machine; Guardrail punch; Loaders, overhead under 6 yds.; Loaders, plant feed; Locomotive - all; Mechanics, Mixers, asphalt plant; Motor patrol graders - finishing; Piledriver (other than crane mount); Scrapers, self propelled - under 45 yds.; Screed man, Shovels, backhoes 3 yds. and under; SUbgrader trimmer; Tractors, backhoes over 75 hp.; Truck Crane Oiler/driver - 100 tons and over, Yo Yo Pay dozer. GROUP 3 - Dozers D-9 and under,; Crane - thru ~9 tons with attachments, A-frame crane, over 10 tons; Conveyors; Drill Oilers - Auger type, truck or crane mount; Fork lifts - 3,000 lbs, and over with attachments; Hoists, Air Tuggers, Strato Tower Bucket Elevators; Hydralifts/Boom Trucks - over ~o tons; Loaders - Elevating Type, Belt; Motor patrol grader-nonfinishing; Plant Oiler - Asphalt, Crusher; Pumps, Concrete; Roller, plant mix or multi-lift materials; Saws, concrete; Scrapers, Concrete and Carryall; Spreaders, Topside Operator - blaw knox, cedarapids, jaeger, flaherty or similar types; Trenchin~ machines; Truck Crane Oiler/Driver - under ~oo tons; Tractor, backhoe - under 75 h.p. GROUP 4 - Bobcat; Brooms; Compressor; Crane - A-Frame, ~O tons and under; Elevator and manlift - permanent and shaft type; Forklifts - under 3,000 lbs. with attachments, Gradechecker; Hydralifts/boom trucks, ~o tons and under; Oil distributors, blower distribution and mulch seeding operator; Pavement breaker, Posthole Digger - mechanical; Power plant, Pumps - Water; Roller - other than Plant Mix; Wheel Tractors, Farmall type; Shotcrete/Gunite Equipment Operator CATEGORY B PROJECTS - 90\ of the basic hourly rate for each group plus full fringe benefits applicable to Category A projects shall apply.to the following projects: Reduced rates may be paid on the following: ~. Projects involving work on structures such as buildings and structures whose total value is less than $1.5 million excluding mechanical, electrical, and utility portions of the contract. 2. Projects of less than $3. million where no building is involved. Surfacing and paving included, but utilities excluded. 3. Marine projects (docts, wharfs, etc.) less than $150,000 WA950001, MOD 13 14 ..:..:.:..;: f 9 D.'::;.,:~Z~~\:~~'::"':'~:" ~~, '..... ,"~,..{l\'..H''''''..,''.',' ,,' ',,~:,:::L: ~~~- ;';1 ':,\.' ~:~ ~- ~:.:~~:-: ~ ~-~ ..;. .'t... .J .. i i 10 ~';T~:::"" I o o 32Xlo ...:...*iIll_t.-......~....,.""". ail ~ ,- Z <( . xl- l-aJ a: :::;;, <(:;, Wu ""'0 ua ~~ ~I- tJ)u. -0 ~ ~. ~::::; u.<( tJ):;' _0 Xw 1-:1: ZI- ~~ WWI ~ 5, UtJ) 0- a!:: WW' :l:u ~t5 Z Woo u- t= Fi o ,~ Z ' ~."... " , I I o o tC. 0--;-; .h ~... "f o o .. WORK PERFORMED ON HYDRAULIC DREDGES: Total Project cost $150,000 and over GROUP 1 21.07 GROUP 2 21.15 GROUP 3 21.50 GROUP 4 21.55 GROUP 5 21.93 GROUP 6 21.07 6.81 6.81 6.81 6.81 6.81 6.81 GROUP 1: GROUP 2: GROUP 3: GROUP 4 : GROUP 5: GROUP 6: Assistant Mate (Deckhand) Oiler Assistant Engineer (Electric, Diesel, Steam or Booster Pump); Mates and Boatmen Craneman, Engineer Welder Leverman, Hydraulic Maintenance Total Project GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5 GROUP 6 Cost under $150,000 18.96 19.04 19.35 19.40 19.74 18.96 6.81 6.81 6.81 6.81 6.81 6.81 Assistant Mate (Deckhand) Oiler Assistant Engineer (Electric, Diesel, Steam or Booster Pump); Mates and Boatmen GROUP 4: Craneman, Engineer Welder GROUP 5: Leverman, Hydraulic GROUP 6: Maintenance HEAVY WAGE RATES (CATEGORIES A & B) APPLIES TO CLAM SHELL DREDGE, HOE AND DIPPER, SHOVELS AND SHOVEL ATTACHMENTS, CRANES AND BULLDOZERS GROUP 1: GROUP 2: GROUP 3: HANDLING OF HAZARDOUS WASTE MATERIALS H-1 - When not outfitted with protective clothing of level D equipment - Base wage rate H-2 - Class "C" Suit - Base wage rate + $.25 per hour H-3 - Class "B" Suit - Base wage rate + $.50 per hour H-4 - Class "A" Suit - Base wage rate +$.75 per hour ENGI0701D 06/01/1995 Rates Fringes CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES POWER EQUIPMENT ZONE 1: GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5 GROUP 6 OPERATORS (See Footnote A) 22.40 22.01 21.33 20.88 20.34 18.72 6.55 6.55 6.55 6.55 6.55 6.55 WA950001, MOD 13 15 [: ............"',.. :;,::, -'~"";''''''-~~U*IlI8'' .., -'..-. ...~ ra" J':'~,'\'>','::" G, ,,"':_ : ,41~(. ... .,,', .....'<.'e" I o o 32xlo ,- Z <(. :1:1- l-aJ ~~, Wu -'0 Uc (/'Jw; ~~I rJl u.' -0 w>! ::iE1- ~~ u.<( ~a :l:w 1-:1: ZI- ;:0 Z 1-, WW1 ~ 5: Uen 0- c!:: Ww :J:u 1-- !:!:b Z W(/) u- -:1:1 bl-.: Z o o 'c-.-c;--- o o .. Zone Differential (add to Zone 1 rates): Zone 2 - $1.50 Zone 3 - 3.00 For the following metropolitan counties: MULTNOMAH; CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND CLARK COUNTY, WASHINGTON WITH MODIFICATIONS AS INDICATED: All jobs or projects located in Multnomah, Clackamas and Marion counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Washington County East of Highway 47 and all jobs or projects located in Yamhill County East of Highway 47 and Highway 99W and all jobs or projects located in Clark County, Washington shall receive Zone I for all Classifications. All jobs or projects located in the area outside the identified boundary above, but less than SO miles from the Portland City Hall shall receive Zone II pay for all classifications. All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications. For the following Class A cities: ALBANY; EUGENE; ROSEBUrtG; GRANTS PASS; MEDFORD All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All jobs of projects located more than 30 miles ans less than SO miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications. All jobs of projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classi~ications. For the following Class B Cities: LONGVIEW, WASHINGTON; COOS BAY; KLAMATH FALLS; BEND All jobs or projects located within 20 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications. All jobs or projects located more than 20 miles and less than 40 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications. All jobs or projects located more than 40 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications. For the following Class C cities. ASTORIA; THE DALLES; PENDLETON; LA GRANDE; BAKER; ONTARIO; MCMINNVILLE WA950001, MOD 13 16 ~.' .0 C..;)'~.';::'~:fJ:iZ:'~':I:. "":":" 10 'Y!'V t , . """""''''~:ir",,,,,,",!,,,,,,......,,,,,,,,-,,..,,,e-,,,,,P.., " ' , .', '..l[' 'i..;"",~.ILJ =-=--":..:L 11 ~'-=-~=~~~~_~~i_"" a .......__._"~"..~..__....."' ~......." I o o 32><10 ~~ :,'.:...:.;:";~...""",,,;~ -. r o ,- o .. All jobs or projects located within 5 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifiactions. There is no Zone II pay for Class lie" cities. Z <(' :1:1- l-aJ r:r: ::E. <(:;, Wu -'0 Uc en W', ffb: -'I- en u.' ~O\ :E ~; ~::::; u..< ~a :l:w I-J: ZI- ;:0 Z 1-, wW, ~ 5~ Ucn 0- C!:: wwi, Xu 1-- !!:b z' wen U- i= ~! o .I Z ' All jobs or projects located more than 5 m~les from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications. POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP~: CONCRETE: Batch Plant and/or Wet Mix Operator, three units or more; CRANE: Crane Operator, over 200 tons; Whirley Operator 90 tons and over; Helicopter Operators, when used in erecting work; Floating Crane, 1.50 tons but less.'than 250 tons; Lattice Boom Crane - 200 tons and over, Boom 201' through 280'; FLOATING EQUIPMENT: Floating Crane, 250 tons and over r'..' GROUP 2: ASPHALT: Asphalt Plant Operator (any type); Roto- mill, pavement profiler, operator, six foot lateral cut and over; BLADE: Auto Grader or "Trimmer" Operator (Grade Checker required); BULLDOZERS: Tandem bulldozer operator, quad-nine and similar type; D-11; Tandem Bulldozer Operator, Quad-nine and similar type; CONCRETE: Batch Plant and/or Wet Mi~ Operator, one and two drum; Automatic Concrete Slip Form Paver Operator; Concrete Canal Line Operator; Concrete Profiler, Diamond Head; CRANE: Cableway Operator, 25 tons and over; Crane Operator, over 40 tons and including ~oo tons; Crane Operator, over ~oo tons and including 200; Tower Crane Operator, over 80 tons and including ~50 tons; Whirley Operator - under 90 tons; Lattice Boom Crane .. 90 through ~99 tons, Boom = ~50' through 200'; CRUSHER: Crusher Plant Operator; FLOATING QUIPMENT: Floating Clamshell, etc. Operator, 3cu. yds. and over; Floating Crane (derrick barge) Operator, 30 tons but less than 80 tons; Floating Crane (derrick barge) Operator, 80 ton but less than ~50 ton; LOADERS: Loader Operator, 6 cu. yds. but less than ~2 cu. yds.; Loader Operator, ~2 cu. yds. and over; REMOTE CONTROL: Remote controlled earth- moving equipment (no one operator shall operate more than two pieces of earth-moving equipment at one time); RUBBER-TIRED SCRAPERS: Rubber-tired Scraper Operator, with tandem scrapers, multi-engine; SHOVEL, DRAGLINE, CLAMSHELL, BACKHOE, SKOOPER, OPERATOR: Shovel, etc., 3 cu. yds., but less than 5 cu. yds.; Shovel, etc., 5 cu. yds. and over; TRENCR MACHINE: Wheel Excavator, under 750 cu. yds. per hour (Grade Oiler required) ; Canal Trimmer (Grade Oiler required); Wheel Excavator, over 750 cu. yds. per hour (two Operators and at least one Orade Oiler required); Band Wagon (in conjunction with wheel excavator); UNDERWATER EQUIPMENT. Underwater Equipment Operator, remote or otherwise, when used in construction work. o o GROUP 3. CRANES: Lattice Boom Crane - 50 through 89 tons; FORKLIFT: Rock Hound Operator; LOADERS: Loader Operator, 4 cu. yda. but less than 6 cu. yds.; Rubber-tired RUBBER-TIRED SCRAPERS, Scraper Operator, with tandem scrapers; Self-loading, paddle wheel, auger type, finish and/or 2 or more units \" WA950001, MOD 13 ,(":~ o-~.- c ~ ffi ~~~l","J~'" ,j . .." ":::jt:~~~f;~~}:'{~~~:';{!:~,,:,::,S:~':;'::::: i ~ Q 1 ~~, '" 17 .,,01(, · I 10. ;.I::....." I o o 32~ID , ;.- Z <(' :1:1- l-aJ a: :2, <(:;, Wu -'0 Uo en wI' ~:I: -'I- enu. ;:;:;0, :2~ ~::::; u.< !!?a :l:w I-J: ZI- ;:0 Z 1-, WWj ~ 5~, Uen 0- c!:: Ww :l:u 1-- !:!:b Z wen u- j::~ o Z ,,..-' J , o o (=-~-' . ..-- ~.----...... o o .. GROUP 4: ASPHALT: Screed Operator; Asphalt Paver Operator (Screed man required); Diesel-Electric engineer, Plant; Roto- Mill, pavement profiler, operator, under six foot lateral cut; BLADE: Blade Operator, externally controlled by electronic, mechanical hydraulic means; Blade operator, multi-engine; BULLDOZERS: Bulldozer Operator; Drill Cat Operator; Side-boom Operator; Bulldozer Operator, twin engine (TC 12 and similar type, D-~O); Cable-Plow Operator (any type); CLEARING: Log Skidders; Chippers; Incinerator; Stump Splitter (loader mounted or similar type); Compactor Operator, with blade; Compactor Operator, multi-engine; CONCRETE: Mixer Mobile Operator; Screed Operator; Concrete Cooling Machine Operator; Concrete Paving Road Mixer i Concrete Breaker; Reinforced Tank Banding Machine (K- J. 7 or similar types); CRANE: Chicago boom and similar types; Lift Slab Machine Operator; Boom type lifting device, 5 ton capacity or less; Cherry Picker or similar type crane-hoist, 5 ton capacity or less; Crane Operator, under 25 ton (except for rough terrain) , Hoist Operator, two drum; Hoist Operator, three or more drums; Derrick Operator, under 100 ton; Hoist Operator, stiff leg, guy derrick or similar type, 50 ton and over; Cableway Operator, up to twenty-five ton; Crane Operator, over twenty-five ton and including forty ton; Bridge Crane Operator; Locomotive, Gantry, Overhead; Lattice Boom Crane - 25 through 49 tons; CRUSHER: Generator Operator; Diesel-Electric Engineer; Grizzley Operator; DRILLING: Drill Doctor; Boring Machine Operator; Driller- Percussion, Diamond, Core, Cable, Rotary and similar type; Cat Drill (John Henry); FLOATING EQUIPMENT: Diesel-electric Engineer; Jack Operator, elevating barges, Barge Operator, self-unloading; Piledriver Operator (not crane type) (Deckhand required) ; Floating Clamshelll, etc. Operator, under 3 cu. yds. (Fireman or Diesel-Electric Engineer required); Floating Crane (derrick barge) Operator, less than 30 tons; GENERATORS: Generator Operator; Diesel-electric Engineer required); GUARDRAIL EQUIPMENT: Guardrail Punch Operator (all types); Guardrail auger Operator (all types); Combination Guardrail machines, i.e. punch, auger, etc.; HEATING PLANT: Surface Heater and Planer Operator; HYDRAULIC HOES: Hydraulic Backhoe Operator, Track Type 3/B cu. yd. takes shovel Classif. rate); LOADERS: Belt Loaders, Kolman and Ko Cal types; Loaders Operator, front end and overhead, 2-~/2 cu. yds. and under 4 cu. yds.; Elevating Loader Operator, Athey and asimilar types; Elevating Grader Operator, operated by Tractor Operator, sierra, Euclid or similar types; PILEDRIVERS: Hammer Operator; piledriver Operator (not crane type); Pipe Cleaning Machine Operator; Pipe Doping Machine Operator; PIPELINE, SEWER WATER: Pipe Bending Machine Operator; Pipe Wrapping Machine Operator; Boring Machine Operator; Back Filling Machine Operator; REPAIRMEN, HEAVY DUTY: Diesel-Electric Engineer (Plant or Floating); Bolt Treading Machine Operator; Drill Doctor (bit grinder); H.D. Mechanic; H.D. Welder; Machine Tool Operator; Combination H.D. Mechanic-Welder, when dispatched and/or when required to do both; Welder-Certified, when dispatched and/or required; RUBBER-TIRED SCRAPERS, Rubber-tired Scraper Operator, single engine, single scraper; Self-loading, paddle wheel, auger type under ~s cu. yds.; rubber-tired Scraper Operator, twin engine; Rubber-tired Scraper Operator, with push- pull attachments; Self-leading, paddle wheel, auger type ~5 cu. yds. and over, single engine; SHOVEL, DRAGLINE, CLAMSHELL, BAC~tOE, SKOOPER OPERATOR, Diesel-Electric Engineer; Stationary Drag Scraper Operator; Shovel, Dragline, Clamshell, Hoe, etc., Operator, under 1 cu. yd.; Shovel, etc., ~ cu. yd. and less than WA950001, MOD 13 , "'r;::~"~$,;P:iG!.;~'~:'~:,::':\; d~. '.i)i"::r " .<".'..,....~ ( o~ .;p.y'!'J.:.~.,lli:. ."." THo *~..~ .. to...... .". ... .32X 10 ~_____~. I...... ~lIIl*[j~IlIIi&lt_'~~... ~~ 1 I , i 1 I o o 18 ....- ,- Z <( . :1:1- I-tn ~~, Wu -'0 Uc (/)Wi ~:I: -'I- en u..' ~Ol "">' "'" 1-' ~::; u.<( ~a :l:W 1-:1: ZI- ;:0 Z 1-, WW' ::!E ::)1 ::)c\ Uen 0- c!:: WW; :l:U 1-- !:!:b Z ~~, -:I:, bt-.! Z .r'"'' o o '" c-=--;;--""""" ~ ""'T o o .. 3 cu. yds.; Grade-all Operator, under ~ cu. yd.; Grade-all 1 cu. yd. and over; SURFACING (BASE) MATERIALS: Blade Mounted Spreaders, Ulrich and similar types; TRACTOR-RUBBER TIRED: Tractor Operator, rubber-tired, aver 50 H.P. Flywheel; Tractor Operator, with boom attachment; Rubber-tired Dozers and Pushers (Michigan, Cat, Hough type); TRENCHING MACHINE: Trenching Machine Operator, maximum digging capacity over 3 ft. depth (Grade Oiler required) ; Back Filling Machine Operator; TUNNEL: Mucking Machine Operator; Shield Operator; Boring Machine Operator GROUP 5: ASPHALT: Extrusion Machine Operator; Roller Operator (any asphalt mix); Asphalt Burner and reconditioner Operator (any type), 84; rota-mill, Pavement Profiler, ground man.; COMPRESSORS: Compressor Operator any power), over 1,250 cu. ft. total capacity; COMPACTORS: Compactor Operator, including vibratory; Wagner Pactor Operator or similar type (without blade); CONCRETE: Combination mixer and Compressor Operator, gunite work; Concrete Batch Plant Quality Control Operator; Beltcrete Operator; Pumpcrete Operator (any type) Pavement Grinder and/or Grooving Machine Operator (riding type); Cement Pump Operator, Fuller-Kenyon and similar; Concrete Pump Operator; Grouting Machine Operator; Concrete Mixer Operator, single drum, under five bag capacity and over; Cast place pipe laying machine; Maginnis Internal Full Slab vibrator Operator; Concrete Finishing machine Operator, Clary, Johnson, Bidwell, Burgess bridge deck or similar type; Curb Machine Operator, mechanical Berm, Curb and/or Curb and Gutter; Concrete Joint Machine Operator; Concrete Planer Operator; Tower Mobile Operator; Power Jumbo Operator setting slip forms; Concrete Paving Machine Operator; Concrete Finishing Machine Operator; Concrete Spreader Operator; CRANE: Helicopter Hoist Operator; Hoist Operator, single drum; Elevator Operator; A-frame Truck Operator, Double drum; Boom Truck Operator Hydraulic Boom Truck, Pittman; DRILLING: Churn Drill and earth Boring Machine Operator; FLOATING EQUIPMENT, Fireman; FORKLIFT: Lull Hi-Lift Operator or similar type; Fork Lift, over 5 ton; HYDRAULIC HOES: Hydraulic Backhoe Operator, wheel type 3/8 cu. yd and under with or without front end attachment 2-1/2 cu. yds. and under (Ford, John Deere, Case, Type); LOADERS: Loaders, rubber-tired type, 2-1/2 cu. yds. and under; Elevating Grader Operator, Tractor Towed requiring Operator or Grader; OILERS: Service Oiler (Greaser); PIPELINE, SEWER WATER: Hydra Hammer or similar types; Pavement Breaker Operator; RAILROAD EQUIPMENT: Locomotive Operator, under 40 tons; Ballast Regulator Operator; Ballast Tamper Multi-Purpose Operator; Track Liner Operator; Tie Spacer Operator; Shuttle Car Operator; Locomotive Operator, 40 tons and over; SURFACING (BASE) MATERIAL, Roller Operator, Oiling, C.T.B.; Rock Spreaders self-propelled; Pulva-mixer or similar types; Chip Spreading Machine Operator Lime Spreading Operator, construction job site; 8WEEPER8, Sweeper Operator (Wayne Tractor Operator, rubber-tired, 50 H.P. Flywheel and under; TRENCHING: Trench Machine Operator, maximum digging capacity J ft. depth WA950001. MOD 13 19 ~~ { '\n~i!~,;~,:;'i:",;:,,';, '. ..... ~.I 0 ....'jl:h:~~'"'ci~'fl'=~~-.::i~n:;;,;; ~~~.~~ :~ :~~ ~== f>.C::, '..dlI~ ) . 1 ':." = - I () o 32 X 10 I ,- Z <(' :1:1- l-aJ a: :E. <(:;, Wu -'0 Uc en wI' ~i!= Tn u.' ~O, :E~ ~::::; u..<( ~B :l:w 1-:1: ZI- ~~. w w~ ::E :;,1 ;:) 0"1 Uen 0- c!::' UJ wi :l:U, :: t=: -~ Wen' ~~I o ,: Z ) :"...,,,, i \ '; 0 o 'C""T" .' - o o .. GROUP 6: ASPHALT: Plant Oiler; Plant Fireman; Pugmill Operator (any type); Truck mounted asphalt spreader, with screed; BLADE: Blade Operator, pulled type; COMPRESSORS: Compressor Operator (any power), under ~,250 cu. ft. total capacity; CONCRETE: Plant Oiler, Assistant Conveyor Operator; Conveyor Operator; Mixer Box Operator (C.T.B., dry batch, etc.); Cement Hog Operator; Concrete Saw Operator; Concrete Curing Machine Operator (riding type); wire Mat or Brooming Machine Operator; CRANE: Oiler; Truck Crane Oiler-Driver, 2S tons capacity or over; Fireman, all equipment; A-frame Truck Operator, single drum; Tugger or Coffin Type Hoist Operator; CRUSHER: Crusher Oiler; Crusher Feederman; DRILLING: Drill Tender; Auger Oiler; FLOATING EQUIPMENT: Deckhand; Boatman; FORKLIFT: self-propelled'Scaffolding Operator, construction job site (excluding working platform); Fork Lift or Lumber Stacker Operator, construction job site; GUARDRAIL EQUIPMENT: Oiler, auger Oiler; Oiler, combination guardrail machines; Guardrail Punch Oiler; HEATING PLANT: Temporary Heating Plant Operator; LOADERS: Bucket Elevator Loader Operator, Barber-Greene and similar types; 'Bobcat, Skid Steer - Under ~ yd; OILERS: Oiler; Guardrail Punch Oiler; Truck Crane Oiler-Driver, 25 ton or over; Auger Oiler; Grade Oiler, required to check grade; Grade Checker; Tar Pot Fireman; PIPELINE SEWER WATER: Tar Pot Fireman (power agitated); Hydraulic Pipe Press Operator; PUMPS: Pump Operator, under 411; Pump Operator (any power), 4" and over; Hydrostatic Pump Operator; RAILROAD EQUIPMENT: Brakeman; Oiler; Switchman; Motorman; Ballast Jack Tamper Operator; REPAIRMAN HEAVY DUTY: Parts Man (Tool Room); SHOVEL, DRAGLINE, CLAMSHELL, BACKHOE, SKOOPER OPERATORS: Oiler; Grade Oiler (required to check grade); Grade Checker; Fireman; Signalman; Bell Boy, phones, etc., Operator; Helicopter Radioman (ground); SURFACING (BASE) MATERIAL: Roller Operator, grading of base rock (not asphalt); Tamping Machine Operator, mechanical, self-propelled; Hydrographic Seeder Machine Operator, staw, pulp or seed; SWEEPERS: Broom Operator, self-propelled, construction job site; TRENCHING: oiler; Grade Oiler (required to check grade); TUNNEL: Conveyor Operator (any type); air Filtration Equipment Operator; Motormen (dinkey); Oiler; WELDING MACHINES: Welding Machine Operator r FOOTNOTE A: HANDLING OF HAZARDOUS WASTE MATERIALS: Personnel in all craft classifications subject to working inside a federally designated hazardous perimeter shall be eligible for compensation in accordance with the following group schedule relative to the level of hazardous waste as outline in the specific hazardous waste project site safety plan. H-1 Base wage rate when on a hazardous waste site when not outfitted with protective clothing. H-2 Class "C" Suit - Basic hourly wage rate plus $~.OO per hour, fringes plus $0.15. H-3 Class "B" Suit - Basic hourly wage rate plus $1.50 per hour, fringss plus $0.15. H-4 Class "A" Suit - Basic hourly wage rate plus $2.00 per hour, fringes plus $0.~5. WA950001, MOD 13 20 r, __ ....r .....l,..i.........:.~~....... ~"",--,--" ..,;i, .L2ii'. Q~~ ,.' 1 'L ' .. ,',.^""\"-' , ~ '..".,,; . ,'., '. !J.d." "',d.fiI . ...~ I ~:":':"'~~w~'; - () o 32><:10, ..." '. ~~ :~'_~'~~;":'~ i. Jj2' r -- 0 '- 0 .. ENGI070~E 06/0~/H94 Rates Fringes CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH) , SKAMANIA, AND WAHKIAKUM COUNTIES DREDGING: Z <(. :1:1- ZONE A l-aJ a: :::i:; LEVERMAN, HYDRAULIC 24.22 5.97 <(:;, Wu LEVERMAN , DIPPER, -'0 FLOATING CLAMSHELL 24.22 5.97 Uo enw ASSISTANT ENGINEER 23.47 5.97 ~J: TENDERMAN 22.92 5.97 -'I- ASSISTANT MATE 20.93 5.97 en u.' ~O\ ZONE :::i:~' B ~::::; LEVERMAN, HYDRAULIC 25.72 5.97 u..< ~a LEVERMAN, DIPPER, :l:w FLOATING CLAMSHELL 25.72 5.97 I-J: ASSISTANT ENGINEER 24.97 5.97 ZI- ~~ TENDERMAN 24.42 5.97 ASSISTANT MATE 22.43 5.97 WWi :E :;,1 ZONE C ;:) 01 Urn 0- LEVERMAN, HYDRAULIC 26. ~2 5.97 C!::' wwi LEVERMAN, DIPPER, :l:U FLOATING CLAMSHELL 26.~2 5.97 1-- !:!:b ASSISTANT ENGINEER 25.37 5.97 Z TENDERMAN 24.82 5.97 W(/) ASSISTANT MATE 22.83 5.97 U- t= ~i ZONE D ~ ,: LEVERMAN, HYDRAULIC 26.62 5.97 LEVERMAN, DIPPER, FLOATING CLAMSHELL 26.62 5.97 ASSISTANT ENGINEER 25.87 5.97 TENDERMAN 25.32 5.97 ASSISTANT MATE 23.33 5.97 ZONE E .:....c LEVERMAN, HYDRAULIC 27.22 5.97 LEVERMAN, DIPPER, 0 FLOATING CLAMSHELL 27.22 5.97 ASSISTANT ENGINEER 26.47 5.97 TENDERMAN 25.92 5.97 ASSISTANT MATE 23.93 5.97 0 I 0 0 WA950001, MOD 13 21 I . t'lo............-- ~ . 4~ '~: , . ..'..' e :(;:i~ I 32XlD , . . . . V' o ,- o .. o Z <{ . :1:1- 1-1'5 a: ::E, <C ::J, Wu -'0 Uc en ' enW w:I: -'I- en u.' ~Ol ::E~ ~::::; u.<( en ::J, _0 :l:w 1-:1: ZI- ;:0 Z 1-, ww: ::E ::J,l :;,c, Uen 0- c 1-, ~~i ~t5 Z WOO ~:i:1 b~',i Z ZONE DESCRIPTION FOR DREDGING ZONE A - All jobs or projects located within 15 road miles of Portland City Hall ZONE B - 15-30 road miles from Portland City Hall. ZONE C - 30-50 road miles from Portland City Hall. ZONE D - 50-70 road miles from Portland City Hall. ZONE E - Over 70 road miles from Portland City Hall. *AII jabs or projects shall be computed from the city hall by the shortest route to the geographical center of the project. ---------------------------------------------------------------- IRON0014F 07/01/1995 IRONWORKERS Rates 20.50 Fringes 9.32 ---------------------------------------------------------------- LABOOOOID 06/01/1995 Rates Fringes CHELAN, DOUGLAS (WEST OF THE 120TH MERIDIAN), KITTITAS, AND YAKIMA COUNTIES LABORERS: ZONE 1: GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5 12.14 14.46 16.18 16.66 17.02 4.67 4.67 4.67 4.67 4.67 ZONE DIFFERENTIAL (ADD TO ZONE 1 RATES) : ZONE 2 - $ .70 ZONE 3 - $1.00 BASE POINTS: CHELAN, SUNNYSIDE, WENATCHEE, AND YAKIMA ZONE 1 - Projects within 25 radius miles of the respective city hall ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall ZONE 3 - More than 45 radius miles from the respective city hall t...".., I 1 iO WEST OF THE 120TH MERIDIAN: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES LABORERS: ZONE J,: GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5 12.51 14.83 19.51 19.99 20.35 4.67 4.67 4.67 4.67 4.67 o ZONE DIFFERENTIAL (ADD TO ZONE 1 RATE8) : ZONE ,2 - $ . 70 ZONE 3 - $1.00 I o o ~ WA950001, MOD 13 iC~A (, ~ I.......,..... a. .~,.,"'.';iN: 22 - 1, ' /C>. . . .,1 10 - j{- Z <(. :1:1- l-aJ a: :E, <(:;, Wu -'0 Uc en. enW w:I: -'I- enu. -0 :e ~I ~::::; u.<( ~a :l:w 1-:1: ZI- -0 !z 1-" WW' :E :;)1 :;,c'\ Uen 0- c 1-' ww! :l:U: I- i=: !!::o' Z wen ~~I o " Z ' :,.....," o o (C~O- . <:> o .. BASE POINTS: BELLINGHAM, MT. VERNON, EVERETT SEATTLE, KENT, TACOMA, OLYMPIA, CENTRALIA, ABERDEEN, SHELTON, PT. TOWNSEND, PT. ANGELES, AND BREMERTON ZONE 1 - Projects within 2S radius miles of the respective city hall. ZONE 2 - More than 25 but less than 45 radius miles from the respective city hall. ZONE 3 - More than 4S radius miles from the respective city hall LABORERS CLASSIFICATIONS GROUP 1: Landscaping and planting, watchman, window washer/cleaner (detail clean-up, such as but not limited to cleaning floors, ceilings, walls, windows, etc., prior to final acceptance by the owner) . GROUP 2: Batch weighman, crusher feeder, pilot car, and flagman, fence laborer. GROUP 3: General laborer, asbestos abatement laborer, air, gas or electric vibrating screed, ballast regulator machine, brush cutter, brush hog feeder, burner, change house or dry shack, chipping gun (under 30 lbs) , coker setter, chucking tender, clean-up laborer, concrete form stripper, curing laborer, demolition (wrecking and moving including charred material) , ditch digger, dump person, fine graders, firewatch, form setter, gabian basket builders, group machine tender, grinders, guardrail erector, hazardous waste worker (level C), pot tender, scale person, sloper sprayer, signal person, stock piler, stake hopper, topper-tailer,track laborer, truck spotter, tool room man (at job site), vinyl Seamer. GROUP 4: Cement dumper-paving, chipping gun (over 30 lbs) , clary power spreader, concrete saw operator, concrete dumper/chute operator, faller and bucker chain saw, grade checker and transit man, groutmen (pressure) including post tension beams,hazardous waste worker (level B), high scaler, jackhammer, laserbeam operator, manhole'builder-mudman, mortarman and hodcarrier, nozzleman (concrete pump, green cutter when using combination of high pressure air and water on concrete and rock, sandblast, gunite, shotcrete, water blaster vacuum blaster) , pavement breaker; pipe layer and caulker" pipe pot tender, pipe wrapper, power jacks, raker-asphalt, rivet buster, rodder, sloper (over 20'), spreader (concrete), timber-person-sewer (lagger, shorer and cribber), vibrator, well point laborer. GROUP S: Caisson worker, miner, powderman, re-timberman hazardous waste worker (level A) . WA950001, MOD 13 - 2.' ~. ',,,,,. ................. J~" >> ''''''1',,~, ;."~:":;IJ..."" '" "'_,'l~'<}+ _ .. "l -"1 , -_~:iJ;}'~; 1"::"';,{;'",<,::',,',':.':;ii:j,,;.,>.-; ,""~i'f"'~I;':"()'"\',ry!\''' rr' 23 , .. i . "",,", ,,10, 'l.c;-i....'!::,." J,""",';~',"":> ' ,,"=Jfi~~ ";'#""1 - I (!) o r~i~~' ! ',~.~ -* I,~J .=... ...- o .,- o .. LAB00238E 06/01/1995 Rates Fringes COUNTIES EAST OF THE 120TH MERIDIAN: ADAMS, ASOTIN. BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, LINCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN COUNTIES Z c( . :1:1- l-aJ ~~. Wu -'0 Uo enw ffi:l: -'I- enu. -0' ~~I ~::::; u.c( ~a' :l:w I-:I: ZI- ;:0 Z 1-, ww: ::!i :;,1 :;, 01 Urn 0- cb ~~f I- i=: !: 0' Zi ~~. i= ~! ~l " LABORERS: ZONE 1: GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5 GROUP 6 15.67 17.59 17.84 18.09 18.34 19.59 3.99 3.99 3.99 3.99 3.99 3.99 Zone Differential (Add to Zone 1 rate): $2.00 BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office. LABORERS CLASSIFICATIONS GROUP 1: Flagman, Scaleman: Traffic Control Maintenance (erection and maintenance of barricades, signs, and relief of flagperson); Window Washer GROUP 2: Asbestos Abatement Worker; Brush Hog Feeder; Carpenter Tender; Cement Handler; Concrete Creman (to include Stripping of forms, hands operating jacks on slip form construction, application of concrete curing compounds, Pumpcrete Machine, Signaling, Handling the nozzle of squeezcrete or similar machine - 6 in. and smaller); concrete Signalman; Crusher Feeder; Demolition (to include Clean-up, burning, loading, wrecking and salvage of all material); Dumpman; Fence Erector; General laborer; Grout Machine Header Tender; Hazardous Waste Worker; Nippers; Riprap Man; Scaffold Erector, Wood or steel; Stake Jumper; Structural Mover (to include separating foundation, preparation, cribbing, shoring, jacking and unloading of Structures); Tailhoseman (water nozzle); Timber Bucker and Faller (by hand); Truck Loader; Well-point man; Window cleaner; Miner class "A" - Bull Gang, Pump Crete Crewman including Distribution Pipe, Assembling and Dismantle and Nipper; Track Laborer; Railroad Equipment; Form Cleaning Machine Tender; Stacker; Sandblast Tailhoseman; Hazmat Worker - Level D. o I o () c- -~- ( .0'.' I .;, ~..:.l..":' ~., ~"f'\.. .~ .;~:: ;'II.:;'~~,.';!~'l1 , 'I:':;':;'~'.' WA950001, MOD 13 - - o .. I Z <( . :1:1- l-aJ a:::::!E <(:;, Wu -'0 Uo enw Hl:I: -'I- U)u. -c ~~ ~= u..::! en- _c :l:LL 1-:1: ZI- ;:C ZI- WLL :::!E= :;,C Uv 0- C!: WLL :l:L t;:i= _C 2 WU U- -:I bI- Z GROUP 3: Asphalt Raker; Asphalt Roller, Walking; Cement Finisher Tender; Concrete saw. Walking Demolition Torch; Dope Pot Firemen Non-Mechanical; Driller Tender (when required to move and position machine); Form Setter, Paving; Grader Che9ker using Level; Jackhammer Operator; Nozzleman, water, air or steam; Pavement Breaker (under 90 lbs.); Pipelayer, corrugated metal culvert; pipelayer, multi-section; Pot tender; powderman Tender; Power buggy operator; Power tool operator, gas, electric, pneumatic; Radder and Spreader; Tamper (to include operation of Barco, Essex and similar tampers and pavement breakers) ; Trencher, Shawnee; Tugger Operator; Wagon Drills; Water Pipe Liner; Wheelbarrow, Power driven; Miner.Class liB" - Brakeman, Finisher, Vibrator, and Form Setter; Railroad Equipment, Power driven, except dual mobile power spiker or puller; Railroad Power Spiker or puller, dual mobile; Hazmat Worker - Level C. GROUP 4: Air Track Drill; Brush machine (to include, horizontal construction joint clean-ip Brush machine, power propel~edf Caisson Worker, Free air, Chain saw operator and Faller; Concrete Steack (to include, laborers when 40 ft. high); Gunnite (to include, operation of machine and nozzle); high scaler; Monitor operator (track or simi~ar mounting); Mortar Mixer; Nozzleman (to include, Jet blasting Nozzleman, over 1,200 lbs., Jet B~asting machine power propelled, Sandblaster Nozzle); Pipelayer (to include working Topman, Caulker, Collerman, Jointer, Mortarman, Rigger Jacker, shorer valve or meter instal~er); Pipewrapper; Vibrators; Miner Class lie" - Miner and Nozzleman for Concrete; Pavement Breaker, (90 lbs. and over); Hazmat Worker - Level B. GROUP 5 - Drills with dual masts; Miner Class "D", Raise and Shaft Miner on Raises and Shafts; Hazmat Worker - Level A. LAB00238G 04/01/1995 / I , GROUP 6 - Powderman Rates Fringes COUNTIES EAST OF THE 120TH MERIDIAN. ADAMS, ASOTIN, BENTON, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, I,INCOLN, OKANOGAN, PEND OREILLE, STEVENS, SPOKANE, WALLA WALLA, WHITMAN HOD CARRIERS 18.76 3.99 ~~':" i , LAB00335A 06/01/1995 Rates Fringes CLARK, COWLITZ, KI,ICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES o Co'.) LABORERS. ZONE 1: GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5 GROUP 6 GROUP 7 17.59 17.94 18.24 18.49 16.35 14.47 12.26 5.65 5.65 5.65 5.65 5.65 5.65 5.65 I (1) o ~ WA950001, MOD 13 25 r-:: ---~ tl. . 0 .",' :.' ,UU;1 -' :"",. ;,> \,~:'; ",~,',e\'~;,\'\, , "'. -, \ '''''~''. ,,:'d. ""'11" . .-:" "I l'~I" _',,, .',,, ' 1 UJ 'i'" .',' .>' ",'r'..)<i',,::'," ,':, " ';"..1' , '. ~ , ""~' ':, i....i >"1;" :;-':.::.'.:' o - o .. '" Zone Dif.ferential (Add to Zone 1 rates) : Zone 2 $ 0.65 Zone 3 - 1.15 Zone 4 - 1. 70 Zone 5 - 2.75 I Z <( . :1:1- I-a:i a: ::E. <(:;j Wu -'0 Uc en w'l lib: -'I- en u.' -0 ~~' ~::; u.<( ~B :l:w I-:r ZI- ~~, ww.: ::E ::ll :;,c, Uen 0- c!:: ~~. I- i=' !:!::o z, wen ~~, ~ ;i l aASE POINTS: GOLDENDALE, LONGVIEW, AND VANCOUVER ZONE 1: Projects within 30 miles of the respective city all. ZONE 2 : More than 30 miles but less than 40 miles from the respective city hall. ZONE 3 : More than 40 miles but less than 50 miles from the respective city hall. ZONE 4 : More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall. LABORERS CLASSIFICATIONS GROUP 1: Asphalt Plant Laborers; Asphalt Spreaders; Batch Weighman; Broomers; Brush Burners and Cutters; Car and Truck Loaders; Carpenter Tender; Change-House Man or Dry Shack Man; Choke Setter; Clean-up Laborers; Concrete Laborers; Curing Concrete; Demolition, Wrecking, and Moving Laborers; Dumpers, road oiling crew; Dumpmen (for grading crew); Elevator Feeders; Guard Rail, Median Rail, Reference Post, Guide Post, Right-of-Way Marker; Fine Graders; Form Strippers (not swinging stages) ; General Laborers; Hazardous Waste Laborers; Leverman or Aggregate Spreader (Flaherty and similar types); Loading Spotters; Material Yard Man (including electrical); Pittsburgh Chipper Operator or similar types; Railroad Track Laborers; Ribbon Setters (including steel forms); Rip Rap Man (hand placed); Road Pump Tender; Sewer Labor; Signalman; Skipman; Slopers; Spraymen; Stake Chaser; Stockpiler; Tie Back Shoring; Timber Faller and Bucker (hand labor); Toolroom Man (at jOb site); Tunnel Bullgang (above ground); Weightman, Crusher (Aggregate when used) -r~r;~ '( , 'j GROUP 2: Applicator (including pot power tender for same), applying protective material by hand or nozzle on utility lines or storage tanks on project; Brush Cutters (power saw); Burners; Choker Splicer; Clary Power Spreader and similar types; Clean- up Nozzleman-Green Cutter (concrete, rock, etc.); Concrete Power Buggyman; Crusher Feeder; Demolition and Wrecking Charred Materials; Grade Checker; Gunite Nozzleman Tender; Gunite or Sand Blasting Pot Tender; Handlers or Mixers of all Materials of an irritating nature (including cement and lime); Tool Operators Includes but not limited to: Dry Pack Machine; Jackhammer; Chipping Guns; Paving Breakers); Vibrators (less than 4" in diameter); Post Hole Digger, air, gas or electric; Vibrating Screed; Tampers; Sand Blasting (Wet); Stake-Setter; Tunnel- muckers, brakemen, concrete crew, bull gang (underground) o o ~ WA950001, MOD 13 26 .(--'.'-0- ~> - ~ '.;:;..it.'::!;::i~~:'~;(\.),: ;,1 0 " . . "~~~'" '.~i<\\'!' , '. ,':"T7"('" .>; .......,,'.,,;. -- I o o ..32X 10. ~..,.~ "~~"."':""'I.~."lII_,.......~JJ r o I I- I I o .. Z <(' :1:1- I-a:i a: ::iE, ;5a -'0 Uc ~~ ~I- en u..' -0 w I ::iE~ ~::; u.<( 5Q ;5' :l:w 1-:1: ZI- ~~, ww' ::iE :::II :::I c, Uen 8t; wwi :l:U' I- j::i !:!:o z, ~5Q j:: ~i ~1 ,I GROUP 3: Asbestos Removal (structural removal only); Bit Grinder; Concrete Saw Operator; Drill Doctor; Drill Operators, air tracks, cat drills, wagon drills, rubber-mounted'dril1s, and other similar types including at crusher plants; Concrete saw operator; Gunite d Nozzelman; High Scalers, Strippers and Drillers (covers work in swinging stages, chairs or belts; under extreme conditions unusual to normal drilling, blasting, barring-down, or sloping and stripping); Manhole Builder; Powdermen; Power Saw Operators (bucking and falling); Pumpcrete Nozzlemen; Sand Blasting (Dry); Pipe Layers (all types); Sewer Timberman; Track Liners, Anchor Machines, Ballast Regulators, Multiple Tampers, Power Jacks; Tugger Operator; Tunnel-Chuck Tenders, Nippers, and Timbermen; Vibrator (4" and larger); Water Blaster GROUP 4: Asphalt Raker; Tunnel Miners; Tunnel Powderman; Motorman-Dinky Locomotive; Shield Operator GROUP 5: Traffic Flaggers GROUP 6: Fence Builders GROUP 7: Landscaping or Planting Laborers PAIN0005A 03/01/1993 Rates Fringes CLALLAM, GRAYS HARBOR, JEFFERSON, KING, 'KITSAP, LEWIS, MASON, PIERCE, PACIFIC, SNOHOMISH AND THURSTON COUNTIES r . PAINTERS AND DRYWALL TAPERS J.9.04 2.27 PAIN0005B 07/01/1991 Rates Fringes STATEWIDE EXCEPT CLARK, COWLITZ, KLICKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKUM COUNTIES STRIPERS J.8.14 2.47 ---------------------------------------------------------------- PAIN0054D 07/01/J.994 Rates Fringes ADAMS, ASOTIN; BENTON AND FRANKLIN (EXCEPT HANFORD SITE); CHELAN, COLUMBIA, DOUGLAS, FERRY, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN AND YAKIMA COUNTIES I o o WA950001, MOD 13 ,C-'-.o ... ~'~ .. j?, . L '~t -".~,_~'.:....:.......__.....~~_..:.._.~~....;.~....;.__'_...~_:.....i.o._."..........'L"...;......J..................~;~....... I' 'i-' Z <( . :1:1- t-aJ ~ :i:, ~a UO enC enW w:I: -'I- en u.' -0, :g ~' ~::::; u.<( !!25 :l:w 1-:1: ZI- ~~, WWj ~ 5'\ Uen 0- c!:: Ww' :l:u I-t= !:!:o Z WU) u- -:l:i bl-.; z': ..;r..' PAINTERS*: Brush, Roller, Paperhanger, Striping, Steam-cleaning Spray Application of Cold Tar Products, Epoxies, Polyure thanes, Acids, Radiation Resistant Material, Water and Sandblasting, Bridges, Towers, Tanks, Stacks, Steeples TV Radio, Electrical Transmission Towers Lead Abatement, Asbestos Abatement Taper o o all 17.09 17.86 17.92 18.64 17.09 17.66 3.64 3.64 3.64 3.64 *$.70 shall be paid over and above the basic wage rates listed for work on swing stages and high work of over 30 feet. 3.59 3.52 PAIN0055C 10/01/1993 Rates Fringes CLARK, COWLITZ, KLICKITAT, SKAMANIA, AND WAHKIAKUM COUNTIES (I~IDUSTRIAL - ANY INDUSTRIAL FACILITY, PAPER MILLS, ALUMINUM PLANTS, BRIDGES, TANK FARMS, WATER TOWERS, PIPE LINES) PAINTERS: BRUSH SPRAY AND SANDBLASTING OVER 60 FT. ON SWING STAGE MECHANICAL CLIMBER, SPIDER BUCKET TRUCK HIGHWAY AND PARKING LOT PAINTER PLAS0072E 06/01/1995 13.50 14.00 14.00 18.14 2.04 2.19 2.19 2.37 Rates Fringes ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT, KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES ZONE 1: CEMENT MASONS Zone Differential (Add to Zone 1 o rate): Zone 2 - $2.00 19.51 o ,("='-;--' --- 4.65 BASE POINTS: Spokane, Pasco, Moses Lake, Lewiston Zone 1: 0 - 45 radius miles from the main post office Zone 2: Over 45 radius miles from the main post office WA950001, MOD 13 - .e .- (i~, 28 I o o 32:><10 - - Z <( . :1:1- !z W' ~::E; ~i3 UO c en W'I ffi:l: -'I- enu.. -0 ~~ ~::::; u.<( !a a' :r ' I-~ ZI- ;:0 Z 1-, wW' ::E ::JI ::J 01 g !a. ct:; wwl :l:U' to- -I ~b; Z ill en' ~ :i:1 0.....\ Z ~ , :~r~' I ~ o IC'-~ .'~i"'>;, v "'.j" 'ri o .. PLAS0528A 06/01/1994 Rates Fringes CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES CEMENT MASON COMPOSITION, COLOR MASTIC, TROWEL MACHINE, GRINDER, POWER TOOLS, GUNNITE NOZZLE 21.56 6.60 21.81 6.60 PLAS0555B 06/01/1995 Rates Fringes CLARK, COWLITZ, KITCKITAT, PACIFIC (SOUTH), SKAMANIA, AND WAHKIAKtlM COUNTIES SEE ZONE DESCRIPTION FOR CITIES BASE POINTS Zone 1: CEMENT MASONS COMPOSITION WORKERS AND POWER MACHINERY OPERATORS CEMENT MASONS ON SUSPENDED, SWINGING AND/OR HANGING SCAFFOLD CEMENT MASONS DOING BOTH COMPOSITION/POWER MACHINERY AND SUSPENDED/HANGING SCAFFOLD 17.74 8.52 18.09 8.52 18.09 8.52 18.45 8.52 Zone Differential (Add To Zone 1 Rates) : Zone 2 - $0.65 Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 BASE POINTS: BEND, CORVALLIS, EUGENE, LONGVIEW, MEDFORD, PORTLAND, SALEM, THE DALLES,VANCOUVER ZONE 1: Projects within 30 miles of the respective city hall ZONE 2 : More than 30 miles but less than 40 miles from the respective city hall. ZONE 3 : More than 40 miles but less than 50 miles from the respective city hall. ZONE 4 : More than 50 miles but less than 80 miles from the respective city hall. ZONE 5: More than 80 miles from the respective city hall I o o WA950001, MOD 13 29 ,:';;';',i,>: .~' .','r.::;~U:;"/ ..,' ,:, ;(,::"':>".."'.':...'"",, :'.: ,,",,' "'\..:~~~:.~.tj'"'' , . ,.'-',.....,.;'.',. 'I ',. ..Iiiiiii.o.io~~~..."...;.;'.;.:.'~.'........ ." "'~' ... ,'( "I , q 0 ".r~ ,J '1 ~i < , . '.:',; ~ I o ,- o .. PLUM0032B 0~/0~/~995 Rates CLALLAM, KING AND JEFFERSON COUNTIES PLUMBERS AND PIPEFITTERS 26.60 Z <C . :I:!z I-w cr: ::!:, <(:;, Wu do en c, enW w:l: -'I- en u..' -0 :g~ <(- cr:-' u.<( ~a :l:w 1-:1: ZI- ;:0 Z 1-, wW' ::!::;,J ;:)c, Uen o- ct:, Wwi :l:U: I- j::' !!:o Z wen ~~! o ,I Z ~ PLUM0032D 0~/0~/~995 Fringes 9.2~ Rates Fringes CHELAN, KITTITAS (NORTHERN TIP), DOUGLAS (NORTH), AND OKANOGAN (NORTH) COUNTIES PLUMBERS AND PIPEFITTERS 22.05 PLUM0040B 06/27/~995 Rates WHATCOM COUNTY PLUMBERS AND STEAMFITTERS Plumbing projects over $3,000,000 Plumbing projects $3,000,000 and under 26.09 20.08 PLUM0044C 06/0~/~994 Rates ADAMS (NORTHERN PART), ASOTIN (CLARKSTON ONLY), FERRY PART), LINCOLN (EASTERN PART), PEND ORIELLE, STEVENS, AND WHITMAN COUNTIES PLUMBERS AND PIPEFITTERS 25.28 PLUM0082A 06/01/~994 Rates Fringes GRAYS HARBOR, LEWIS, MASON (EXCLUDING NE SECTION), AND PACIFIC PIERCE AND THURSTON COUNTIES PLUMBERS AND PIPEFITTERS 26.40 CLARK (NORTHERN TIP INCLUDING WOODLAND), COWLITZ, SI~IA AND WAHKIAKUM COUNTIES 7.14 ',,.... .. 1 \ PLUMDERS AND PIPEFITTERS 23.35 o PLUM0265C 06/01/~994 Rates ISLAND, SKAGIT, SNOHOMISH, AND SAN JUAN COUNTIES o PLUMDERS AND PIPEFITTERS, plumbing work $750,000 and over Plumbing work under $750,000 27.44 23.32 WA950001, MOD 13 .:c~-o-- G~ ::':"<;,,",~1"':\'" ,_'_": ,..". . ,';., ;' " .,..,' ,~ ~k' 8.55 Fringes 7.81 7.81 Fringes (EASTERN SPOKANE, 6.67 7.~4 Fringes 7.29 7.29 30 '.,/-..,.>..... ,- ',.:r_~ I !:<'.:~. ;~;;~ <~.;. ~ ,. ,D. ~ I o o 32XI[] "'11*:I_"~ .. '\' .I,:~ Z <( . :1:1- I-ifi ~~, Wu -'0 Uc en ' enW w:l: -'I- en u.' ;:;;0, ;:E>' ~5 u..<( ~a :l:w 1-:1: ZI- ~~. WW1 ~ 5\ Uen 0- c!:: WW: :l:U' 1-- !:!::b Z wen u- i= ~~ o ! Z' ,r' , , o - o o .. PLUM0290K ~0/0~/~993 Rates CLARK (ALL EXCEPT NORTHERN TIP INCLUDING WOODLAND) Fringes PLUMBERS AND PIPEFITTERS 22.09 5.85 PLUM0598E 06/0~/~995 Rates Fringes ADAMS (SOUTHERN PART), ASOTIN (EXCLUDING THE CITY OF CLARKSTON) , BENTON, COLUMBIA, DOUGLAS (EASTERN HALF), FERRY (WESTERN PART), FRANKLIN, GARFIELD, GRANT, KITTITAS (ALL BUT NORTHERN TIP) , KLICKITAT, LINCOLN (WESTERN PART), OKANOGAN (EASTERN), WALLA WALLA AND YAKIMA COUNTIES PLUMBERS 25.50 8.65 PLUM063~A 06/0~/~995 Rates Fringes MASON (NE SECTION), AND KITSAP COUNTIES PLUMBERS AND PIPEFITTERS 20.78 ~0.28 TEAM0037C 06/0~/~995 Rates CLARK, COWLITZ, KLICKITAT, PACIFIC, SKAMANIA, AND WAHKIAKUM COUNTIES Fringes TRUCK DRIVERS ZONE ~: GROUP ~ GROUP 2 GROUP 3 GROUP 4 GROUP 5 GROUP 6 GROUP 7 20. ~2 20.24 20.37 20.62 20.84 20.99 21. ~9 5.52 5.52 5.52 5.52 5.52 5.52 5.52 Zone Differential (Add to Zone ~ Rates): Zone 2 - $0.65 Zone 3 - ~.~5 Zone 4 - ~.70 Zone 5 - 2.75 BASE POINTS: ASTORIA, BINGEN, GOLDENDALE, THE DALLES, LONGVIEW, PORTLAND AND VANCOUVER. ZONE ~: Projects within 30 miles of the respective city hall. ZONE 2: More than 30 miles but less than 40 milea from the respective city hall. ZONE 3: More than 40 miles but less than 50 miles from the respective city hall. ZONE 41 More than 50 miles but less than 80 miles from the 0 respective city hall. I ZONE 5: More than 80 miles from the respective city hall. 0 0 c.... o ..............- ...&L~... WA950001, MOD 13 31 r ::. :~ ~~.d:'~;1~f,;::r;''''''T~'''~~~~h .~, c~". 32Xlo ! ~ .... ....'. ..... ,- z <(' :1:1- l-aJ ~~, Wu -'0 uc en wI' ff3:1: -'I- en u..' -0 :g ~I ~::::; u.<( !!l6 :l:w 1-:1: ZI- ;:0 zl- ww ::E::;)I :::J 01 uen 0- C!:: wwi :l:U 1-- ~b z wen ~~; o ,1 z . ,r' , , 'I o o ,("--' 0 - -=== o o - TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Battery Rebuilders; Bus or Manhaul Driver; Concrete Buggies (power operated); Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations there of: up to and including 10 cu. yds., Lift Jitneys, Fork Lifts (all sizes in loading, unloading and transporting material on job site); Loader and/or Leverman on Concrete Dry Batch Plant (manually operated); Pilot Car; Solo Flat Bed and misc. Body Trucks, 0 - 10 tons; Truck Tender; Truck Mechanic Tender; Water Wagons (rated capacity) - up to 3,000 gallons; Transit Mix and Wet or Dry Mix - 5 cu. yds. and under. "All ..Frame or Hydra-lift Truck with load bearing surface; Lubrication Man, Fuel Truck Driver, Tireman, Wash Rack, Steam Cleaner or combinations; Team Driver; Slurry Truck Driver or Levermaoi Tireman GROUP 2: Flaherty Spreader Driver or Leverman; Lowbed Equipment, Flat Bed Semi-trailer, Truck and Trailers or doubles transporting equipment or wet or dry materials; Lumber Carrier Driver - Straddle Carrier (used in loading, unloading and transporting of materials on job site); Oil Distributor Driver or Leverman; Water Wagons (rated capacity) - 3,000 to 5,000 gallons; Dumpsters or similar equipment, all sizes; Transit Mix and Wet or Dry Trucks, over 5 cu. yds, and including 7 cu. yds. GROUP 3: Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over ~O cu. yds. and including 30 cu. yds.; Transit Mix and Wet or Dry Mix Trucks, over 7 cu. yds. and including ~1 cu. yds.; Truck Mechanic - Welder - Body Repairman; Water Wagons (rated capacity) - 5,000 to 7,000 gallons. GROUP 4: Dump Trucks, side, end and bottom cumps, including Semi-Trucks and Trains or combinations thereof: over 30 cu. yds. and including 50 cu. yds.; Transit Mix and Wet or Dry Mix Trucks, over l~ cu. yds. and including 15 cu. yds.; Water Wagon (rated capacity) over 10,000 gallons to 15,000 gallons GROUP 5: Dump Trucks, side, end and bottom dumps, including Semi Truc]ts and Trains or combinations thereof: over 50 cu. yds. and including 60 cu. yds. GROUP 6: Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains of combinations thereof: over 60 cu. yds. and including 80 cu. yds. GROUP 7: Dump Trucks, side, end and bottom dumps, including Semi Trucks and Trains or combinations thereof: over 80 cu. yds. and including 100 cu. yds. I o o WA950001, MOD 13 32 .~"" .' ," . ~),}.> .. .32Xlr] e-~~ ' IT - Z <(' :1:1- I-ffi a::~, ~:;, -,u uO c, en w'l ~~ en u.' -0 ~~ ~::::; u..<( !Q5 :I:w I-::c Zl- ;:0 Z 1-, w w~ ::E::J :::JC Uen 0- C 1-, WWI: ~~: !:!:O' Z wen' ~~i ~ .j /, 'T'C'" I ~ o o i,("~ 0- -.,.~. o o .. * TEAMO~74A 06/0~/~995 Rates Fringes CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES TRUCK DRIVERS; GROUP ~: GROUP 2: GROUP 3: GROUP 4: 21.59 2~. 01. ~9.25 1.5.85 5.9~ 5.9~ 5.9~ 5.9~ TRUCK DRIVERS CLASSIFICATIONS GROUP ~ -" A-frame or Hydralift" trucks and Boom trucks or similar equipment when UAfI frame or "Hydralift" and Boom truck or similar equipment is used; Buggymobile;BulkCement Tanker; Dumpsters and similar equipment, Tournorockers, Tournowagon, Tournotrailer, Cat OW series, Terra Cobra, Le Tourneau, Westinghouse, Athey Wagon, Eucid, Two and Four-Wheeled power tractor with trailer and similar top-loaded equipment transporting material, Dump Trucks, side, end and bottom dump, including semi-trucks and trains or combinations thereof: ~6 yds. to 30 yds. capacity. Over 30 yds., $.~5 per hour additional for each ~o yd. increment; Explosive Truck (field mix and similar equipment; Hyster Operators (handling bulk loose aggregates) ; Lowbed and Heavy Duty Trailer; Road Oil Distributor Driver; Spreader, Flaherty; Transit mix used exclusively in heavy construction; Water Wagon and Tank Truck (3000 gallons and over capacity) . GROUP 2 - Bull lifts, or similar equipment used in loading or unloading trucks, transporting materials on job site; Dumpsters, and similar equipment, Tournorockers, Tournowagon, Turnotrailer, Cat. D.W. Series, Terra Cobra, Le Tourneau, Westinghouse, Athye wagon, Euclid two and four-wheeled power tractor with trailer and similar top-loaded equipment transporting material, Dump trucks, side, end and bottom dump, including semi-trucks and trains or combination thereof: Less than 1.6 yd. capacity; Flatbed (Dual Rear Axle); Grease Truck, pue1 Truck, Greaser, Battery Service Man and/or Tire Service Man; Leverman and loader at bunkers and batch plants; Oil tank transport; Scissor; Slurry Truck; Sno-Go and similar equipment; Swampers; Straddler Carrier (Ross, Hyster) and similar equipment; Team Driver; Tractor (small, rubber-tired) (when used within Teamster jurisdiction); Vacuum truck; Water wagon and tank trucks (less than 3,000 gallons capacity); Winch Truck (single real axle); Wrecker, Tow truck and similar equipment GROUP 3 - Flatbed (single rear axle); Pickup Sweeper; Pickup Truck. (Adjust Group 3 upward by $2.00 per hour for onsite work only) GROUP 4 .. Escort or pilot car WA950001, MOD 13 33 ,-00 '~~..~ ~;" ..~............. ..." :,.8.:' :"i> ,: . ...'. '. . .,,~ ~r 1 Jo. I .,';..,.:.,....i..i-" o o .:.:i.:.o::...:'J',j;iIo;';"~" 32 x.lo .... ., ",;j'.." "jjf" ,~ '. - Z <( . :1:1- l-aJ a: ::i:, <(:;, Wu -'0 uc !a ~l -'I- cnu. :0\ ::i:>- <(I::: a:-' u.<( !!18 :Z:w I-:z: ZI- ;:0 Z 1-, ww: ::i: :;',1 :;,c, Ucn 0- c!:: ~w: I-S:! ~51 Z WUJ u- -:z: bl-. Z o o .. HAZMAT PROJECTS Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in addition to the classification working in as follows: LEVEL c: +$.25 per hour - This level uses an air purifying respirator or additional protective clothing. LEVEL B: +$.50 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical IIsplash suit. II LEVEL A: +$.75 per hour - This level utilizes a fully- encapsulated suit with a self-contained breathing apparatus or a supplied air line. ZONE DIFFERENTIALS Zone pay will be calculated from the city center of the following listed cities: BELLINGHAM CENTRALIA RAYMOND OLYMPIA EVERETT SHELTON ANACORTES BELLEVUE SEATTLE PORT ANGELES MT. VERNON KENT TACOMA PORT TOWNSEND ABERDEEN BREMERTON TRAVEL - Zone A - 0 - 25 miles - Free Zone Zone B - 25 - 45 miles - $ .70 per hour. Zone C - Over 45 miles - $~.OO per hour. * TEAM0760C 06/0~/~995 Rates Fringes COUNTIES FROM THE TOP OF THE CASCADE MOUNTAIN RANGE EAST: ADAMS, ASOTIN, BENTON, CHELAN, COLUMBIA, DOUGLAS, FERRY, FRANKLIN, GARFIELD, GRANT KITTITAS, LINCOLN, OKANOGAN, PEND OREILLE, SPOKANE, STEVENS, WALLA WALLA, WHITMAN, AND YAKIMA COUNTIES TRUCK DRIVERS (ANYONE WORKING ON HAZMAT JOBS SEE FOOTNOTE A BELOW) ZONE ~: GROUP ~ 16.59 5.66 GROUP 2 19.03 5.66 GROUP 3 19.13 5.66 GROUP 4 19.43 5.66 T' GROUP 5 18.53 5.66 i GROUP 6 19.68 5.66 I GROUP 7 20.17 5.66 0 GROUP 8 20.47 5.66 o C .-0----'----- Zone Differential (Add to Zone 1 rate: Zone 2 - $2.00) BASE POINTS: Spokane, Moses Lake, Pasco, Lewiston Zone 1: 0-45 radius miles from the main post office. Zone 2: 45 radius miles and over from the main post office WA950001, MOD 13 34 ,." '~'>, , ~,~QkJ ' ...t~' :....i,'..;...ki ~. c.' ,.."LiiIl"i ,,','" I,"~ .',j" ,f",,"., ,/....,;..'..'."'i"'.., "''''.,,' . L . ':",l"r":'r':':'~'!~'~j. ~,"'ir:/" ~', ",' ,~ ~JidIjj ~ I o o ............ I;L I .... ... . .0.".. ....... ~~w.iIttt 32xlo .". "".IIiIIIIII'IIIIB'~"-" - ......., ..- - Z <( . :1:1- l-aJ ~~, Wu -'0 Uc rnw: f{3:1: -'I- en u.' -0, W> ~I- ~::::; u..<( !!?a :l:w 1-:1: ZI- ;:0 Z 1-, ww; ~ 5'\ Uen 0- cl- W~I :l:u 1-- ~b Z wen u- 1= ~! o ' Z ,r' o o C~..n . ' _._:..:::'~. o o .. TRUCK DRIVERS CLASSIFICATIONS GROUP 1: Escort Driver or Pilot Car; Employee Haul; Power Boat Hauling Employees or Material GROUP 2: Fish Truck; Flat Bed Truck; Fork Lift (3000 lbs, and under); Leverperson (loading trucks at bunkers); Seeder & Mulcher; Stationary Fuel Operator; Tractor (small, rubber-tired, pulling trailer or similar equipment) GROUP 3: Auto Crane (2000 lbs. capacity); Buggy Mobile & Similar; Bulk Cement Tanks & Spreader; Dumptor (6 yds. & under) ; Flat Bed Truck with Hydraullic System; Fork Lift (3001-16,000 Ibs.); Fuel Truck Driver, Steamcleaner & Washer; Power Operated Sweeper; Rubber-tired Tunnel Jumbo; Scissors Truck; Slurry Truck Driver; Straddle Carrier (Ross, Hyster, & similar); Tireperson; Transite Mixers & Truck Hauling Concrete (3 yd. to & including 6 yds.); Trucks, side, end & bottom dump (under 6 yds.); Warehouseperson (to include shipping & receiving); Wrecker & Tow Truck GROUP 4: A-Frame; Burner, Cutter, & Welder; Service Greaser; Trucks, side, end & bottom dump (over 6 yds, to & including 12 yds.); Warehouseperson; Water Tank truck (0-8,000 gallons) GROUP 5: Dumptor (over 6 yds.l; Lowboy (50 tons & under); Semi- Truck & Trailer; Tractor with Steer Trailer; Transite Mixers and Trucks Hauling Concrete (over 6 yds. to and including 10 yds.); Trucks, side, end & bottom dump (over 12 yds. to & including 20 yds.); Truck-Mounted Crane (with load bearing surface either mounted or pulled) GROUP 6: Flaherty Spreader Box Driver; Flowboys; Fork Lift (over 16,000 lbs.); Dumps (Semi-end); Mechanic (Field); Semi- end Dumps; Transite Mixers & Trucks Hauling Concrete (over 10 yds. to & including 20 yds.); Trucks, side, end & bottom dump (over 20 yds. to & including 40 yds.); Truck and Pup; Tournarocker, DW's & similar with 2 or more 4 wheel-power tractor with trailer, gallonage or yardage scale, whichever is greater Water Tank Truck (8,001-14,000 gallons) GROUP 7: Oil Distributor Driver; Transite Mixers & Trucks Hauling Concrete (over 20 yds.); Truck, side, end & bottom dump (over 40 yds. to & including 100 yds.) GROUP 8: Trucks, side, end, and bottom dump (over 100 yds.); Helicopter Pilot Hauling Employees or Materials Footnote A - Anyone working on a HAZMAT job, where HAZMAT certification is required, shall be compensated as a premium, in additon to the classification working in as follows: LEVEL C-D: - $.50 PER HOUR (This is the lowest level of protection. This level may use an air purifying respirator or additional protective clothing. LEVEL A-B: - $1.00 PER HOUR (Uses supplied air is conjunction with a chemical spash suit or fully ~ncapsulated suit with a self-contained breathing apparatus. WA950001, MOD 13 35 .;..... iZ ~.~ "'~~':'~~:::;:-"'~j .. "'''\'''' "".,,,, , I :::""';;:",,""', 0 ,4 {\,;I."", ~ " I~' ,;('! ) " ~1"1l~~" ::=:"":::::"::'::~:J ~[;I~ : ~..... "" ::.~: ~~~=~, , ~ I o o 32xlo ,- Z <( . :1:.... ....aJ ~~. Wu -'0 uc (/) , enW w:J: -'.... (/) u.' -0 :g~ ~::i u.<( ~a' :l:w I-:J: ZI- ;:0 Z 1-, WW' ::E :;,.1 :;, C~ Uen 0- C!:: ~t'3, I- i=, !:!:o Z W(/) u- i= ~i ~ -1 '."''''' o o 'c....,~"- ,,'.'1..'..",........,., 'V o o .. NOTE: Trucks pulling Equipment Railers: shall receive $.lS/hour over applicable truck rate ----------------------------------------------------------------- WELDERS _ Receive rate prescribed for craft performing operation to which welding is incidental. ---------------------------------------------------------------- Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR S.S(a) (1) (v)). ---------------------------------------------------------------- In the listing above, the "SU" designation means that rates listed under that identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. END OF GENERAL DECISION WA950001, MOD 13 36 ~" ..~;.... . I,' '\:'~ " \ '< ~ ~::~"~'. '!,::~..tC:,_:t)Xt .,_', . l )..10 "..iIIWI'" ~~ ~~~ I o o ! I I 3~clpj z <(0 :l:f- f-Z w ~ ;2. w:::> -'u uO enO enW w:I: -'f- enu. ~o ;2>- <(t:: 0:-' u..~ en:;' _0 :l:w I-:I: ~f- 1-0 zl- ww ;2 :;,1 => 0'1 Uen 0- cl- w~ :l:u 1-- u..1- _0 "z wen U- l3~ z ,.. o o o c: .. 1 i< i '{ i, '\JlR" m-JIt#fi ~tn pI)<< · , .fJJi1't' ~ ~~~t~ J<l ....... ~lf\' ' I o o rv- i~ Z < . :1:1- l-aJ ~ ::E.~ ~a uO ooC ooW w:X: -'I- enu. -0 :g ~ I ~::::; u.< !as :l:W 1-:1: ZI- ;:0 Z 1-, ww' ~ 5': uoo 0- o!::, Ww! :X:UI I- f=, !!::o Z woo u- -:x:, b.....! Z o 'f' - o o .. -...Y. .' ," c' 't~.ti ~0- 1-",~ '"' . \( xJ1f/Z ./.; ""!>/C,,t,. J../~rl. r.-;". r J~.J c..r~.. ['c. (-.'11 j JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS \ P.O. Box 2070 1322 Washington 51. Port Townsend. WA 98368 (360) 385-9160 Klara A. Fabry. Director/County Engineer MEMORANDUM DATE: August 23, 1996 TO: Bob Nesbitt, P.E. Bruce Laurie, Project Manager FROM: Aubrey Palmer A"e"t> SUBJECT: Upper Hoh Road emergency, XOI244, Federal Aid Project. No. ER-960 I (002). Attached for processing are final mylar right of way plan sheets for above referenced project. Staff completed necessary revisions following review completed by Bruce Laurie 'and Bob Nesbitt, on August 29, 1996. Revisions included: ('." . , Sheet I of2; Added right of way curve data between Sta, 4+76.69, 30' Rt., to Sta. 4+83.78, 30' Rt. Sheet I of2; Skeletonized existing intersect stations within DETAIL 2 for existing roadway. Sheet I of2; Modified easement area acreage from 1.07 acres for H.E.S. 122 in its entirety, to 0.74 acres applied to H.E.s. 122, and 0.33 acres applied to H.E.S. 121. Hardcopies of acreage calculations, together with easement plot, filed in Marilyn Lewis acquisition parcel file No. 71030 I 00 1 & 1004. Sheet 2 of2; Modified Dept. of National Resources to read: Dept. of Natural Resources. Mylars included for signature are as follows: Right of way Plans: Right of way plan shcct Right of way plan sheet Sheet I of2 Sheet 20f2 (SIa. 615+63.43 to Sta. 5+00.00) (SIa. 5+00.00 to Sta. 18+50.00) Mylar Mylar If you have any questions, please contact me. xc: XO 1244, corres, cllI'l\OJi:crS\XOll44~'IN^L\REVli:\\'l'lOC C, 0' l 100% Recycled PBpel ....J;;;, . '.' ~<:) ",",,"I", ,I. ,', ;',.",",'1 '(-;---- 17 Jt J ~ 1 '....r. ~ ,~',.~. .,':'" ,;;,:",;)2;~,:1;...,:; ,,' (., ,>>10 =~ _ :iji;"F" ' , I " ....~"'~'-~ o o ~l X Igj v ,- Z <(' :1:1- l-aJ ~ :., ~B UO c en W'j [l:l: -'I- en u.' -0 ~~ ~::::i u.<( !:!25 :l:w 1-:1: ZI- ;:0 Z 1-, ~~J ::;)0\ Uen 0- c!:: WW' :l:u ~t5 Z WCI) u- i=~ o Z :r o o c.--o--.- l ~""I'L~" ",.,114 ... I>..",. ~ .oIIo..f..l-----o&!l:1 o o .. ~ << O. \_;,-.ft}~:it"" ',,~ ih'5:~}' '- ...,'~...~':- ~~~ ?.~,. "'" , \1' JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS P.O. Box 2070 1322 Washington 5t. Port Townsend, WA 98368 (360) 385-9160 Klara A. Fabry, Director/County Engineer MEMORANDUM DATE: July 23, 1996 TO: Bob Nesbitt, P.E. Bruce Laurie, Project Manager FROM: Aubrey Palmer ,/f~ Upper Hoh Road, XO I 244, Federal Aid Project. No. ER-9601(002). SUBJECT: (' Attached for your review and processing are preliminary Vellum Right of Way Plans, and parcel area calculations for above referenced project. Right of way plans were prepared by Jefferson County staff, utilizing a combination of recorded survey data, together with field survey by Polaris Engineering of Port Angeles, accomplished prior to project construction (Dec. II through Dec. 23, 1995). Right of Way acquisition is necessary on this project for the constructed roadway, together with maintenance easement to repair and maintain installed riprap bank stabilization and river mitigation features. The attached plans provide for right of way acquisition for 0.38 mile of Upper Hoh Road, from M.P. 11.66 to M.P. 12.04. Right of Way limits arc depicted only for that portion of the roadway within County jurisdiction being to Olympic National PBrk boundary line. Drawings only graphically represent centerline for the remainder of the project length, which is within U.S. Government ownership. Right of Way Plans for the County portion of roadway, depicts additional right of way is necessary from two adjacent ownership's outside of existing road usage limits. Acquisition and maintenance penn its will be necessary from Marilyn M. Lewis and Wash. State Dept. of Natural Resources. Existing usage limits were calculated to be a nominal width of 14 fcet, each side of centerline, utilizing left and right ditch lines, (see usage limits cale'd 2/20/96, by C.J.W,) Right of Way plans also depict limits of maintenance easemcnt along riprap bank stabilization areas as well. Roadway construction has previously been accomplished and prior commitments to adjllcent landowners have been discussed with Bruce Laurie and have been incorporated as requestcd. Landowncr eommitmcnt requcsts arc as follows: Southerly right of way from Westerly line H,E.S. 122 (Homestead Entry Survey 122) to existing fencing (approx. Stn. 620+50) to be 20 feet in width, Northerly right ofwny line from Westerly line H.E.S. 122 to H,E.S. Cor. No, 3, to follow H.E.S. Lines, ( 100% Recyclad Paper .Ill L~ o (';~ '~'~,:,1::~S:::. ';J, , '11iIp;J'. "'..,'",,,,, 'W","." ,~, "1.,, " ",,':,IJf1.tU_~.&.' ,,;(,,,,,;<,,,,'0" --= - [ ....,......-, I () o 32Xlo -- ..~,..." '- IT - Z <(' :I:!z I-w cx:~. ;:is::>' -'u uO enC enw w:l: -'I- (I) u..' -0 ~~ ~::::; u..<( sa 5' :l:w I-:r: ZI- ;:0 Z 1-, ~~i ::>0"1 u en' 0- c!::: Wwl ::tUi I- i=' !!:o: Z ill en' U-I i= ~I ~ " o o .. . .,;.t-'" L It should be noted that the portion of existing roadway lying outside (southerly) of the new right of way limits near Station 3+33.35 Rt. to Station 4+23.26 Rt, possibly creates an uneconomic remnant between existing usage and proposed right of ways, without turnback of existing roadway to underlying owner. See parcel file No. 710301001, (Marilyn M. Lewis) for area calculations. It should also be noted that full section subdivision would be necessary to obtain total area calculation for parcel No. 710290000 (D.N.R., sheet 2 of2) Public Domain Area, lying between H.E.S. 122 and Olympic National Park Boundary. Area calculation for this p~.rcel is based upon a line perpendicular to H.E.S. 122 Easterly line and Destroyed Dept. of Natural Resources Meander Comer, thence Northerly along Olympic National Park Boundary to the concrete monument with cap, thence Southwesterly to calculated position ofH.E.S. 122 comer, thence Southeasterly along the Easterly line ofH.E.s. 122 to point of beginning being perpendicular to destroyed Department of Natural Resources Meander Comer. It is unknown at this time if other drainage easements or slope easements are necessary for other features incorporated into the constrUction without further benefit of an "AS CONSlRUCTED" field survey. Please markup the attached prinls as neccssary, IN 80I~D REI), to facilitate ease of finding required revisions. Included for your review are the following: RIGHT OF WAY PLANS: Right of Way Plan, Right of Way Plan, sheet I of2 M.P. 11.66 to M.P. 11.93 sheet 2 of2 M.P. 11.93 to M.P. 12.04 Vellum Vellum c If you have any questions, please contact me. c' xc: XO 1244, corrcs. <c- o-:~:.lCi ,.!. .:'~::;.:>,'i :.:;.,'.:.>?'~':I;. ;;..:':::\:':~ ~".' ' .' .. ),~j~ :'~ }P~,J.u",,~,",,>,,!,",,_ll ~, ),.1"),,..<,,:.,:1.; I o o ,.~~JI.O' ' ..i:",'''';'', ' 'j'" .,J ".,.'.';:::'1:,/";:',.32:>< IDe, ~1.JiWI,,:,,"."r''';;:'''~'I''''''''-'~'at'.if "'. ,....,ol.\,;,.. ...Wlt -,";'.,' l:..io",~,,',.:..r.Ju:..: o ,:- o .. ( /' I- .'i OJ." A L ~'~,4R.J::.. "15ou,..JDA,t:. y / ,'" ~~"7-.'" J /';.- I '" \':-::; ,.,"'0 c../c ' / DJ C. !3A....ED =AI r'6 i.A,e.J ..:, r"lic':.L'l:) :::, O'?U S Y c) S II.\&- (;../A,,'J3iE -,:T ;?6;2. ;:::7cLb A)D7E.S , '", '-0; ...--;::::>/ J ' ):'o-.~,J G '~. ,y\! ' I e~""0, .~. ";;~} ,\t!f' '(\)-' ;.~(l .,,:1f ',~ :t 7~ , , Z <l: . :J:f- l-aJ o:~ <l::;, Wu -'0 :;;C ffi~1 -'I- (J)u. -0 w>- ~!:: 0:-' u.<l: !!la :J:w I-:J: ZI- ;:0 ZI- ww, ~ 5' U(J) 0- a!:: Ww :l:u 1-- !:!:b Z wen u- i= :J:, 0'" Z 87.;>_ r o o ( ...,..--........,..,.....".-..- ( o. c ot) ".' I o o 32 X 10 ~ o -- o .. z <(' :1:1- t-aJ a::::;: <(:;, Wu -'0 Uo en wI' fil:c -' 1-' lJlu. -0 W>- ::;:1- <(- a::...J u.<( ~5 :l:w I-:c ZI- ;:0 zl- :g ~, :;,0' UlJl 0- c!:: Ww :l:u 1-- !:!::b z wen u- i=~ o z .' ',:} ,;t;~r> /):::~'~ .'?:~* ~ .~~o/ D )/ ( -, \ A'; S-r"A,ilo/,\ II..)&' '-b ETF3..-Rf,AI A~ A-2'f7'6/-..,j iJ:. 9t:. ;;'j ( {)tP/JE:i.?... rio/-( K'b. ,.~ " .......---'-....--.----....--.......---'..--...-....-------..----.-.----..-......, ,....,-.------------,---~,---.--~--..,-..--.:1 f -...,...---..-.-... --....-----.......-..-..-.--...--.-..-...---....'-..-.-----------..-----------.-1 ,. .____.___..._.._.__.1'-1..,:2 ___I2~.Co..:.:L_ .:::"_...LDATiLJL.::;.eb,,~..J~~_K.....J5cx..,,A3:D/l,S-y---.--_..--..-....-j , ._~..______.._J...;;:c.:...J~_:L~__.5_2..B~_!.."2':Gi;.~~--3.-s::f:-2.L-20-._._______.__..____\ ! / -:< h -Z'/ - F\ -;-,. , ~ ..__.._,_____-.........""-.;>-":l::-.. ,_." ..,._ZLL,..._=- f:!\~._c....._Lz.....D.~__....__..___,___..__~,__.__.__._...______.........~ __...._________"::"... _ .~U_:f:..Q.'L. 82__,~~TAL_L~d,)6.TI:L::_AlE..k':;....s:::..o"Q_";,,::~_c:xc.~J....._____...~ _____._.._.._0.2.:J.....:t....ia.(,;,_~.3B._-=____.2r~C2:t:=.QQ.,-Qtl. .~~_6::!d_~A~7.JSJJ.~O'D.&L.._..!1 , .~ --- -1f"-~-~~-.0~; +~~~i6',-62_Ll..:8_V?,(:> ~ --====1 __..____ '~fLD:L_.._~..77L_--Q.:t-:...&::::>-'-f2()-,..--L-'j~B_.i.I~8.3...-L2:flj2-~1--------...-.,. ';1 ------- ._...=~-...:_--~..__._---_.__.._-----_....._----_._._..__....------_......_._.._.._--_..;~ ~. ... ..L_____._.__. ....P...O..T"-..s:IIJ...Jo..2l.LrGfc,-,3.8-rfIO 2 ~q.' s:i)-...-..--.----..-.--....-..--...----...-----------.i~ __..,,________...__..__________.._ - C} .1- D2v ,9....5.!.__LIff..<.'671L.!l:...",{,d.E.k2_7;' j,w_._jd..l.E<;~2j..,.X_._.... ):.:~ , oP C>+F?::?:> ""'TO '-'.J. ~ 4/J~l.J..!._)-;;\ -<=('J I":; ...~. . ...".__,..,____ 'O. ..'., ____.._,____.__.._...__.,,_..6_.L5_:f:..,G..3.._'::J-3____, .....'.... _. _______.__.._..____._..__________.________'__"_:,-.. '!.~".~..'; '....--...-.--.-.-.11-- .. " '. If :-::'P) T '-iA /') ,-~. /;> '-'3 -? ^ ? ~'? /, /J_ ---........ ~.,- C:l J ,!S~ _ '~-~.=~~~~~~:'~'~-K '.~~:~~::~~' ~ .~:;::;:~:'~~_ .-~~~: '. :.:"'- ~~~~::~"-~~~..~L ~_."::'. . '.;;l. J "~ ;,~ ')~1\\! !,:~iIj :)14 ....;!t~ \:;ttl. .. \!~ ,~~ ':,\j. 'I~ ,{IZ ::~' r o o ~~':_~-'~~~~',~'_ - .'.~~.~~=~~~-. .~-'-~~~'~~~-- ,.... ...1.. -~~.~~=~'-~=.~~-==:.~:~-==-. ~-..': ..... _ ::. I ' ''''- I ~ B.t", e,.\,p 1. { . ~---*' " tV \ / ,..".....:.,J'll'...._Cl!);,",r:,;..J.5_.__._...__ .. _..'___ _" - -~I";~::'''-lSM.,:....J ~ _____:.~ on..___ -""''''''---''_'_'___''__, t,. C~'1J';:'X.." ~; (I:, . w. - -- \ ' ,flIJIf \ o;-('t'\..\-:rl'~"~"'1,'lj:1I---~-~~'\ ~.~ -~_.",-,--~,~._,~-, -_.""--.-. - .'..--'-'---. ..-. ... . .- ,;'2'{;'('6,':36, ,~,p. 1/,/13 kO ~__€1:..(l_,..e.,.i e" (I, <!N'..:r1r"'''e7;1'l,1 .,'..'.. .!-.E!' -"-__(>,~..'~"".' '!'...I!:...f."Jl.S:: ~".___,.... __ ,_",,"'_'__ - ........$:r;,.,.. ..-,1.lS,-I-.;rO ,-c..C'-"_- _._....... ' ( 'i' ij. a' ..,! c--o-'~'"- ) 'j.~t,.,;' , X' ,~ 10 c o ~, ,,' ... - I o o 32 X 10 ...- o ,- o .. f1 '-Vi ,~ -1 ;j ( 1 :I ~ . ... ..~..__ -0. .!:;;:~.b3.L_~C3..Q.___~_LoZ--.!L9.8B~Cf.:i.2?1-----~------._._-.-.1 ~ ~ 99 gs: / </ / i ' ~ ~ --......--.-....-.-.-.- ./:;/&-+--{)8 ,-..?o8e--.---..-.------,-------------.----.--...- d g _.__..------/;:,J.2:LJc..2,.-:85..6--..-~..?T~-'--.MLJLZ~'3?I-"--...~------.--...---\ ~ ~. bl C; -f- '2.5. fB. 77 /0/87, f6O,7 I w :I: I ,___.._____...._.' _ ..'_'__ ._.__"__,,, . .,...,...._....___......_...'_. ._______ -'- ---.---..-.----- --.------ .-. ...- - _I -' I- ' I ~u. 1 !!~~-==:-~~~~!~~--~~- ~~:~~~~~ :~=\ a~" (c2.3-f $7. /2.~1 /0?-fc2.lIb7 ...';1 g!:: ,.--..---...-.--,.. ...-..--"-...-,...-,....-..--.-'----.- --,-.....---.-------,.-..,-..--...---.-------....--.---..-.- ::4 w w . . :'2~t, ' i I =i~~_=-~~:~;~~~iiii -;;!ifj~iJ~~~:_-~] z 8L ?..i,9 .\? .. _...___._. .____....,...c~/. ,,_ _ .....,..____._.,.,._....:_.,_______....._..__...._________.___,---.-.----,..-.'-:i~ __.. _....,_.___. .__ .:f:L?3,-Z-3. h___,_._._..B::r.-:!!:.,.2.____ '];_:.22_'1...._3 (" '/ ~-,_.----.-----,--.---. .,.~1 ...______...' _ b-i-/2" i31._._____ .__.____!_~_~!,!..:.. C)8-5~~_____________.____._.._.._.~J ._____~":~;~"~-:;~---c?:;.-:; ~~---;l--;i&, ;-------~--I '.-.-;:~~~~~l_~~'~&~';_:~:=~~~._~"'~.=.~.. ~~59~- 0 '182 =~:~---=-__-- _=--=-~='~-'~:i'~I;;... ,_, ..., .../.;?.:I,-c:;:'-'7.. 80.:::::_,......._____..._.._.._.._._,___.___._._,_____._______.__--.--.---..--. ;;Y . /.3 I'7:c' ,.PI /.....____'13.'J.::'...~_I-a.L6..2.~/_8:z.-.-..-.-:------.-.--.--.-..-.-~.'~ I.S"+'I("', '/?6' 1:2;2/2.,t;;-.~/,/'6 i .,. o . . .,_. ~ ,,"'~'.'_""'.___T'__"'_'_' .~..~__._~,_.._~._..~.~-__,___._______..___~'~__~__....._'-..-----. o /..':---":1$9. I{d .,7/,. ...'1 S..?__...,_....:3,.t.,~/..:(~~..iQ/~ ,/, ._5Y3~.,........._... ..-----.-.-.---..-.....-...---. I'/-IE I,... /..9/, . ._____._... ..__:.!..~li /.:,..?~,t:(....-..-..,---..--------.-.,.----.-.-..-. {' - ......- ---" - -." -.. .,..- .->~. ,'."... ".~..",- ,.~ ,--,~-~...,--..,..._..-._~_."._._.,.<. ......'_..~. /8 ./..:..:.r.... /"C"' ";:;'"/,of/? I. :7./? /168/ .' ../ '.~' ." l':".._ ,. .'O'?I,;. ....r:.cc._,.;;(."...._....__.._...........__.._.....___.._.."" /;? 61 7, ,2..(15"1' ( ., TOO - 0(-' - -.........--.- o r , - l_ _...Ll.1.. I:l..l ... 10 LldI- I - o o 32 X I 0 ~ o - o .. '/p{ /2- if '-/ u p'P e-~ I-/(!) 1-1 -KDAb ,j' " I ( ;112;/91.., ,-4'~ Z <( . J:1-- l-aJ 0: :::;, <(:;) Wu -'0 Ua en w'l r::JJ: -' 1-' enu. -0, W ' :::; >-' <(t: 0:-' u.<( !a5 J:w 1-:1: ZI- ;:0 zl- WW, ~ 5\ Uen 0- a!:: Ww :l:u ~t5 Z wen u- f=~ o Z o H. E.5. 12.2- .-.-CO-fl_&o._&___.__.____.__.___.._._____,_~, CONe, M.6N, i -.------------..---~-----,-------.-.--..-__..___.__..l Sr.4 1"",.5+ 7'9.~ /' I _ _..____..______.,..__._~~~I!2~!::."C__.____._ ~ ~------------- -~~-~:~- -':- ~ - c~IiJ.~---;:E~- -----:~-=- --- _=1 ..------------------...-- 0-;:--.-..'..--..----------------.--..-.,--'-----------.* ..__.._...___.____._____.__,____,__,__ ~ . it __~~,,~;:;~2"---___ ~'--~-=- ~~-_ _--:--=_-=-:: -~_~ _m'_. J:.D.?--.....~~t==----.- .iH~7t~., -.------ ..}:r.._______________._ -------J . --........?,I$.,.t.:.?,-:@==--~- f--iJ ~--~?:-~/O- - ---.---------- -,'~ =~~~~~:',f~-~O-~~~i~-:-~~---=jl ....---...----,.. f~--.---..-----------.------~".,-- ~-..-~-.---..-.-_..---._..----.i ~:-=;-~~?~~~~~==::~~~~ =~ ~-~I==----- -:~J ._.__ ~r6..__~ ~:-i...:22 .91. /'1,l>b'T'i:7: yo o ( --~=:-~-:~~==-~-~:~~=:=~~~===l o )) l I 10 .b.. 21::"H _ _ ~ (~m'_ 0'"'""'- c- - - ..i1lI!lI I o o 32 X I 0 .JIIlI.sJ 12ih....-.d r o - o .. X,p I ',2J/I! C9(JPE.:: k:..., f!()!-( -f(c....:,fl) '7/ ~ 1'<:: / /7'16 4;9// (' ------------., ---------------..-..--~-.....-..~~~.,~----"---.-..-~-------------.--..----------f ~\ "...,---'--.----.--.-..~....-.--,..--..--,-.---..-...-....--rriL~___..._, .-.-.--~...------..-,--..-,--.__.__ _"i ~ . .cc-.--..-'-=.-.'C..-.,...'.......,.....--.......-,..-,-....----__-...-C'" ,~.;. ~"'---"-'"'' .. . ,-..,---,-.....--...-.----......---... .-.,....-.o' -,. ,- 1 ..--ty" [:~~:;~ ~~;7 ~..-.-._-_..~. ~--...-.-.,..--......-.----~=~==~~=~~=:\ -'--'---;$--;':;:"Z'Z2":;~;;:>. ;-;..~--...--_.- ~___.-L..--;-"'A', (p ~.Zv... 2.0. "30 .... . /00 $''l': gb.7'1 . ~ ,4<"4'1:> i _._.___.___.____L~9..2~:..L.7~.___._~..-----.-...-. "7 --.......-.~e7't>o_'_-l:..T;--L()D..J3_q.Z.I-Q---~...;t -- -==~"'=~-:~=~~~:~~~-i= .~. ~ ---~---~~-=J !. ~:-ii \ t, ~ .~ .-~-=-----=-~~=.==~r;:.'==~:'"~~~~~..:;~~~::~~'"."~;:~~~=::=~~z~=-=.-~ .==-=~-.=~-'-'.-'....:~-"..."~ , .~... !~ ~~.-~~j=;~t~~J!~=~~~~--~I~~~~~~~~--1 ..__._.._._.___.I,il ...____. n'_ .____........... ._.____.___..~~~~~~ 3.~~-~:~'i~-.:~:I..~=~}~~y~-.- ~I II" . {j'.I(Jc., t'Ot.. I 110" I 0 -" I ,': rol.'" -'.-'---'--'-"--. ..___.J.. ..----.........-- ... .------- - .--..------ ...--.--..------.----------.----.,--- ---.. ~ II -.~~-.-.-~==~~::..-::~.-:.:.==:=~~~.-:..:.-.:-.-.~=.:.~-::.::.......:==.-.=::~=-==.====-=:=~~-~==.=~:~~-=.-"l "1 "'._."_____.___~_._~.~.._~.~..'..~.~..__,_~__~"..._....__..~.,..._. _._ '. __..._.___.._._"."~.~..___~_,,,..~__.~.._.___,_..~.._._._______~__._'"_._.~__.____:.,..._....__._____~______. ~,:l z <(0 :l:r- r-~ ~~. Wu -'0 ~c ~~i -'r- cnu.. -0 w>- :;r- ~::; u.<( !Q5 :l:w 1-:1: Zr- ;:0 zl- ww :; :;).' :;)c' Ucn 0- c!:: Ww :l:u 1-- !!::b z wu) u- i=~ o z o ( -l 10 ("- 0 :: o ., ~. (' J'. _1IIlIIllI~ I o o 32 X 10 ~ l~ ...-- o .,~ o .. >'1:. ,: /.2 Y-Y " / ()f'/JE . It () j) ..-;-::.>'r ('- c A_~ ~2/?,b 4;,-r?) ~ -----~-- ~--- ~ z <( . :1:1- 1-15 0: ~, <(:;, Wu -'0 Uo ~~j -'I- enu. -0 w> ~I- <(- 0:-' u..< !a5 :l:w I-:I: ZI- ;:0 zl- ww ~:;,' ::;)0. Uen 0- c!:: Ww :l:u 1-- !:!::b z wen u- -:I: bf- Z _..~.-_.~_.._._-_._,-,.__.-.__._-_.._.__.- i 1 :) - - -.------.-- -------------- -.- ------ -------_._--- ~ :t ;":1, .~ ;j ~.i r :.:~ e.... (~}!!f'. i'yk, ~. ._...,___....,_.____._.,___._, ;; .-..--,~---.--------._-.------- ..-------------.---t---;-----c-;..,;;7<L-.;;g--nNri:\--.---- q: ---====-----~==-=-~-=~==tl -=fEif:l!!!:!- --====-=-=-=~==:l --.---- " I f L~ 55.9:::' ;'4 -=-~==--~~~:;.tJ~. ~j~~-----==:~-=i .....--...-.-.--.-. ----..-~~--'~.;... :':~~(']T-'''.7 ..~ r ~~~_.----==.-'-~ - ~-'7-_.-._---.-.--.i;! ...--.------.-..-.--.~--_.!<:-.:.-.::.-1Z::.....:-~.-...-:=.--- .. ..""Y" //3~ . I 0 _____...___,__,_.... i-~.:_=-:=:~~~~~:~_ ~~'/:~~"b1 . .;<T~-~..-:.-.~~~~=~~...._...,------...;~i .. - ' ~-. ; ~ ~ // .::;.0;, ;~r- '~'~"'~-"IJ ., ^ II' ,,(' . . '" ~ - ______..__.____m_. ".~. =-~~~,=:]==-;=t;~ / ;/~-~~~~~-r:---=-----m----- - --- .~ .1-.' 'UaD f.'C:.' ~.~(.,,( ,4 .. "S....tC.P_dw_:.AL_______...._.___.________..__._ <.il ~-~ ... --~ ~-_.'~ ~ ~-~~-:~ '~~~.i~::{~>~ . _~t:::.__. ~i;;::;;~~r~... ~'-\-..~___ _'___ ___.__ _ ___n_._.___ moo.. __ . ..:~ II' ~,./ -r~ ;;.cz. ~/8' ~'l\h~ /:I d.'/. {I - Ie;" ..~.9-f?rfrr2.L--. ----.--&f-::.......l'--....--..----- -.-.-----.--- -....-...-.--. ,.';1 -..- -- ...---.. ... .-- '"t--/ -;;- ----- -, :..{.:::.::--- - - . ~'~ \~ I. ' --. -<::?:l. .Y.... _____. . __.,_...._..____.__. ..,~ ,~;;;_if,,~~:l-:- -~:- ~lt~~==-~~-=-~===I ..- .. ~.:~:~'~;~"" _::=-~~.:~;~/"=~~~=-~=~.I ~TA, Xit'-Fl, '/!,> --. - -.. ..-..t.-". ..-; / "I>" '-. .. . " j '17.1:;, PI' 1<1.."..__.._...." . . 1-:__.'3'1 '-'-.:~I~...._---"..::.,....::r::2S_o---,-....--.-....-....--.....-.--,..,-~::.,.--.,,_.-......i -~-~~~. "I ..----.-....-.-=~-ts2~;:.:~--...,::::,.-.-.,. \ ..-.."-..".....,,.......,.,,' "...---,---- ,'-"-.'" ..,-,-.-.-----..~"" ........-... "."'-.~.:::::::.::::. ,.,"t... ..;:, "... ..1..\ ,.,.~,~.i~ ~f~ 10 o o ( ",""""';'._" ( 0 ~.~..- : o~~ i' .L. L11 I o o 32 X I 0 ...." ~lb._ o ,- o .. xd (2-'-1'-/ U ff E--tL /-!() f-f ~ ~(b }lJ2&b ~-,d..6 Z <(. :1:1- l-aJ a: ::!E. <(:;) wu -'a Uc U')w; ~~l (J) u. -a w>- :::!EI- <(- a:-' u..<( ~a :l:w 1-:1: ZI- ;:a zl- ww, :::!E :;" :;)c\ UfJ) a- c!:: Ww :l:u 1-- !:!::b Z wen u- i=~ a Z 4 J J '1 '" --~ ,_._-,--,---,-----,--,,-------,----------- 'j ~. 9/1 .::Sr~. /J-+-//. '-7'/ )~ /()c__._, ,-.----"30 L-,t;;r;-'------,-.-..--.--.--.--'----.., il ---.-------::.,==~~,~~,.j.")F:--~- _ _____.~~_=_~~.:~__~~_____.__=~=i~ ..----.--.-... -'.---'-..-- .----.---.-.-; - ---~~ ._--_._---_....__._~-~----,-_._-_.___..__)I~ _.______.___...____._~~.._ ((H9 J_ '!...~.____L1i' ~ _Jt.,'?~~_sm. '~~'r~ '/; ~-=~----------.----'.i...j.~...... ~_.__~ / _. ' 5'b'''VJi,* =-~~-.=--=~~=--=._~.--_.~=~=:==:...=-..~:_=:==..=:_.....--._, --=~ ,_.=------.-.~~~~~~~----_:==--.~~-_...=--_...'...~~ -.----.-.----.. ----.S=r;C7b....-g>T/;Tlr7-.-;;?' :;P r---3TJf,- /o-l-Z) 7,95":r----.----------.-.);!~ ,_,__~.____, ~--,-!.6'-603'!:\~-'~~~~~7<T ~."__~_____~__._~ ". ...~ .-:====::=~~~, -~~=--~:='t~=-=::-------:---=----- '~-=-=:::-=I o 11) f\\~ -~=-===-x~(C:~i~:~::~~~~=-~===_.1 ,..___.._..._.......,___.._4.~~:~~~:.. ~I~,- .___._..._.._____.______._.____.___.____.._.....___.__ ;'~I: /~ ~-~~:-~~~-~~::-~ -,~ ..- .. .:=-=:-=-==--=:=---=~=-===t .':---: ...:---~:~-:~==:===~-:-=====----=:~===;i . ,.---...,-,-,-.........-..-.-,---.,...-......,....-......----.,.._._-_..._---_......~ C' . '-..-..---:-...--------'-.-----.--._____.__.._.~___.__.__ .__fL.lif..5..__./..Z.z.. .--"..---. .- -.-...... .....--.--'...-.c--,--. ."..c'-'-'-,...--.-- ---7"c....'c-,...-,.......,....--...-..- 5TAI (-fOO, 7 S _ ..._,__._:._______..__,.".._,____..____...._.30..',.I_T...._.__ ,_........__., r o o ( ~;; ,-, ......"'.._.. e.~"~"~,<<_ ,," '~~,..._,...~._~.,-., .*.,~...._~...__...._~___, '....-.~.h..'._.,_.~._~,,;._~_.~.~.,.,,: ~~ ' .. . ..._"....,._-..._.._~_...- ".,-.-..,.-~...--._--.,----,----._,.."......_-, .-...-.",.,,' ii, it .,.".1.....,....___.. ., ( 0 ..-f~ [ o :) (~ 10 I o o 32 X I 0 :,~ ~ z <( . :I:I- l-aJ a: :::!:, <(::> Wu -'0 Uc ffi~l -'I- enu. -0 w>- :::!:I- c2::::; u..<( en:;' _0 :l:w 1-:1: ZI- ;:0 zl- ww .., :;" :5 C' Uen 0- o!:: Ww :l:u 1-- ~b z wen u- -:I: bI- Z ,.. o o _. ( .. o o . ..:_==::=~===--=-=::.~-_:=: ~ :..10 o :) t ('~o .....dL1L..UU 17 J -~IILL --"'- .1 c ~.J:::. - I o o 32 X I 0 l:. ~ ~ ~ o :~ o .. //. --Iii _ c SG_BtlIJ'1llt:AB .... ..tp_1!f~'" IfIJVmWB.l? lD/@)Q !l~a SECTION 3'0':. T. 27 ,N~ R~J~'t_W. W.M. . JEFFERSON COUNTY. ,:: WASHINGTON, a;.<,~ ..', .;r:~r<.!:; ~" ; , fCALE I/n~h ;o~~~~;.'."'''' '.'. ..":.. ~ !J (~..~[~}r , t '.' " . J ~.' l.~'~;jl- '. '.t\>;<\," . I _:",':.),'~,' ,}:;;::t;~f:'i~llf:i, . . ::,:;,' ~ ,.: '. ! - 0.:.., ..~~ ."I~ ~~':" . '. f~ :': ~. ..-";,..... '.':' ,..,.. 41.e.."-""....e. . . . '0' '" :l'"i .~j...,l....~..: 101f"" . . ,"1- ... . . ... ':.:..':~ . - ' r.!~ . ,.. It) . . ..~ )..::~./'" :::': . :/.......~/.'I'IlIJ'..... . ~.. ..\....{:.~ ,'. ....:,.'.. i;;"'W':.: ,:!.i.t:..'u~, ',':'1" '..f....;J.,,~'l,,;.. ~.' . " GLq~N~';trl~'a8.~i".l' .. ,:.:.,..~.! .\~i:i' ! ,.:" 'i '~:i ",~,,,,,,,,""'J " .' . ,.... 059"dE48'f!" . " '.. /',Q. ..........~ 'J'~ '. '. ~..'~.;:1:/'r~r::.:~~~','~..: :.' ....,..:.;C..:/~J:...~:~l:'.&.:..~'. "'t:"~,,~.~J~:~~r.~ ...~~~ .,..J...\."...I;.~ .',:,',<Jl. . ...;..'.'-....1 :. -'.<"1'" ~.-.o'.~.._,._.. ,,;... . ',' .".'fk~,. irc"'l' ;.. _'....w-.., '. C> 'U'1JilLtC'Il'IIl..',.,.. .,~ep,,' 'r . ,,0'. .~ ",. .', ' ~......c...."...'.........>:r~'+N r '::~' >""Co',-^l'&' ~4"" . .'. ~:. .':.....,..r,.,:N~\.,...' I~~..;. . -~_, "~.',.... s '. 1:il.@~.',,~lI 9'''. ' ,....". '.: """""'!.H'1'~' ..,...f.l '" .,' "l~~'" , . ~.~;. . ",,' &oCJ t.~ 'I,' ", ',' '.~ '. '. :....".\..~...~~,j~/" ffl;'I""" "f':"" ", Zt:). & z.lt o,ti"c.I. ...:.... "'c.., .,.. ,1~,~.;.~.,....lil': ~ ~.., ~.' ~ ..:~l~.::.{:,~:5'i':;:./.~~'oy .," ':~:.~.':''1-~.O~':\;...:.,::~>.,:,;.,..::..(>. ,::"~..~,'..B-' ),,'/,,;\:,'r~' \6;. ;;;'::':~ . t' .............".~~~ . tj,I,I' NCJ~lH ~'1.(ja,~ti..~ :, ..: .~ . . .~; ...... ',' i: '.,... .' J' .. . . ~". ;r"". ~ il..'':~:-:,:)(7. t '. tl:.:." .. . 'j ':. ..';::::...;:.;-I_....;:.~ N(U..~O.II"L~O.~:.~I:..:. .! ~ ...h..'\.~.... ......:. :~.r:'...~ ',:;..';.::.." .... :: '\"::?;r:~',~.,;' . 'f~J' .:.:'; t"...~.r...'~.., G""\\~~l"""'''~CH ..... ",\', ..... .... ...'1 "\.... .'" ;,..,~....~:., ry... ~.. :..".... .... -i ""'".li;I".lJ''' "'~:'::,:,,::""'.':~"":,'I'. :~.'. '" ::-" ~,:~:;~r:'t" "I"~~~~.:I;.,.,. :' '..,.4:.!_,...____.~ ..591:#. .. ,. '," ,'" . . ...' '''''". "., .... '. ,.... .V). .,?lot~ .t~.. ; f..'''if~.:.' .. >,fi~'~"'" ~~.~~~~'~M :"~". ' ,',:.,.,; <~i;;Jk; ': ~~~'<~>:.: :k~~~'~..: \':"JJ/fk~....:};::~;r~; ':.i '.:~ ':'. ;"'." ..,' : ',; " . , " ',':t.;:, . :,,':', I'.!-~,." 1ll:L~1lI!l. ,'. ~ ;'; : ~,;.,,~. 0. ,=--.-,"_.~~; . , ,:,,:'::: r:.& ..:..' : '.,. :1..,..... :'.. .~.;: ~.'"~~~.{~.:fJ;t:.~~.." . .. '.\ ". \.. :r.!.:~~.,:,::.'~.:',.. ....,:. ~,C." ',:':~ 'h~:~~, ' ::" .t~' " .', ,.,..,.~--_...._-,....;,.....:...~...g-;;.~..-..,...\,.~~',.........._...._~.........,.,_..Jt-......~........ -r~_~'J,............................ : '.' /:.{:.~r:~,:/~,': . :" ~i -. ~.~ .:~;.:....:_;.~.::~: ~ ~1:~~~ii::'~W:,./'::,.:':: :'.:' ,~{ :':~;_: \' 3~,:'~i ...:,-~ ~t'i-':f~J~ ':'<';,.:':/; r:~."/ ..,. ,I ~'-c' f\L.n,.:e".!.,.tr:.:~or.r"'t-r...i~ ~....~.;.ijS~J',~~ '.' ,;.. ..........".~ '-.' ~..tJ ""~ '. .13, .' ....,....... 'li!t>:'1~::':'~"'" :~, !oW'$"lr~ ~"" :,,:,,~,,~(,:.,r f(lt1M.AftGUA[NTa '.: ,~. '/.:\.:..::'" ..~;:c.~ ~~.";.:...:.~ ~I:'."...r.~: . ~.k:.).;..:: '~:,: ,~ ~ ':-~-I_"::: I' '::';.";i~;:f\ :~f'CJf'T1ClN .1I1"'.1T ; ~:"::"'" ,8 ~ :' %{' ".' f~ :\''..:' I'~"":" I ...~~. II~--"",-W""'" ..:.t~)oo"~,.to' . ,~' 't'..:.. ,., ....~~:"...,_.....""..........cw: ~ " ',~'''~',.I'J!',jf'l " 4l!~.-.......t:":r ":...;~~.'., ','" t......:. ~~.,..,...'''''."",ff,. ~ . I ".".. P.a ~ ,'.' '. '_.......,..1 ...~I.I . ",',1"':"'''-' .' '.. .-:::J">~'.;o., :.~ le..,~:' '. J "."';''''-.t:.,( ,:~ /', .. ',..'.-.t.u, ""~.;~~6i;..c"': . :::":"":::f.:::$~ '1.';;""';,;1~3f"""'te'~ ~:, -:. '..: , w..o ,'.~~:W"~ (of . ... ...... , N~:f ~ ; .;.' " . .,.,.",~"'" ....:~;J~':fJ...., ,~~~~.. .... "~,,~.: ~r-.,,,,,,,It..:.t,;_.........'''- ,'. ':",",;~\:' '. . . ", :.. ,. ...:......~~.....Jr..\~..,:~. ~l~..., I.,. . .~''"-..._-...- .........._...-r.."l..'T._<..-............__.....-:.s_..,.._"'-"~~ "J11St:' '~"""..I ~"tr"'""'<;,!,,, :.,', ':.'.~:,:...:'.',i'+/).~\;;,'.. " ".....:.:... .:<.~\;,ri;.j;i;\,;>' :l:\/ . ' .. " , ".'.....~.." ",..' , ,::;;;!:. '.: . ','I .'.' ", .. .-:,,'~j;~~A~~~iw~' :::~;~It~' /~:: =~'1f-u::~r~~~:' :::/A IIHI.WI It.',.,. 1l~//)InoIf.~" ,1,'h.r =~=r::. :::::;:'.',=" .).': i:.; IAitDtItAC;,sOll' '..../I.~/~N.,"" .'," ..,.....' " '\" .'. . ,. ",1'1''1'' :', ",I , ". ".'1' ,,:, <<:~:~'_:,:'-' C-Il'l.J75r:.eT- '.:;'df,',~'~Y ...'. I It'. 0 '~?J tCt'B.,'?-' ' ...;. Z <C . :cl- l-aJ ~~. Wu -'0 Uc en ' ffl~1 -'I- enu. -0 ~~. <(- 0::-' u.<( !!?a :cw I-:c ZI- ;:0 zl- ww ~ 5: Uen 0- c!:: Ww :l:u 1-- !::b z wen u- i=~ o z ... ./ ! r, '. ", 1, ( .~-" ~...'1.l,;..-................ ..... ... C""'~" _......<::1:1 ,-....--...-- :) c - o ,- :';',ld -. I l' I ,j J ~ 1 ~ ;1 I ,i ;1 if i! J ~ J I . -"""" z \ 10 ;;;; -- I o o 32 X I 0 ...dL. ~..M .- ,-- i :syTA'C;ilP Z <( - :1:1- I-~ ~~, Wu -'0 Uc en ' cnW w:I: -'I- en u.. -0 ~~ ~::::; u..<( !:Q 15' :l:w 1-:1: ZI- ;:0 Z 1-, wW' :E ::;),\ ::;)c Uen 0- c!:: WWi :l:U 1-- ~b Z Li.j en, ~~i o "~ Z' , , ,,-1-.' 7,). ;3g,~.:;';'t+3 , ,. , ' . :Lt:iEi.iB. 1'- i' , \---, "'" :_ .L..l ,,\. tEAA-; : ' . I .rsi . ~(~~. s~. ,""',too, :l"'"'" I t o o .( ~ ,('--~-"'~ ~ - u~. - o o .. i \....l._ ,w;""I_"_~ _!_ _,;, .:_ i . ., g6.ze,.,7$,".S-:~.: ~f'", i"'O.oenL.",~..s:.. , I : ; iill + 1:1 I i !. !.:..L,! 1 i '~. : Ul Li I let illb1P,I~elpOfZ""i~ I .IBlpk#o.!~ol'7~! lib [ ..1. --I ...~ .j.,.L !L: 1" i (."j. 1, .I ,r. L' . f' .1.1 1- I 1 : I i.,. .! i.! :f:i i.'1 I . i :' I: I Iii! ],...l.[, t..I,j'ltd'! I.' i.. 1" + ,. I I : : !llZJ47~:./:!:le I$.r. !sj""~I"'J ,G~(.5, .",1: I J :+-1 .: 6+:7.7 I ~~ A 16!,-,!.t4-!" lo'rJ'lor : : i. .1: ,i 11: 1'p~rJ~F'~t:>>! i! I : I/J:. ,.~3i.,. so,of', ;.;;.,;. ~e.~ 'P'~id('fJ I I ! " :: _ J i ' :., _ ~ ,- . i . ,( [r" ! ~ -~.. l i ' Ii' i. i.,.;. ; _jd ;. i i I I !g>/j%~~<96'~4, . I "1"1 ",I , i., ,I I " 1~b'pHI ,~~f; ;/ol~~Y;lm,<! i 1" j"':' . ,- , . '. t'" "I - : -" ~. .' -, ,.1 i . /;t9, '66.J.,6"o:f-.5" s,f.; Iii I, I . : . , : i/),t;:763 'M/~ ' . i i :'.: ,~:'"',' <f)~~ .ft"77. I , " i! i: ~""~'iIP;."..I",I"t"J' " I ''':~I,,:;;~:':,:..~:!:,.:. .".\,;,..1 '~' ,10 ~ lJiIlilil\lIiIjInr/;ilJ~~1A "'.dii," ~~"";.;;;;.....;....!.~: I .", o o . -__. i I 32X I oj ~,' ;',;' "M:.J , . . .. ;', I I! i i J ~'~"'~l*~i!..'~~~fi~!~i~j]~,~!};,,~..~):~~t q~,,"i'u.w~uil o .- o .. ~r"'" .'\. ""r' i",. ,4XiC;T/;I'/C.i f j ~ ,. ,~ ."" I . ~)1E:ET I, Z <C . :z:1- l-aJ CC ~; <C:;) Wu -'0 uc ~~ ~I- enu. -0 :E~ ~::::; u.<( la5 :Z:w 1-:1: ZI- ;::0 Z 1-, WW, ~ 5\ Uen 0- c !::, ~ ~~f I- i=' !!::o Z wen u- i=~ o Z o o ( {C"..'"';__l'~'" .~-"" .... ~~l~ :.:. ~.~ '~.~~"' ~'. I o o 32><10 ,~., . ...,.. If' -~- lI' o (-- o .. ~r'- (/f'P",f< 11011, "eo,.&> Z <( . J:I- l-aJ a: ~, <(:::> Wu -'0 uc en wI' ~i!= en u.' -0 ~~ ~::::; u.<( !!1a J:w I-J: ZI- ;:0 Z 1-, WW' ~ :;,1 :;, 0' Uen 0- o!:: Ww J:u 1-- !!::b Z wen u- -J: b.... Z 6z1 C'- Co, o ,/ o 3 . ('~" 4- ! i i I , I , , I I I , i I I I, : I ,: ~,i iJ I'! I. ill " !~Of ~ !~ ("O,M\",II\~ I . I \ 'I III : I I, I 1 I I ~~}~t'!:-')'~',:~\f ;/':':', ':"~'<\~,c-<,J!7 ""\:.,,,;i ',', ' 10 I i l " ~I i 1 : I iZIO~BO+~5 ! : 1)'! j i ! A., _ ~O_ .~: .. : I : ; I ! N~,)."/At. .'I~7'r! Nil :C'- ~---- ":>..;.,""il '~~r'~;'>j,':j,'~";:~r"" """".,0". I o o 32xlo o ,- o .. y'''' z <( . :1:1- 1-15 ~~, Wu -'0 Uc en W', ffi:l: -'I- enu.. ~Ol ~>- <(t:: a:-' u.<( ~a :l:w 1-:1: ZI- ;:0 Z 1-, :g ~i :;,C\ UC/l 0- C!:: Ww :l:U ~t5 Z wen U- -:I: bI- Z o A -, o Icdl 'Z.o, ./ '-....:z.~.1 "- 10+97,1'17 ( c ~ I .',. t', 10 :.:::Air:;';':;;;;;;;=:- ." o ----LlJ.M.. ~ IIIli. ~ ~;..: ;l1Jl .blI.Ill!l I o o 32X 10 o ,- o .. (_.._"'-; _.u_ . ~/:- ! t,\ ,\~l !V"J to', ' , ,:,\l' 'x' : ... JIol< ' , , : '~'_' '", .'1"\1!,oil>, !' :~ ,~, ~,' ~~\ ' [J.~L :~~j~!jr: ; '~~~tjlf ':.. ..... _.l_.. z <(" :l:l- l-aJ cr: ::E, <( :;), Wu -'0 Uc rn . rnW w:I: -'I- en u..' -Oi ~~ ~::; u..<( !Q 5' :l:w 1-:1: ZI- ;:0 Z 1-, ~~: :;)c'\ Uen 0- c!:: ~~i I- i=: !:!::o Z wen u- i=~ o Z , '.' "'/6+',.i,;;1. 4: i~+'.7o~! -., I !' I : ' f' r i , ! i -,' i : 1 i_~ ,,~~il6~77! i '. . , ! Tii ~" tjeJ !-h,' : ~\<.., 'o:""f......,jj : i ,! i j , L , I. __l___~ _ _ - j. _ L...j,. III I <:;; 'J76'e. : I -r i, -}-. t'l o i , I \ i I ~,~\!,:f>]+~-iiH-;+ ',/0/ ~!~)p~~~~siLI.l "~I ri 1",~ l' ' ,,' , ': t, i,", ' I, '1~'r: \,~\\'i}-!-:' -!: '!---~- -j"i.! ': "r--- [' "1 "' i ..IiIS'"2.7: . i I'I/~ ,.c.t,l"-" , ' : .\ . n-.:.: ,C~. ,p"*' iof: :': :: t I \ ',....iif-.J~ ~!6~j\,,/r~~:i i I (::\,~1,' i:~ ~,'.c..~, :,v.;c. I, ":i Ii "-.:\ l ' t;"2 i : I :! i~_~,~~ " . ""1'-\';'-';--':'\-"1"+:-' ....- I ! 1 I 1 t\ ' , ,\':, '~i :\~. Kh : :\ i ~ ,~ ; ! ! 1- i 1 I " I , _of : ...4 i," ! ;~..... , " 1 , .1 "'i i ! 1 , ! , i 1+ I t. ! I ;,' ! \ (f:t~ . -- I - J I' ,I - - - ~ l:'~ l- i : i 1... ,~,,_,: I ! i i, I I r-' I I l' 1 -: ,I. j :0 +, i1,:37~bi I I . 13601 i. ' : "I o i. j I o 0 ~ . '..(~, ~L,,:!"""C , _> I I i II II : I :&1:.". ',. '1'~",",~\~\'~:(r!V'\"?~\i';,~):; ":?'/i;:,,\,"1it'i"'l :,;'I';')'l<'1~:" \ -r:- i I I I i i Ii! Iii I I I II ; II I I I i , I , j" t' i I ,I I I II I I III It , , I , ,i ' i I ! 32X..I.o (",: . .- Z <( . :1:1- l-aJ a: ::E. <(:;, Wu -'0 uc en ' cnW w:l: -'I- en u.' -0, ~~I ~::::; u..<( !Q5 :l:w 1-:1: ZI- ;:0 Z 1-, ~~I ::;) c1 g!Q c!:: Ww Xu 1-- ~b! Z wen' S1 :E1 b....,! Z ;r"" , o o ( ( ( o o .. JAN-24-1996 09:33 P.ell U1"PtF~ IfDH - eooT~f- ~~1'G"~v lie ~/.q", . -l-tJMr,'c9N ()F ~Tt. h-~. ~8-1) 69-1) 7,,-1 t~l-~ f!HV ~~. ~ ~/I\J F<*AI~ c-pp,vu 1~e,Z I Pi!"'" ... ~ ........~&5....&...~ Polnt/Point In~erse Oata tile UHH Point Be....ing Oi'6t..nce St aU Ofl Northing Easting ---------~----------------~-------------------~--------------------------- 6810 0.0000 314540.8967 IZ12Z95.1910 N 80 11 27 E 452.1744 6910 452.1744 314617.9318 IZI2740.7550 S 87 52 S2 E 491.2039 7010 943.3783 314599.7699 1213231.6230 *,.................. Point/Point Inverse Data File UHH Point Be.... 1 no 015 h.ncll Station Northing Easting ----------------------~--------------------~._______4_____________~_______ 6810 Radlu5 Point 6910 Arc O..te: 0.0000 314540.8967 314617.9318 1212295.1910 1212740.7550 DelhllOHSI 191 SS 41 ___ , ,. ~/D /'II'~'; 4-1 ~5Z.,I" c.ltlO _..~... '~ .. .:!.'!..!i:" , 'I.z.~. A'~ ',,4\ "&10 "'II.Z1& (,J./D 7010 .82 t;e. . I o o z... ~z.- ~~ ~ 0191-"'''''''1 ,~.' .32></10; /C~.}.- .' . ":) : ..... I,t' , 17 .- JAN-24-1996 09:34 , Urra ~#- .. ~J.)Tfl.I:1f., R~~vt:l!.~ c - loC"rnolV GF {!.f)1.J7~' 1>,-,. 1>&-1) 6t:t-1) 70-1 z <(' :1:1- l-aJ a: ::E, <(:;, Wu -'0 Uo Ul ' UlW w:I: -'I- en LL' -0, ~~ ~::::; u..< ~a :I:W 1-:1: Z.... ;:0 Z 1-, wWi ~ 5'1 UC/l 0- c!:: ~~1 1-- 1-' !:!:o z: WC/l U 5:, i= I-, I o .. Z I , ( ".'f"".- , '0 o ( Point/Point Inverse Point Bearing -------------------------------------_._----~----------------------------- .................,.. Data Ftle UHH Distance Stat ion o o P.02 'In I'll:> !1f!flJ (#) 6R'........,.,D 'F"~I." T/~> (AeL ~ ~~ 0.0000 - N 82 57 31 E S 85 06 35 E N 89 10 20 L 1514,9070 Northing E"stinQ 681 0.0000 9961.7708 9791.1946 N 82 57 3\ ::: 452.2334 691 452.2334 10017.2076 10230.0172 S 85 06 35 E 49\.2885 701 943.52 19 9975.3271 107l!l.5174 ...I~I....'I....I... Point/Point Inverse Data File UHH Paint Bearing Distance Station Northing Easting ..~ '~~~ ~'.;;.;;. . ~----------~-----._----,~----------~------~-~------------------~~------~--- 691 Radius Point 691 Arc Data: Delta (lltIS) Radius A,.c Length Chord Length Tanqent Tangent Point 70\ ..~z., t~' A~" , be-I 9961.7708 9781.1946 10017.7.076 10Z30.0\7Z !l975.3771 10719.5174 , .." ''1,0 $15 Ii · ~ ""''f/, 2'; I "A" __'-';". -q~"i,~i-'- ",,------, -- . A -,.. I TOTAI_ P. 1'12 .c--......--.. i' . ..0 M~.~< 1"" ~ : . ". ',...," ""~_....,,. I :: t~.~~.,_el~i .t~;~,~fJ!~:.~~Lk:i~~'~ ~~li' ::":;:Ks~E1 ,c:IiJ"..'. I o o 32 xiI]: ':~..IiI~ ......... .- o .. "'. Polaris Engineering and Surveying, Inc. '" 206 South Lincoln Street. Suite 201 ,. Port Angeles. Washington 98362 ,. (360) 452-5393 FAX: (360) 457-9319 JOB NO.: 95163 Z <(" :1:1- l-aJ a: ~, <(::> Wu -'0 Uc en , enW w:I: -'I- en u..' -0 ~~ ~::::; u.<( !Q a' ::;:w 1-:1: ZI- ;:0 Z 1-, WWj ~ S1 Uen 0- Cl- ~;:;:;'. I- ~r !!:b Z wen u-, -:1:1 bh: Z ' DATE: TO: January 25, 1996 Jefferson County Department of Public Works 1322 Washington Street Port Townsend, WA 98368 ATTENTION: John Wayand/Bruce Laurie FROM: Vit Liskutin We are transmitting the following Items: []I Attached o Hand-carried o Under Separate Cover DFAX No.: C PROJECT: Upper Hoh Road Washout #X 01244 Caples Pages Description 2 Prints 1 4 ;.,...-.,. disc I I \ '~ 0 COMMENTS: Topographic Map Claculations Drawing files for Upper Hoh Road Washout o ( cc: File IN 95163 ~t!!'", IJ~S/~ "C--o-:'~,." "",.' ,',' , . ~" ....' :~=:'Il ;'TC "'ri~J~. o \i'"k". I " o "'32Xlo,. o .- o .. ~ q5"fb''.:> '.. VZ4/o,Cc. tt CD L-/~f?,.+tolf &"m: ~v; (" ~~f!EJ>~"f1!::.?f1:;. . (:,,1,"'" '.' ','1 <" .,,( ',~ ON :F1G.t.-.b -'t"I~S 1\1 'PovJA.~js ~ ."'<;'.To iHE= ) 1 , . (l'fpf,~)p.l-lpO"I' I>rUP 'f!jl\J ?tnW~ 0; or. I.JOTE'~ "l:"a.""'I.oI1SE~ l'c'l 'PeE. 111f'2o 1'1-/", \ <;'1AP.lIet . Oats File UHH . '. :~,1, Z <(' :1:1- l-aJ ~~, Wu -'0 Uo ~~'I ~I- en u. ;:;:;01 ::E~, ~::::; u.< laa :J:w 1-:1: ZI- ;:0 Z 1-, :g ~,! :;,0\ UUl 0- c!:: ~w I-S:! !:!:b Z wen U- -:l:j bl-..\ Z , ,I Point/Point Inver-.:;e Distance Nor-thinQ EastiOl;l Station Point Bear-ing S81 0.0000 8861. "f708 ,9781.1946 N 8Z 57 31 E 45Z.Z334 681 45Z.Z334 10017.Z076 10Z30.017Z S 85 06 35 E 481. Z885 701 843.5Z19 8875.3Z71 10719.5174 S 65 5Z 13 E 418.6800 711 1363.Z018 8803.7S08 1110Z.5Z70 S 81 31 13 E 450.Z100 7Z1 1813.4118 8737.3738 11547.8154 N 66 53 38 E 370.3500 731 Z183.7618 888Z.71Z7 11888.4556 N 5Z Z 1 4Z E 470.8800 741 Z654.6419 1",,70.Z680 lZZ61.336Z .*********....****** Point/Point Inver-so Data File UHH Point Bear-ing Dis tance Station Northing Easting ( 731 0.0000 888Z.71Z7 11 8SB. 4556 S 73 48 55 E 18.Z800 5ZS 18.Z800 8877.3387 11806.8715 .................... Point/Point Inver-se Data File UHH Point Bear-ing Dilltance Station Nor-thing Easting :,.... ! 731 0.0000 8882.7127 \1888.4556 S 31 1804 E 31.4800 0 5Z7 31. 4800 8855.8147 11804.8106 .....,....'......... Point/Point Inver-se D!lh. File UHH Poi nt Beer-ing DiatzlI1co Station Northing Easting o ----------------------------------------------------------------.--------- 731 0.0000 88B2.7127 1180B.4556 ( S 31 19 4B E 31.7400 5ZB 31.7400 8055.6009 11804.9584 .............,....., Point/Point Inver-lIe Data File UHH Poi nt Bear-ing Dilltanco Station Northing EalltinQ ('--'- 0- _______ ~_r.tl__Ll;~ ~. . - i~_; ~_ :,~f) ~ ~iJ#~;lj!,~;,~ ~., ,- ~ d z '" ~~ ~ ::J~ ~ ~~!5l~ <V)!ll~ C.!l~":LI' 2: :s:- iE, K!'~ ~r~~ ffi~.e~ (/) ~ ~ ~.; -'1-' ".,. .' , l!~) ~, <\,i."''':'i''''t ~ 10 ,~ --'*" I o o 32X 10 "......................... ,-, . , ..... ...- o ,- o .. 526 0~0000 9877.3387 11906.9715 @ i" "1" 5 0S 43 59 IJ 21.6,322 527 21.6322 9855.81,47 11904~a106 5 34 49 25 E 0.2605 '528 21.8927, 9855.E10q)9 11904.9594 ( ...**............... z <. :J:I- l-aJ a: ::l:. ;1j:;, -,u uO 0, C/lw1 ~i= C/l u.' ~O! :;:~ ~::::; u.< !!25 :J:w I-:J: ZI- -0 Iz 1-, w w~ ~ 5'( UC/l 0- o!::' W w! :J:u ~t5 Z WtJ) ~~i o 1 Z ' 21.1 /AJ PG to UJ.tt... .I>I..lL 11. c. .. ~ f,r..o 11. t... C&'-l~. H~",. -/1.- .,a 1;2,.ii> ..., t;l.f >l.e, -""IV (DNJ(; r-lt- -lr- 1 ~()U). .. is."']1. , \ ~,\)\'J I.. ~\ ~ 1'~ v-IIN 'lt11 ""~I(Vo~'( ') ~''G\oq "-l\)~ ~v - ,$Al. Jo.t~ "Il-'t ~p.i.t ~ 11h~ t\.&IJ~- ~~ 'tte~l~l. (5to ') ~ t>>Jc. "'&'-.l V! /L~ ".I!. . ~,o I C;:z,'l TZ'7U 1/.,.", seo >"00 10'32.+. fW"11 ,1I44'e. ;"'''11 N 82."6'4-1" E 0.7"'.7 IO~24-. 172.7" 11147. e(,~"I7 ( Y'" o o ( ~ L.D t..\ T"l' 0,,-, tool, '-~. 'l'o;'''''o~ "fU1-1 12/'-1 PLo\"(I ~ c.5 ~ d z '" ~~ ~ ~., ~ ::>'5 .... cnCl) to om~~ ~5io~~f L')~..(l..~ z 8~ r~; -: c: . r)', a...:;, Int. w ~1I1'" UJ '& lJ,r'" ;$; $! ct !fi ~:g1iiB WN~l::t Ul ~ ~ ~~ . (C:~~ ~ ~::r~ . ~".:' ;I~~' ~:: !. ;; ~~~.,' ~: ~}~ ;~t~~i2;;:.~,;~~S:~,i~,; ~.1:>.. _.dj I I ,<,10 ~.~ \ 1 J I : I ~..:...:.. ..'.".....-.,. , ~"~I'~;':," .j~"~' L o o I 'I /32,xlt;L] d:lSij" , ,- , ",' ( z <(' :1:1- t-aJ ~::;, ~a UO enO enW w:Z: -'I- en u. -Oi ~~! ~::::; u..<( 5!1S :I:w I-:z: ZI- ;:0 Z 1-, wW' ::E :;'J ~Ot U en, 0- C!:: ~ lj' 1-- !:!:b Z ( Woo u- i= ~: 0' Z : , ~r'" o o \, ( :C"'- 0-....- 527 Station = 471.09 Offset 5?7 Station = 470.93 Off set a -:> (.film> ~.) $'f~ I ~''>2.b I <;~1 o,I~11 0"' .\, \ ~.L .~.~r- ,LU *****.*****.******** ***--**...._.*..*... 0.16 .******************* 0.19 , Ii I 0.1'\ 1/ ~ -. lit, ,.1.. .. o o ( (O#t ''''D~') 91"00 ';2.(, .(~: - 6) 9855.8147 11 904 . 81 06 9855.7999 11904.9695 9855.8147 11904.8106 9855.7972 11905.0025 (j 2!: (!j Z en ~~ Sl ::J~ ~ rn "'8 c1if~!::i. ~&i~~ ~1~.~ I~j~ ffi~~~ ~ 2 I o o 32Xl D. ~ .- Z <(' :1:1- 1-(5 a: ;:E, ~:;, -,u uO en C, enW w:l: -' 1-, en u.' -0 ~~, ~::::; u.<( !a8 :l:w 1-:1: ZI- ;:0 Z 1-, ww, ~ 5'\ Ucn 0- c!::' ww; :l:u I- -, !!:b z, wen ~~: o ! Z ' ;r'" , ~i o o \. ,< c c ( " ,526 Station ~ 526 Station 526 Station c 449.30 Offset ~ 449.46 Off5et = -0.18 -0.15 T o o .. '0 \ -0.18 9877.3387 11906.9715 9877.3555 11906.7884 9877.3387 11906.9715 9877.3529 11906.8199 **********....****** 449.30 Offset = [5'0 C<~ ",) I j I 0.16 \ ': .. -0 <;'1.6 \ L 9877 . 3387 I I 906 . 97 1 5 9877.3555 11906.7884 vs~ TH'; opno fl ~ '<> "f ~&e> t \ ~ 'l- "$ :- ~ ~ . \f\ I:) lfl I:- : '.~I'" , ~ ';:';',::-::11:: : ~ ..:.:: ~' ( !..Ate. ~.l. ) a.IS T' -O.:;;'z,1. ::-) ~ ~ >~~~ U 2!: C!i :z en ~~"Sl i?: ,~ d; :::J~ "'" ~ ..rlCj!€. zala!:' <C ~01~, CJ,S.,t .. 2!: !'.l s: ;, ffi :5 JQ ~ ~~i~ ~:g~!B WN~l::! ~ S 2 'c--;--- .....~ ::~~ {!:.' ,~::j~~~::;:::;)':"r-': : >'~'_'~~~ J ',~ ~] (1_.",-" .ML ~LIlo:b. , -, .:-":~~ u.. I o o .. "32xJO; _lill' "B IiliIlIlJiiil r -"l o .':i~~ o .. z <(' :l:f- l-aJ ~~. "'u -'0 ~O ~~i -'I- (flu. -0 w>- ::2:1- ~::::; u.<l: !!la :l:w I-:t: ZI- ;:0 zl- ww ::2::;' :;jO U(fl 0- o!:: Ww :l:u 1-- ~b z W(fl u- -:I: b~ z ('./". t . z.1z-.~r...(,__._ . ':c:.L_.tlPpE~..___HoH_._._..__& .o".J__~IdVJ.5..-...__.___ ___. ._._'.._____/JSs:~.s.C>.(l...:s.__ooR"A-t;..E~,~,-..L-...:AI.I..ff"'_-.&--,'O~.s.?JS.,IfJ.TJ~",._-P1s:;j_.60~__.:._..____.,....__.__.__..c ...._,._ ,__ ---.---__...._,.7Z~,..,JZ.E'i>. '*L.__.SJ!o~ __^.ll_t2.~' _.fJ.tt&..J:::r.-_..:......7:tg~t:t!'C_Ii::.._..._.OO..WtC-__"""ElrtL._..._.. ......-..--.._.____....__...7b _,._$,B.efl!<"_... O..)":r__~___/?trfY.,~_LN___t:'J_V,:L>oJ~St.(If)_ _s-;,'!>L.l..______..__._. '_". 3d~Of I ,,,-.__..__.Rt2<:>I-~j;.-e_._&.f.v.L__::u:._,,_.st=,tl_,lP_.___e.h/5..t;:L_____.___-".--."-.,,.----..--~-..'l ._.."......_,_..__.~_,_(/o!_~~".""M..'CN....._./2.eM.N,~__l.r,1__.l':L!t.:'_/J.I54:"--~_p~_A__.._3 rP.._..wav"L.P .___., \ 1,' . "..,..,_.._,_........_.__.._____.Il..e::.q.~ ,~II&_,...gVy.I,N..6,----/'!'&"'--....../t.PvO(.."'-e1.....,,_._____._..._. _,___".___.._'........__, ...__....".. 1 .,,, .. ,_.._....,"__,..._.~.._R.loop.,-.-"g"Irp-...,,~I!l.6.O'E7Vr..s.-..~-.--.----------.----------...-.--..-.-.---..--..-.-..-....,.-.-.., I ~ oo' , .." _.......___....' ,_c1(."E.R:r:,,__..~ ~._......-__.._.__.__,__._.,~___._.______.___..__.__...__.._.._..........." "_"_"...__ ..j l.~ ..\ ( . ! . "'-.-'-""_' ~/NI'/TC."."I/II._,e:,,p._,,_.. '..." ,----....---,--...---.'----..-------------.-..--..._........_.'__'''_'''''__''''_ ",.,,--' i .-. ,--_. _.._._._~-~-_..-_."'-_.~-~....~._~---~,_.__.~-~......-.-.-..--_.~------~..~...,,~.-...._- -._._-"..._--_._-,_.~-,..__.I _.( r o o ( . ~."'.'-''''!''1i'11W"~~. ,_., ~ i' ) l 0 o - 1.11III11._ - - i o I o o 32 X I 0 - M~ .LM T o .- o .. ~---- ...-"'.... - Order No. 46795-RB ('PARCEL 2: Z <( . :I:!z I- W' ~~, Wu -'0 Uc enw ffi:l: -'I- enu. -0 ~~ ~::; u..<( la 15' :l:w 1-:1: ZI- ~~, wW' :::!: :;,! ::l c1 g la. c 1-' w w~ ~~. !::o; z, wen U- i= :1:, O~,\ z '.( I H.E. Survey No. 122, Tracts A and B, Section 30, Township 27 North, Range 10 West, described as follows: o'4'l' Beginning for the description of Tract A at corner No.1, from which the East 1/4 corner to Section 25, Township 27 North, Range 11 West bears South 890 57' West~.49.85 chains distant; thence North49~ East, 4.89 chains to corner No.2; thence North 880 27' East, 10 chains to corner No.3; thence North 280 West, 9.25 chains to corner No.4; thence West, 10.08 chains to corner No.5; thence North, 3.08 chains to corner No.6; thence North 760 East, 30.85 chains to corner No.7; thence South 20 39' West, 21.86 chains to corner No.8; thence meandering right bank of Hoh river, South 160 15' West, 3.03 chains to corner No.9; thence south.8g0 45' West, 27.94 chains to corner No.1, the Point of Beginning; ( Beginning for the description of Tract B at corner No. 10, from which corner No. 6 of said Tract A bears South 63 links distant; thence North 6.29 chains to corner No. 11; thence North 880 20 East, 28.56 chains to corner No. 12; thence South 760 West, 29.42 chains to corner No. 10, the Point of Beginning. All situate in the County of Jefferson, State of Washington. ;T'~' , !o o ( (~c--; . /t~ . 'LllflL ~- >- "~''', u,~~",r~ Cl I (1) o 32xltl . c'' ~ :.;. L ~-.:.. L - If"'" pi ..~ z <( . :1:1- l-aJ ~~, Wu -'0 Uc gJ w' w:l: -'I- en u...:' ~o! :;>- ~~ u..<( en:;' _0 :l:w 1-:1: ZI- ;:0 zl- ww :; :::l.' :::lC\ Uen 0- C!:: ww: :z:u, 1-- !:!:b z wen u- -:I: bl-. Z ...." o o o " ~.:...~,~~~-_. ( EASEMENT "THE MATfER OF JEFFERSON COUNTY ROAD PROJECT XOl244, UPPER HOH ROAD, VICINITY OF OLYMPIC NATIONAL PARK BOUNDARY WASHOUT; KNOW ALL MEN BY THESE PRESENTS. that the Grantor(s). Marilyn Lewis for and in consideration of mutual benefits, does hClcb)' grant and convey unto JclTcrson County. its agcnts or assigns, the non-exclusive right to enter upon lands now owncd by the Grantol(s) fOI any and all purposes incidental to the reconstruction and maintenance of the Upper Hoh Road, # 914207. which lands arc situate in JelTcrson County. State of Washington, described as follows: Portions of Homcstcad EnlIy Survey (RES) # 121 and 122, Section 30. Township 27 North. Range 10 West, W.M. Situate in JelTcrson County. Washington State ( It is understood and agrecd that the rights hercin granted shall be at all times exercised in a manner which does not unreasonably interfcre with the use of thc property by the Grantor(s), tenants. and customers, 11 is understood and aglecd that JelTerson County agrecs to indemnify and save thc Grantor(s) harmless from all claims and causes of action of any nature whatsoever arising out of the exercise of the rights herein granted. 11 is understood and agrced that the Uppel Hoh Road project described above shall be completed in accordance with the plans dated 1112/96. In consideration for Marilyn Lcwis providin~lI~ccssalY cascmcnts andlor ril:ht ofwav the location and extent of which shall be determincd to complete this Bank ProtcctionIRoad Construction project, the County will provide a maintenance agreement to maintain the rip rap, the cable tree bank protcction and the fish habitat vegetation components; replace pasture fencing on both sides of the light of way/road beginning with comer # 3 of Homestead Entry Survey #122 (as shown on the plans) and ending with Highway Engineer's Station (H,E.S.) 2+75 right and RE.S. 10+50 left; and pay project related profcssional fees incurred by Marilyn Lewis. in an amount to be determined by the parties. Any trees ~ ~_ ~e1J.1oved shall remain the property of Marilyn Lewis; P!.;K; spmce andlor fir trces shall be provided by the county and planted by th~~m Highway Engineer's Station (H.E.S.) 2+00 left to H,E.S. 7+00 left to provide a vegetative screen the trees removed once olTered. During construction, the county shall take nccessary preventative measures to protect the Lewis property from high flow andlor backwater damage that may occur as a result of constriction of the channel. Upon completion of thc project, the County shall restore the areas of the Lewis property disturbed by construction activities. (that are not permanent), to preconstruction condition. It is understood and aglecd that the delivery of this cascment is hereby tendered and that the terms and obligations hereof shall not become binding upon JelTerson County unless and until accepted and approved hereon in writing for Jefferson County, Department of Pnblie Works. by its director or hcr duly authorized representative. GRANTOR(S): Dntcd thisd.... day ofd~, 199~ ~w ~/J'A~~7J1 ~n' ;,~ State of Washington } }S5 ( Conntyof .M,~~} On this day pelsonally appealed before me _ and Vl1~r: J'/.... /. r... '? . to me known to be the individllalf described in and who exccllted the within and foregoing instrument. and acknowledged that they signed the same as their free and voluntary act and deed, for the uses and purposes therein mentioned, GIVEN under my hand and omeial seal this '2. day of ;:'6,' "1199 ~. Print: Notnry Publ.ie in and for the Stale of Washington, residing at ~.,.'t "..,,(-,,~~__.___h ..--...-JE-;J.--- ..---- - . .'_ _ w. , i - MY COMMISS ION F.XPI1U!S ..3...::.!.l:-7.~ ====-=~~_..:..-._- n:l'n:nSON COUNTY Department of Publie Works: /._/3-/9J6 Title: P.lXI,D, Ie. t= . I c , Acct!I!!!;tJ1,"" nf'/'f(ll'cd,J)oIlt!: Dy:_I.€'''C 1.:.',_.....0 -lo.f::.'-7 , 1 -~~...... ( 0 - ~ O.'~~.':.\ ., .':'\,-'.'.......,.'.:.:\. . , .__...1 .. .... ! i i I i \ i ! I .1 , 10 L _' :::...L.:...L1 -IllLl1lllt/l I o o 32Xlo .a:c,"u o ;;.~,~ o .. z <( - :l:f- f-fij a: ::<. <(::l Wu -'0 ~c ~~I -'f- cnLL -0 W> ::<f- <(- a:-' u.<( ~a :l:W f-:I: ZI- ;:0 Zl- WW ::< :;" :;,C Ucn 0- O!:: Ww :l:U 1-- !:!:b Z wtJ) u- -:I: b.... Z ( , .__ __ ._.._.._.____....__.__..._ ...._.____.__11..E.P-1::./b._/-jp tL ly)_-5..Z2t17.c:;"Y/~#-;tIU~jl.,________________; ; ____.. _.__..,____?l'1gl"'::_._BOV.NO'Ii&.y__.:::.._L?.L.~_.Md?._""'__6.3-t..2..7.LJ--~.9 ._____.. ._____,..__..._______,____.___...___..____._._,.__,_____::;._11 + '-~-,-?_e___._.__:___.._,______,_____,_,.,_.__,______.__': _ ..____....__ _....______..k3._f;,7L..._2.=____,._.....___._ '_____ ___..___._,,_..______.____._,________ ___,_________! 11/6.7e .,__..__"___.________..,6_;2,,_'t.1::.s:.t....+..,,_...=__o::t.<:::>_C?_.1!<.1if.~J.(L~~,~.L______.___,____.___ V' o o ..( "......J!'..'"!!l"Itl'e~~_.._ 10 ) :~ o l. o / ~= ..;. LI:\d<ll_ - I o o 32 x I 0 : .::iilil.lJ::L.IIiIII.__... o -- o -~-"--~ ";:----.---. I ,}~;,iii:?:'}r:::' '. : ,':t':~.f'~:('0;:-''';~~. '1,; , . ... tr :'-fN;':' .... '. .~e.c:;.:.lXD,;T/?..-. 2F'" ,A:~~'~~~wtt;"~ki3\::~'; ..c. . '. .:.,.>:;;:o;:~- if:S'0D::.I.:..g.~...':"J(I'O; ~.' J'.: . .1 ~#. t:.... ._,.!~"k~~,;#".:.-r. [, .f;,"..- . . . .' ,. ,. .~.-" ,,' . '.~~ :'.'..::".' -:~, . "":':-;. ~,::-:;<:, . ..,,' :,'-. .-'." , :::-;~'. .. ~ ~, "";',; ':~' " ',' 4~A 944DI. f~~t~!tel~~~tl~~t~~~;y~?~:~72~: <!lc~'?flon.'a,!q;i9.. fij~.'1~.}f.:'F!,';"if;.sY.U,;.IS:W 3,D', ,,~ fa. M C, cor. No.9,. fhe plac";'at'\b~9i,.,;'in9Xbej'n!J;;;~~;;c:J{I'A:'.c ' " . . . . . Aqclin) beq~nnin'3$:)~gf.N.b-//H':af a poinf O.@phs;Nfr-on1 cor., No; 6; N.88"Ztf'E. 28.S6'chs.fo;po,r. No. 12; Thence 'S'76.oV\l. Z9.1:2< chs. fo ~59<iii~1jllllt~~iii~i~itf~~~~~~ '8.. ,.....'.."..,~..l.........'.....'........ .'.... "'l.".~. ....'....' .,'.'.'....."."'.'.'8'.....'.-.....1. ....:i.J.:..l......'."..,..-.....'....'...........'I.~.....)..-,'.LI.'t;;......".... '..,'1..."..'..;.!....,".'''' '..'.'."....ih".'."... '" .', h' 'f e9;I:p..ti!'.t':}g~?~~.,"rac ~<? .;":i!=f:!.:lff~~::', ..:,''''' &;~,~\;:~.':f~,~'f!Cf:!1.lfI.?!":,Jir.:-".: ..:'~..,2~C. s. 0 ...tfferige'.:\~.s,;:?:o:3~t~,',': 2 i:;f1:~;.:'\':flJ.en:ce ,,;S:"Z~:root'W.:, 22~E35'.cI]5:4:to' cor. . No. , .. ...' " " :' (Note:- This descrif:'tion, does not fi PrtJm'a'poi;'1- '48-1l...;: and ~so1f.W: orrV.E..cor.o{:.'I'I.W.'j..-.s. ~ 9 off. ft) 0~ Sec. //n~; -fI1e"t:e N.4tJt, ff.; 7ne",~e fi, /Icwinj Tre1il'lfJ V\I. 1:1.04 i fhe/J(:e S. oltU'l3 ,gqrden f'el1ce. -/:"abefJil1l1il'l!J. < MergE 8 J. Beg f n nln!j ,,; ".or. tVo. r or H. E,5. No. I:l. 2:; thMCe (fjj0:,o",-f!94 .8: ch cor. /Va. 3; f!1ence $. OD -ZIJ.' E. 4.l}..2 ch.s; m. (!Jr./. i fIt~l?t:ri Wi Of? $. line . . ' . 3::';.. S"!i!:A 84- ,'_<.. ";' -.c, .-,." o ,- o ..' .- . .'......-...;. ' \J' n, "liieF, fh~ ~ Sec:c eo~".;;':'Ec;boundar; , or';~:~s,'r. 2 7 N"R':;;';;X~.;;j~{&~'57; ~ ~-;~:!!2.';':cJ;;s:;.Jfo:;'~c.o;;:J;No-' Z:~... tb;'~~'e./~N: 88,.-- Z7' E. ro~': ens.' +acor:.No..~:;,"'fHe;"c:d;tcv~I~z;.:8.~'?'t(!';'~"':~i: en'c~; :w.'_foiM.-";;h.s:: i, ,'cor::;Np~'5:;~:':;'hence . N- 3.Q1!'cn~~' fo', 'cor. No" 6;;-:+hence-"N::7~;E:-j()a.s.{";'" ,..",~,~,~:,::";..:,, :"_",' : ".'n'"'' "':~".~':M'>".:", ,":'~" ,;'," .' "" ' ".':-",-'.:'_ "'.'. .,,: ,', ',', "." _',';',"';- e,.:.);.:Z.<>;39~lMj2J.8~ ch.s..fo~'t:or:'No; 8, M.'C.,;..,onbomk,1i::';.fH6h.River; .+hen.ce. ;maS.WIy~; ?iyei'J;'/I:.t jS~W3;o3 c.:;7;" +o,M:C.>~'or. No.9;, +henc~'S. 89~45~w.. Z 7.'iB- ch.r. +0 cor: Nb.1.,.+h~ rr/:ii:;f.: ~.:. ". 10."0. af- a poinf- O.g ch.r; N: Tram 'car. No; 6; runnin~:.Then:: e;: N;6;~i;h.s..fo cor; No.1I;'fhence- c;r. No. I Z; 1-he~/ce'" .s.'76',o,W:Z9..g chs. fa cor.' No. 10 and be9/nnin9;~hein9 7rac-f '.a ~ :~";::-i"::;"/<~: . '",,,-.,'. '" -EfirC1~t.;4' .On<:l: \V?a9i;;"B'~j~'it~~)~tJa fecb.\.9}3,;:'Ij:e;;;,<if]is~eYi,::fii6~',e??:Vi;:/':;i,~,\,:\:". p' '. ........~;.\:6,,:'i......i .'.. . 'marked'. '#4''"i:hence; 'Wesf{, lo.Q8F(::hs:, fc/,( cor:-n ei+,:ilf5.;:}'-Ifhenpe;j;N~:::;f,QBli:cbs;;tOl',:cCJfiner,t.;iNoSG,; 8S,.chs;,j. .,t;hemce,;:.:Si;:2:7t3&~I;\w~~fzfi1!8'G,"chs.l'fhence;'(:'\s.7J,q?,'f45r'f;:wr,~iWJ.;!i;;PJ/c/t{si;;'.i;,thence~,/v.o~'28~ w' ", : cipip7:1rj;"IO~:::i;tllj.e[j.ci#:!~;YN9:r::tf!\;,:6,~?-'fl.:~'chs..to .corri~~oNo.;(I':i." fhenc~::;!:~/f88;~.20!~::, 20; 5€r- chsr.:. '.fhen,ce:' ., S,7.'~"OO'W., 22~e.S.cf)5~i,,'lo cor. No. ./0;,: f.l?e\"place:.,.;.of;;.b~9Inn'ng~.: .' . (Note :-This descrif'+lon does not' Form, Q',. c.jo:~lf;'d,'~lJrveyJ..,/ ' . < ::,.,1, ::,:. ." , : 4nd C, SO fr. W or 'Iv. E.. cor. o.f /,/, vv-l+ :J.E.';"':" Sec.::J(J:;, Tvvp. 27N:R:.iow.; rune.. ; -fhel1ce N. 4tJt, fl.; -the,,~e ~ /10W'1"n.J Irqif' 10 p p~:uhf .5'~~fJ: WjHi'el1c.e s: /9f..t'f:;:-fhence: ';'/0173 .gqrdel7 T'ence, i:obe!Jinn~I?,j, < ivter3ed wdh.,..(qx No.I~"V,,1. '93;'p:c 6tJ4J; r' of H.E~. No 122:; th",:,c"~~"'B.q4.~ chs.~.__~.;l'I~.2.; '~~ence N.8a" .27' ~ I~.~" clu. f. .213. 'E. 4.'1Pc.h.s, In. (!J'-:!.i fI1~,.,cd JI\{~.""? $. line 'o.,c H.E.5 Na.J~.?-, /CI c;'.J.~h7. or/. fo .bt:;!lln.n/n.;t. I ' , I" .~ o o .. II " Z <(' :1:1- l-aJ a: :iE, <(:;, Wu -'0 Uc lJ)w', ~i= enu. ~o, :iE~ ~::::; u.<( !!la :l:w 1-:1: ZI- ;:0 Z 1-, WW' ~ 5.( UlJ) 0- c!:: Ww :l:u 1-- !:!:b Z WlJ) u- i=~ o Z ,r'" o o ~ -~ 24 19 25 30 ~ .... .... I Z r-- N In N ..... o IllIIfll. '1:> 0'\ V ~'\ <:,0 -1 710301005 BALANCE OF SECTION 246.90 a. (STA TE) be 0'\ V ~'\ (:;0 l!> o. 0:1 UPPER 710301005 BALANCE OF SECTION 90.23 a. (STA TE) W' 0 ~'i ....~(\ o. , ,9 ~ 0'\ V ~'\ o .L ROAD 2.06 o. \..0\ <<lI'.J \..CU-' \- \i, . , , --'.... '.''':':i,'':,l :'-.:~ "; .~.-"""'l1 ' ,-,., n" -, :':'::'O',;.~::,U;;/':;i"\ "Ifml~":""'" ""-l"'t."'r."""1::'f~"" '5 32.27 a. (19 - 27N - 10W) GO"'\ LO\ 2. 710301005 BALANCE OF SECTION (STA TE) CiP. e;.!;loI.'J4~"" {1,';9 '" I() ll'i :;;: GO\l" ,--0\ ~ 7 ~ 'i' ~ ... .... t . C::;FI=" I,A A I 32 X 10 , lIJ' " J - I 11005 F SECTION ~CE 0 o a. jTE) ,-0\ ... \ ~-.", \,.tv- \.1. ' ._~I'tnnIlI:'nn: ,,- 0 o o .. (19 - 27N lOW) 19 20 30 29 \.1'\ GO'l ,-01 2 " 0'\ 'V 7103010050F SECT! ON BALANCE (STA TE) .;;.'\ (;)G ..... f/J "'a' {I,<; 8.39 a. ,. l3 ,. ~p.c. ..,-po. ..,..~~(... 25.61 a. 6:\9.19 5' 71 0301 003 TAX 2 '5 1..1. L-E1l)1 LG-(J', So 122 fJI' HES ~14.t'~~ i" ~ s 'i' ~ .... \...0"\ ROAD 2.06 a. 5 1_ -- .( . "JJ ~ OJ ~ 10 .IIlIII o III'. - (.) :;i;.',i:J;lJ:J.....''Ut o .. Z 4: . :I:I- t-aJ 0::::2: 4:::> dg (fJ0 t3 ~I -'I- (fJu. -0 w>- ::2:1- 4:- 0::-' u.4: (fJ:;' ._ 0 :I:w I-:I: ZI- i=o zl- ww ::2::;' ::>0 U(fJ 0- o!:: Ww :I:u 1-- !:!::b Z We/) u- -:I: bf- Z c- .,., ..l/~ bc/i'6.,_... ,...V",P,t? C:7?/to/'f._ M_,_.Kp.I.2., 'f4-..---..,,------...--------.-'-'-..-.-----'..-.--.....--.__.___.______' ~CiSr<d?~'1' .....___.....=:-..POWNJ.aAiP-'!UJ...__._UH a..' O~.-...d'O.M.,_f'.x;kJ~_'Ac..L...v~_hqrL.'-_/fILl'cj1plNi7,..-__-. ,,,,_._ ,__t!>,_.T1 ~ ..." CP._. _._~..~b! S.. M:_. .t;:1'>$r.:.J;~'C'._._c.:JE_I'J?xJE:..d:r; __...__ .._._.,...,_, ...___,,_..____, .-.----.- ,. .t/H~ftlh?,PW6-- ....._.=..,C'0;716:.0 . 7'0 . ..._ .__=:_c:',,/</ f:7JI . ..-(J.!"Iff1lZ~ C-7l<JH-. .ft..PrI"Lffd:'t.iZLL.:/lClH..L:.VDZ3.,PWc:.~_-zP.,_ ,. ..., .:.~g...W 1."PWc;;.~____._ \ ___~__~_"H'_ ..,~._._,____-==_._._._,_~,r..__..___.__.__._____.!'_,.__..__._.._._. _"h_L.~_._.__~___.?:;._.,._..~Hc:lH.2.JJe:&3-,-t>-W_(;...~--..~q~-_,__~gw._ z....p.~~.._.__._~ .._.., ... __=#i.t: E1>.7l:!D_.._.._UIf.3It~iJ..QIJJ 6 _, /./V1:.;:...____t?/JY..&.,I?w.7.________.._. .____..._._._.._._.____.__.._.__....___; .._..._.__on._, -.'QEr-=:/dIV~_.._.~~,s:CdN)c..'S_7'..MJ~+_.,7.)L...-'j..ctl7<>-~2).C7l:>~)frc:>p)c..~ "_""'_'_ { ._....._....... . . ~____..t/),mDMW)CI-JIoI..Li,.,:~.._3)~.~1:eJ-- i3).C<S7M/G"O_7)__...._._.... . _ . _.' NGoJ '-"'I11<':!! . -_.. _ GyM.r71.3)tJ.YMo/7-7_.3)_.___...._____._... .---. .---..----..---.. -'--''''-'- _to . ,_.,___..... ... _ ..;'/ifw_ ;V\AfllNb.:.. . ,_.4,Ir.l./~,,=7)___,tJffl;.HMlIV<.!:>__..~....-..-.....-.-_-...----.-. ....._.._......__..__,___..._,: ,.............. .----,...-..... .., ,.... ,.__.._,f.t'H/D+-..-61_..::;:::;1.. (8~ ,---,--.!!!!t1:.'-,....-----.-_.----....-...---,-----,-,-..,---. ... -. .......UIH 111-7) ._....::...__E-mce. ~/~_~-_.-.-.-_..-...----.-,..-..._--_.. _.., I" -~:..-::~~::.~E?i~~=~~=====~~==-==::=.I >~ .' -.<._".~, -,,_.. -~"- -~~--~,."....'."---~---_..-"._.._~..-.._-_..._-_._.__...-....-..-.---..- ....... -_.. -~." _. " j o (?~O ",&'7)..,,(?CI.'CK At;r_.e:1J.O,_oP~.__'/l_W(..O_IN.cr.__..~'1:0 ..,~._I."'C/dl.nm...-...,-..-....-_....- ., I .../ f'o1:r.o.. I.!.W.l-,py..{(,_,tI),.,J ".tNl!:.C7...._..""HO'_.........__...._........._...._..__,_.,__....._. o ,..-," l ~ o ) o - -.- [] I o () 32 X i [1 liN ~- ~ ,- ,.... .. ". /V-/~ : 1~1-I Z <( . :I:!z I-w cr: ::iE. <(::;) Wu -'0 Uc en ' enw w:l: -'I- CJ) u..' ~Ol ::iE~ ~::; u.<( ~a :l:w 1-:1: ZI- ;:0 Z 1-, WW' ::iE ::;).1 :;,Cl Uen 0- C!:: ~ tji ~t5 Z w(/'J U- i=~ o Z '.~'" t 6i"''''::. 0."~.' ,I ~~,J , . (~/Wt:+-7j /(Srt-tiI7o-7) V (~..d-)' t r~f") · C:P;"M"'."') i7l1..u:-~) o - o o .. (;>'rFf.; ~~i.'H'e-~ ;: j i \..j1 , f~~IIVG": r ' , i ! i i I ii, ~ : I , r~' I , , I I , ! j ~, : !. i G..l',!,! ""'j1) I i I ! i ;&~!?& '[~_~~1 I ) j ; ; : i. i i' : ; I i i i.=j li'f{;-;I"1..~~.t I I ,! : i j: I I 1 '; 1 l ! i"'it I I , " ....I...;~, L (,eolJ') 6~..... pE!"W ;YIAII,IIIHt:. --_.._...--~---_..._- .. ( c.;.; f1/z...e. -~) (m-Yft:>_.3) (f'tfl 11j~_7 ) (frfY/7/.J) ( !r~"'71~~; c....J'--o-_.~- - :~ :"~~;,ii:{:-:',., "I ",:~.",.,:..',:: -""1"""" 1'''.......,;.";,, ,;.>.; ., ~. . ,10 I o o .32><10 I o ,,- o .. c V~.9~ -./Ll....;>.L>_~---- 2 <(' :I:I- I-ffi a: ::E. ~a- uO CJ'l~ [l :I:I ....II- CJ'lLJ..' -0. LU . ::E~ ;2::; LJ..<( ~a :I:LU I-:I: 21- ;:0 21-. ~~! :::>0. Uen 0- Ot: LULU :I:U 1-- ~b 2 wen U- i= i;i 0" 2 _______.---5--v_Z4-uAiE..:--- Vc.)E~~~.:Jel!:JJ4d:.xtM_.If:.N~~.;2 - ~ --- 41J~___t..M_~~.::z:;:;-~--LA)~~e ,~ --- ____------ok --5.&.~.D-_>-7 ZLV---;/~ / L:2_~ ..M. M. cr- t:-$~...e:.c:.&~.s..62-....4:c_~~~~-------- __ /(J::s.....:s;..e..5~,e;~~~..Jr::z ~.A-~ ~.? !LL31)~_..__. __.____._~~_~-S--E:.. y!/~ ~-.:?~ L77<;t~ ______ n.____.______ ~~___1dJ2..,7 ~.- --'-'-- C=- ~J5=~"'::~/,?-"~~=:~ ______3_~L-~~c:::R.itT'..ILD,J- ----.----..--- ___.____~~.~72?:?---LJ::~---- ---------.-......-... __._________'J!i7..r..:5~___L._..rE.S-----S t?.Q.zz../Pd.".--'!:>~d...iE.--S-_-5-ZZ_. .... .____. __~f:>~~.cz:/..&A-77.~.L.~;(!e'.5-~~ _._._./.10..... n. :r .-----.---~A<:...I:t.~,ex~--:SL>-'-?l!)tJude...eLY--~pI!.<.-~-...----. _..._..._____ILff......s...~~~-L/..:zz;;;e#;E(j)~#~..cdfH~7J~.--. -., o ..__....__.___9J-eA.se._.e.~&;;:)L7:J!i/~_~~d'-'...$I.L:>~~~~~r- .. .'. .__ _...,___. ..__U2J~~~)k..J.s~-13.:-~/-?ec::r;::!:i:J-;;;;./J~~ld6--~CEI?L- _.-.._..---.o.e~(.$ .~,Rfl:._.._.------.-- .-.--------.-..... .. o.~.<...- .-:=-~:~~~..=~==~~:-.~..:~~~:.~=~._.:.......~~~-.=-==~=--=~=...~=..:..:.._. ._...dtJ......."7ffS_ .._..___..____......._.__. C""'-'-;--'::~-- ~ ~~~ ~~ c ~ ) """- >."':';':11.:'-:-.', . . E) C,':",'<'L;.!. .. ~ J."" --.,-,"",--",\",, . , ,. ....l..:......'___~~:-:~. "Ill f'~ :=:;:c ..f- .10 ~~Sl~ -~>~ b,;, I 0 o 32>< 10 ~-""./.,~,;. ,,;~WW~a~i.W Z <( . :I:f- f-dJ a::::E <(:::> LUU -'0 :;;0 en W, ~ ~I enu. -0 LU>- :2f- <(- a:-' u.<l: ~a :I:LU I-:I: Zf- ~O Zf- LULU ::E:::> :::>0 Uen 0- 0[:: LUW :I:U f-- ~b Z WOO u- i=j:!= o Z o o .. .0+00 $'0(,0= ~ ($;+ec:, GR.4-'DE... _A~.5o 501. Z98 /t:n:R> ..501, :7"?c::;. -I+-So 50/. &.5''1 . j!...J-D() 5D2.. 132.- ;2.-rS'O -50 Z. 'l'Il> ~11JD 502,688 31-.56 Soz.9{,t; f-f-oO :5'63. 2-'/', 'I.,.$() Sf) ~: s-~'Z.. r 5'-fOD 50'3. aaD C...S'o $b'I. 07'7 o ( G ';DO 56 'i. :::;;;;> (p-+ ~e, -So'l, (,."3 $'" 7-1tX) S"t'l.-I, 913 o '7-1-.t::o ~s: 191 8-fOD 5Cl.5; II?,? 8-1..50 50S, 7'/7 C),;'C!o S-~ (" t! 2.-.5"- q....So $06. 3o~ I~-;-DO s-'oc." 5"81 ID -f-.so SD C:" gG"Y _ (I-r-oo 507. 13? I!.-;--.!SO SO (,"'-115' 1.2..-+-60 $'07, (,,13 /2..+50 $0. >,9. '/1 1;1+00 SOB. Z'I? 13.-;--50 SbB, 5Z7 Ir-"oo SOB, 80S- /'(-,156 .5'"'"09-, ()83 ( .:> -f"OO $' t>9; "3 e; 2- /5'of-;SO Sp9; Co J(6 / V. 0/- /X"I 509. '718 /~-{-Sb_ .. .,510, Ic;a I'1NM S!O, '/'lL/ 17.;50 5!O, 7S"z-- M3dX> sf!. t>:5D 18.;5D .511, "J08 - ~~~~.~_.;-~~~ --~~- 0'2 ..LJ .h.. _1 o o "':"'-.' o - 10 ...... -::s.,---' I 0 o I I I ~~d ~ - o - o .. User Name: Aubrey Palmer, Jefferson Count Date: 03-23-96 r (.~ Project: C:\XO 1244'FINAL UPPER HOH RD DE Time: 09:55:06 ',,, List N odes Report Page: I List Nodes Report -----------~--..------------..--~.._---------------------------------..-...._----------~---------------------------------..------------ Z <(' :I:!z I-LU lIode # north east elev descrip a: ::Ei <(:::> --...--.----- ...-..----------- LUU 9907.8339 10873.2099 501.020 B. O. P. 0+00.000 -'0 Uo ~~ 2 9877.9719 10948.7936 501.477 P.C. 0+81.269 ~I- 3 9774.3643 11211.0358 0.000 P.1. 3+63.236 enu.. 4 9898.0213 11464.4415 504.426 P.T. 6+12.431 -0, ~~ 5 9996.4412 11666.1294 505.674 P.C. 8+36.851 ;2::; u..<( 6 10041.7837 11759.0482 0.000 P.1. 9+40.243 ~a' 7 10055.5495 11861.5195 506.814 P.T. 10+41.862 :I:w 1-:1: 8 10081.9038 12057.6993 507.915 P.C. 12+39.804 z.... ;:0 9 10102.7187 12212.6440 0.000 P.1. 13+96.141 z I-{ 10 10192.6471 12340.5268 509.620 P.T. 15+46.468 LU LU~ ::E:::> :::>0 II 10200.0671 12351.0785 509.692 P.C. 15+59.367 UC/l 0- 12 10264.5436 12442.7675 0.000 P.1. 16+71.457 o t:: Wwi C 13 10294.0078 12550.9152 510.926 P.T. 17+81.294 i= !::!; ~bi 14 1031Z.0681 12617.2051 5 \J .308 E. O. P. ]8+50.00 z, ~~I 681 9961.7708 9781.1946 0.000 68.1 5R\ 691 10017.2076 10230.0172 0.000 69-1 z , 701 9975.3271 10719.5174 0.000 70-1 , c. I o o ii. /~~~. ; .~':..' .:.....':" ' ~ ; ,; ~ " '! -' :':,:\', :::'. -:~\;"::':;\?,',_"_:':. -;._;': "/ :,,:,\i"'_:"':":",:,)):\'~::-".',;::;'; i" ""0;-,':';' ..::',':/,.i.:",,;,::::';::,) ','!:,O ':':, (//i'!'1~' > 'i c :'. "l~:",_'~:~~.i:~~~:~~~:~' !.:::, ~J~ '. - Z <( . :I:I- I-ai a: ::E, <( :::>' LUU -'0 Uo enLU [l:I: -'I- enu.. -0 ~~' ;2::; u..<( ~a' :I:LU I-:I: ZI- ;:0 Z 1-, WWI ~5'i g~, 01- w;:;j! :I:u', 1-- ~b' Z wen, u- - :I: I' b.... Z T"""" o o o o .. ( User Name: Aubrey Palmer, Jefferson Count Project: C:\XOI 244\FINAL UPPER HOH RD DE Inverse Alignment Report COGO Alignment Alignment Name Alignment Length Beginning Station Ending Station No Station Equations Point Node # POD Direction S 680 26' 30.53" E Point Node # PC 2 ( Direction N 210 33' 29.47" E Point Node # RP NA Inverse Alignment Report : COGO ALIGNMENT : 1850.000 : 0+00.000 : 18+50.000 Station Northing 0+00.000 9907.834 Distance 81.269 Station Northing 0+81.269 9877.972 Distance 639.764 Station Northing Circular curve data (CCW) 10472.981 D.D.C. Arc D.D.C. Chord Radius Delln Angle Tangent Length = Arc Length Chord Direction = Chord Length = External Midordinnte Direction S 260 00' 41.33" E ( '0-.'--'~ 08057' 20.77" 080 57' 53.69" 639.764 47034' 10.80" 281.967 531.162 N 870 46' 24.07" E 516.037 59.381 54.337 Dlstnnce 639.764 - .~L Easting 10873.210 Easting 10948.794 Eastlng 11183.872 : ~,' .=~: :','0 '~';'~~'.~"h" .. ''''''I' Ji.;~'.....,,'j Date: 03-23-96 Time: 12:37:56 Page: I I o o :32xld; <;i' v ,- Z <( . :I:I- I-ffi a: ::E. <(:::> "!u -0 Uo en ' IJ)LU LU:I: -'I- C/lu.. -0, LU ' ::E~ ;2::; u.<( ~a :I:LU I-:I: ZI- ;:0 Z 1-, WW' ::E 1:~H :::> . Uen 0- o t:\ LU LUI :I:U' 1-- ~b Z, wen' u-' i= ~I o 'I Z , J o ~. :.C" ( User Name: <\ubrey Palmer. Jefferson Count Project: C:\Xl> 1244\FINAL UPPER HOH RD DE Inverse Alignment Report Point Node /I PT 4 Direction N 630 59' 18.67" E Point Node /I PC 5 Direction S 260 00' 41.33" E Point Node /I RP NA Inverse Alignment Report Station Easting Northing 6+12.431 9898.021 11464.441 Distance 224.420 Station Northing Easting 8+36.851 9996.441 11666.129 Distance 639.764 Station Northing Easting Circular curve data (CW) 9421.481 11946.699 (. D.O.C. Arc D.O.C. Chord Radius Deha Angle Tangent Length ~ Arc Length Chord Direction = Chord Length Externnl Midordinate Direction N 070 39' 4.21" W Point Node /I PT 7 Direction N 820 20' 55.79" E ( Point Node II PC II -- o \' 08057' 20.77" 08057' 53.69" 639.764 18021' 37.12" 103.392 205.011 N 73010' 7.23" E 204.135 8.301 8.194 Distance 639.764 Station Northing Easting 10+41.1162 10055.549 11861.519 Distance 197.942 Station Eastlng Northing 12+39.804 100111.904 12057.699 ~ i:~:".tJ.~;;~UI ., .. o "'.L~:;J,,: - Date: 03-23-96 Time: 12:37:56 Page: 2 , i l .10 - I o 0 32 X I 0 - Z <(' :I:I- I-ffi a: ::E, <(:::> LUU dg en LUj' [l:I: ....lI- en u..' ;;:;01 ::E~ ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 Z 1-, Ww: ~ i~H g~, Q 1-, LU ;;:;1 J: ui ~ i=i u..O' -Z' ~~. i= ~i o 'I Z , , o o tC=--;-'-- ~r- , User Name: Aubrey Palmer, JelTerson Count Project: C:\XO 1244'FINA L UPPER HOH RD DE Inverse Alignment Report Direction N 070 39' 4.21" W Point Node /I RP NA Inverse Alignment Report Distance 639.764 Station Northing Circular curve data (CCW) 10715.972 D.O.C. Arc D.O.C. Chord Radius Delta Angle Tangent Length = Arc Length Chord Direction = Chord Length External Midordinate ( Direction S 350 06' 54.86" E Point Node /I PT 10 Direction N 54053' 5.14" E Point Node /I PC II Direction S 350 06' 54.86" E Point Node /I RP NA ( 08057' 20.77" 08057' 53.69" 639.764 27027' 50.64" 156.337 306.663 N 680 37' 0.46" E 303.736 18.825 18.287 Distance 639.764 Station Northing 15+46.468 10192.647 Distance 12.899 Station Northing 15+59.367 10200,067 D islance 639.764 Station Northing 9676.742 ~'" ,,', .... Easting 11972.520 Easting 12340.527 Easting 12351.079 Ensting 12719.085 ('f..""" :{ :.' o o .. J'rl l~ "ef{~ Date: 03-23-96 Time: 12:37:56 Page: 3 I o o .32~ 10' rr- .- Z <(' :I:I- I-ffi a: ::E, ~:::> -'u uO enO enLU LU:I: -'I- enu.. ;;;0, ::E~ ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 Z 1-, LU LU, ~5\ Uen 0- o t:: LULU :I:u. I- i=: ~o Z Wen u- i= ~I o ., Z ';f'" " ,0 o '" :C~~ -; -..- /r ,. User Name: Aubrey Palmer. Jefferson Count Project: C:\X01244\FINAL UPPER HOH RD DE Inverse Alignment Report Circular curve data (CW) D.O.C. Arc D.O.C. Chord Radius Delta Angle Tangent Length = Arc Length Chord Direction = Chord Length External Midordinate Direction N 150 14' 23.97" W Point Node # PT 13 c Direction N 74045' 36.03" E Point Node /I POE 14 ( Inverse Alignment Report 080 57' 20.77" 08057' 53.69" 639.764 190 52' 30.89" 112.090 221.927 N 640 49' 20.59" E 220.8 I 6 9.745 9.599 Distance 639.764 Station Northing 17+81.294 10294.008 Distance 68.706 Station Northing 18+50.000 10312.068 EasUng 12550.915 Easting 12617.205 o o .. Date: 03-23-96 Time: 12:37:56 Page: 4 '[I ,.- 't~d:2" ..:~_': l~~J~,~ fl ,- "'~' ,',' ,',' .>';,-1"'. - I () o 32><IEl: ~ ,'- C Polaris Engineering and Surveying, Inc. 206 South LIncoln Street, Suite 201 Port Angeles. Washington 98362 (360) 452-5393 FAX: (360) 457-9319 Z <(' :I:I- I-ffi ~~ LUu -'0 Uo enLU f3z -'t- C/l1J.' ;;:;0\ ::E~ ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 Z 1-, LU LU' ::E :::>1 :::> 01 Uen 0- o t:' ~~i I- -, ~b' z' wen u-, i= ~I o . Z \ I DATE: t7/V&'llo TO: .J~-:r.rC;;~<;oIJ ~A..'I'1 )>.s:-pA~r~~-r 01=" ~"'BL--Ie. I.\JOR.r:-s. .,... 0 .~.< 2070 Vb<;.r O'Ff'IC~ "1SL-\)b. -POlar ThWI--/c,,{ii'''-'J:>) '-'Jk .,~!0"6 ATTENTION: JOI-tIJ WAl1A1J1/ FROM: VII ~I ~t:.l:ItT I to We are transmitting the following Items: ~Attached 0 Hand-carried c DFAX No.: PROJECT: ()-PPe-~ Hvl-l- LV~u Olltr Copies Pages Description \ V~vvLl~ I \ 1'~lur ~ \ v{tQ.... '~IT C"'1;, 1''-) V\.1e.v~ ~lJT~v t>.{NP~ . ~ '-V '" . ~ e..... - ~ un _ 1>~I\1:>M1-i ) -Po/~'" tAcT <;q 12 \/~ Ua;tt; COMMENTS: ::fot. 40"4~ :h'c,,,", o ( ee: --'''--' ----:_..~:.~'h '/:JL~~.,....r :C~"O o o .. J08 NO.: OJ Silo> -1-4 o Under Separate Cover I 0 o . :1 ':32X 10 . f), .4"j;~ "j~::, J' ..1~,,~~'J.,." - ~~. o - o .. M - Main point R - Resolved point (?int ID North (U8ft) East (U8ft) Elev. (U8ft) Code Group Dese. 1 M 9813.633 11334.449 503.670 DEFAULT DEFAULT -r::- I~ 2 M 9816.652 1:1308.713 503.760 DEFAULT DEFAULT " 3 M 9814.831 11293.256 500.670 DEFAULT DEFAULT T",c z 4a M 9787.361 11299.157 503.080 DEFAULT DEFAULT Tc C> <(' :I:I- " I-ffi 5 M 9796.361 11290.534 502.940 DEFAULT DEFAULT C::::E. 6 M 9800.915 11283.883 500.570 DEFAULT DEFAULT,oJ.:'. <(:::> LUu 7 M 9711.506 11238.204 502.220 DEFAULT DEFAULT 'Ie> P -'0 uo 8 M 9718.749 11228.676 502.220 DEFAULT DEFAULT " In LUl ffi:I: 9 M 9725.009 11220.005 498.170 DEFAULT DEFAULT-'-"'!:. -'I- enu.. 10 M 9621.208 11181.939 500.810 DEFAULT DEFAULT "jt;('> -0, 11 M 9628.348 11170.566 500.800 DEFAULT DEFAULT " ~~: ~::; 1.2 M 9633.232 1.1161.056 496.71.0 DEFAULT DEFAULT I" I'. u..<( 1.3 M 9532.220 1.1.134.797 499.530 DEFAULT DEFAULT '0"-' ~a 1.4 M 9536.144 1.1123 .511. 499.270 DEFAULT DEFAULT " :I:LU I-:I: 1.5 M 9539.591 1.1.1.1.6.085 496.330 DEFAULT DEFAULT ,oe. ZI- 1.1.103.023 498.820 DEFAULT Tcp ;:0 1.6 M 9439.856 DEFAULT Z 1-, 1.7 M 9444.51.5 1.1.091.707 498.920 DEFAULT DEFAULT II WWj ~5\. 1.8 M" 9447.333 1.1.084.725 496.530 DEFAULT DEFAULT 7CF-, UC/l 1.9 M 9408.1.02 1.1.095.055 498.030 DEFAULT DEFAULT " '-cr. 0- Clt: 20 M 9420.474 1.1.086.614 498.41.0 DEFAULT DEFAULT /. ~~! C 21 M 9422.824 1.1.080.638 496.330 DEFAULT DEFAULT -rc,:;.. I- -, ~b 201 Mil.. 1.0025.443 1.1.568.1.22 503.060 DEFAULT DEFAULT Z '- 209 Ma 9782.810 1.1.138.756 500.71.0 . DEFAULT DEFAULT WC/l u- '- 21.1 M& 10095.616 1.2203.884 509.590. DEFAULT DEFAULT -:I:I bl-o, 21.2 M8 991.2.039 1.1.41.3.986 502.380 DEFAULT DEFAULT Z ., Listed 25 of 25 points. d :,.... I ~ '0 o c '(:.." 0"--. . ":' . ,:,,;. "",'" ,,"," .',: .; ~', ,", .. ...~ " ',,' v'~":':",1 " '~'""~~1IlL~':.~':;;;;'.1. -,,', I'i:/:"~;'; ~ '1...i~Tlrw ~"'~"':-":"JI~ I o o ~, 32xlo '.':....:'..::.l.~. \J :..:...{ '.';';";' ~ ..- o .. o Z <(. :I:I- I-ffi a: ::E, <( :::>, LUU -'0 Uo en LUj' [l:I: ...JI- en u.' -0 LU . ::E~ ('2::; u..<( ~a :I:LU I-:I: ZI- ;:0 Z 1-, LU LU{ ::E:::> :::>0 Uen 0- Ot:; WW! :I:U I- i=', ~Oi Z' W(/): U-. ~i!:\ Z .,,r . t\- A ...J....&~ lrz;/ y~r ; ._.~'1'~":.m ! ..tI_i? __ ~o __ .-1<: '.. 8. - A _.7\e_m_l~.i'. _e.~ .__ ,00 ; . _ ._ ..-~. '-n--.-i----m 33:11::,?-"'.~ ~~:~::;~;t:~~:~~__-I7~p._~_.I~~-,6:9'-. , . I ' ./'Iy3.'I.,~_?'I:</s., __ .... :"1.= ~37.~ . i --------..-~J~-:.~-.7J0.:~.~9~~~:~/~~.: .' -- - -- / i .~~:O3.5. -''1 ~~.'/1/36...~. ., \_ - .;.......... ..... ! I '>:!.::~L~~L_. i ' .'.I)2:~c" ';"'7 ':".f~ .-.../ ,A/67"IF:..u" e;ffXK "l;.1~-r 1i:e=>~ "fl.;,.,-n. I c> 'f ( =0 6fiJ >\ DO. \0 1< :'830 15' I 3._G,L'~ 8 ::'1.>,~7B 'I 'q-G" -:!-,/,,..7. Y"" .........~ ~~';\~O ,,4J'& r}9 .",,\!-(f;r c, ~1 'r' 1) h .'. GO' f--\ n .f>-\l--~ / . \ ~'I ~01 $ - ~---- g.---- ---- . . .......-..-..--.-....., . . -.../ ;~; ". .11 !l~: I: M'._"'! , I ..~_..,.:.. - ......... ..-,-.,i.---.--__._~I_.. .....J.. I i . .~I~~~~~[=]~= I : ,........-----.."-..- ,... ! '--;:: " o -' , " .-' o ( I .j, o I .--. ,..._,~_... ~ ..) S ( _ __r:,: = .( 0 '.. :. '..-'--~ 'r' 'I'll' ' .\'i '..,., o '. /.0. (;.,. "h4.~~' .~; , ~ ~ 1i7'1- ,- Z <( . :I:I- I-ffi ~~. LUU -'0 Uo en wI' [l:I: -'I- en u.' ~O! ::E~ ;2::; u..<( ~a :I:W I-:I: ZI- ;:0 Z 1-, WW' ~ :::>1 :::>0' UC/l 0- Clt: LUW :I:u 1-- ~b Z WUl u- -:I: bl-- Z '.r'" I , l o o o o .. X@. IJ Zo'l' ''1I.l~ '/~ 6:;- J-\I~ <("l..,\7 '~ ,;/ . (' ZP I i,L' ';Q!)"?J ..;- :<l\'f'l,. 110 /-\211 - ";)/3'06'/5 -6> ,3~L- S~. 'IS "")1:3-0'-' S II 1110 - '59 (;J..~ '6dJ - 7\ e H-t.ll se> JlU->'l I " IU/z.. '")3-ll. ~8 -e 35";-'1)'''2.- "-;?rlj,.S6 @119".!. 1EJ.." ~ZUl r-.@ . H3J?. 13~ J..IZIl el ~. ~,6-4Hr: '1" I ~-(f"I'.V/) '. :'.nt.\~ .....)t3_I;.'/!,.'.,I... .r:l.;!/<l>3~ .", ,~w''''- Ff xc? P2J'1 55 J-1ZI:z... /l '2P1 i') "St. t.S 11'f~ to! ~9 -63S1-07-'JI/ ,..,)6' ~2.-2~.!> ~L.,~j ( \(~W'T",," '""-- s.."T' Sf'K. e~ "f'L \...... 13 i~() i.. ...... --' \...... ;:;: r:.' !'~\~ .~ I' ,,(. . ~e1 511( ~" . t!~ ;, ~ ;, .. L ~ :~;,~ j OJ rid l - b:LiMl.nJ _llJlll!l:!alf ~ () ..... \..., ( o io/Z-f.J 1M --1--;;--~;3- "1' ' r--' ~~ S:', ~ t ~ e:;';!"- t;~. :::J .~,,;,. ';, 7~'re:-o( , I L , I! ! : i i -I' ',' i i _"--I.,. j! i -i : . ;:-Il:i '1-)"1101' ~;:- Ii:/..~ .J... '., .~..e.i6.'!1"-s9 --1' .. c. ... : : '~ ~_.!. T-'."..: .,.....~ . I ' I zO .,; H.1t.,",,$"T' . Iii i -+.~., ;..,.!.. ~ i ~~) 5-i~3,,~j.g, ]Ji1 i:: L ' ~ I \i I 1! i :!~:,,,~"#~ll " I, . ' , 11'~~' . '/!lID) 1 ,._lrl-A,l.-:d;11\~-~I~.lj'3 i'@'~~ ~4L' '11>Cfl..~. 'I ..., ,:! , " ' . . ,./ 1,3~" ,L / I~;'~'~, "I--:'I! .C ' . ~;J, ' I : I ___/II_Z~_.- ---, () ~~L.~:'I{~:'/~ ~~;;;'~~,.; ,,;'.....:.;,~ ,~d9 "J \ \ 1 '1 :~ ;j ,I 1 .~ 1 J 'I f I 10 I I I 32.xlo .......lltdIin.tt' ,", ~ ~~ IT o ,- o .. .M - Main point R - Resolved point , ,;; ( 'oint ID North (USft) East (USft) Elev. (USft) Code Group Desc. r 1 M 9813.633 11334.449 503.670 DEFAULT DEFAULT -7:,:~ /-:-:> 2 M 9816.652 11308.713 503.760 DEFAULT DEFAULT /, Z 3 M 9814.831 11293.256 500.670 DEFAULT DEFAULT T~e. <(' 4a M 9787.361 11299.157 503.080 DEFAULT DEFAULT To r~ I :I:I- I-ffi 5 M 9796.361 11290.534 502.940 DEFAULT DEFAULT I, I a: ::E, <( :::>' 6 M 9800.915 11283.883 500.570 DEFAULT DE FAULT ,0 IE. ! LUu -'0 7 M 9711.506 11238.204 502.220 DEFAULT DEFAULT IbP Uo ~~i 8 M 9718.749 11228.676 502.220 DEFAULT DEFAULT " ~I- 9 M 9725.009 11220.005 498.170 DEFAULT DEFAULT--rce enu.. 10 M 9621.208 11181. 939 500.810 DEFAULT DEFAULT ",,-.;; -0 ~~ 11 M 9628.348 11170.566 500.800 DEFAULT DEFAULT " ;2::; 12 M 9633.232 11161.056 496.710 DEFAULT DEFAULT '" ic. u..<( 13 M 9532.220 11134.797 499.530 DEFAULT DEFAULT ,-",p ~a :I:LU 14 M 9536.144 11123.511 499.270 DEFAULT DEFAULT " I-:I: 15 M 9539.591 11116.085 496.330 DEFAULT DEFAULT Toe. ZI- ;:0 16 M 9439.856 11103.023 498.820 DEFAULT DEFAULT ,op Z 1-, 17 M 9444.515 11091. 707 498.920 DEFAULT DEFAULT /, LU LU' :E :::>.[ 18 M' 9447.333 11084.725 496.530 DEFAULT DEFAULT To>':: :::>0, Uen 19 M 9408.102 11095.055 498.030 DEFAULT DEFAULT ~'-"Ir. 0-' 01-, 20 M 9420.474 11086.614 498.410 DEFAULT DEFAULT " w~! ( :I:u 21 M 9422.824 11080.638 496.330 DEFAULT DEFAULT -r;:c,E:.. I-j:: ~o ':;Z;.U-.oI.1 ~ ~ 2 0 1 Ma.. 10025.443 11568.122 503.060 DEFAULT DEFAULT Z 209 r-l t<. 9782.810 11138.756 500.710 DEFAULT DEFAULT wen: S:!~I - 211 M& 10095.616 12203.884 509.590 DEFAULT DEFAULT bl .212 M/'\ 9912.039 11413.986 502.380 DEFAULT DEFAULT Z \ " Listed 25 of 25 points. :r'" I f ! o ( 'c-o-.-. ---=7 l };:;;L~.;.:;:'::;;:-,,:,~ .ct- ' , .1 0 .~. .ie- , E) ("'<J' . ,)r~l. , ~ I ~:.' . , ....................~. - o o , . I I 3.~~! qj ,- .. o o c, User Name: Aubrey Palmer, Jefferson Count project: C:\X01244\FINAL UPPER HOH RD DE List Nodes Report Z <(' :I:!z I-LU ~~. LUU """0 UCl node If north east elev descrip en LU' ffl:I: ----- -'I- 801 9813.6333 11334 .4496 503.670 en u.. 802 503.760 -0 9816.6518 11308.7140 ~~! 803 9814.8313 11293.2569 500.670 ;2::; '0' 9787.6183 11299.3952 503.080 u..<( 'OS 9796.3609 11290.5344 502.940 !!la '0' 9800.9148 11283.8842 500.510 :I:LU 807 9711.5060 11238.2045 502.500 I-:I: ZI- '0' 97lS . 74 91 11228.6767 502.220 ;:0 '0' 9725.0097 11220.0054 498.170 Z 1-, 810 9621.2081 11181.9393 500.810 WWj ~ 51 811 9628.3480 11170.5667 500. BOO Uen 812 9633.2319 11161.0565 496.710 0- 813 9532.220511134.7979 499.530 Clt: WWi C 9536.1443 11123.5118 499.270 :t:U' 9539.5914 11116.0858 496.330 ~ f3: 81' 9439.8562 11103.0238 498.820 Z, 817 9444.5151 11091.7079 498.920 Wen ,,, 9447.3327 11084.7264 496.530 ~~t 81' 9408.1025 11095.0557 498.030 o ,I '20 9420.474111086.6150 498.410 Z '21 9422.824011080.6388 496.330 List Nodes Report Date: 07~05~96 Time: 14:47;21 Page; 1 '.Y"'Y" ) i o o ( c~ .. .~. '.," ,.. . ",~;~ I , i I o o 32>< 10 ~ ,'~~ Z <(. :I:I- I-ffi ~::E. LU:::> -,U uO en 0, enLU LU:I: -'I- enu. -0 LU ' ::E~ ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 ZI- wWi ~5'\ Uen 0- ot: ~~i 1-- ~b Z wen' u- i= :1:( 0"" Z ' ~,.,. . -- ' . I I o o go \ c.V.... 80~ (?i'/ t.c.-. 3 (~-/ ".. 8e.' fJj) ,..- 8t>G.'" CJ) ,....... B t(i,.,y / I~ r,"1 (-j) .../ flee. & ./ BD'ii'!J ./ €/D& ,.; 811 @ "... 'a\i@ .... el~ ~ / t>/'l,' I~' / f.\~ ~ ./ 8\1. 0 / e\l@ ~ ~I,e,~9 ./ B Iq G.:v ........ 8m ~e... / g''l;.\ ~\' / .-....--....- , ( :( 0 .&. dlI:L. o o .. \D [L ' \.-, '"' "2.-tb Ge> ~ 01..---"-'. .,....\Ltil . e.s~ ;:. \0 \~/e1e.\' \ 1'-- ..'1:R.17,'f':f .. \ ' I !WI-<'" f\'%-.':; /b$-17-Z.S ~ 1 :::_:::::, ~::F ,,~;~;;::i \ ..) \'i J7i-'J<.>.rz... I~~ - r sa:l1 7,e. ,- MH?-'~ It'" ~..1 $03oj ~o('. ~ \ ~ \ It? I~,/ ~o'Z. ''is- "'fof \ \ . 11/ ~ v' s'GO ~ 'Toe \ zb6 '2 ",', ,t02. ~:!- :-1P.p,..... '....I Z6'772.; c.-o-/1, " ~W 26?"J,.) W/~ ,ot:. \<l, p," ' 6/ Ii'. 16~.(~ -1!JI '!.77. - J ~,'l:J -' 701' .. ,'.H'I>'Z-'b.37l~J. So=>e toP, '''f\S!>'u.. 37(. '1.!!./, , .tJ rl!.. ,-(p/?!. ,1'Z-3,~'II. 1./71 3.l...-: 'Wi ~ ,71"P )6/-O'Z.,), In(,oj~. 'l9'i {! -jpf" )61-1_$'-<'1. ~17f,'!1, '1'lt.:J..1 7"d "!.A .' Si" t/7...~9 ~6 ~ 'll~ 'Iy.tj 6; " Ieof' 1b().~S'1.~ 51.7 - 4?(?J ,-,. 70f 1!>/,~?~t(. r;,,?~. II'Ib ~l "'feJr!. 1~6.qo-'I.O ~'I(P'$- 17'8/f,! , "10f" IW'O":)) tela'~ t./'1& 1!.' '(o( .I1o.!I.-I/',', ~fll '.1. '1'/1, ~ .fot!.- ZrJ2( flP .7'@ H;z.I'2. Y'3~1t.-I~ 17S '$O-?P I b7- YI.LI'l /70- 00-.' /71-Z.,'/? .:. I ..... ,~. ... '.....-' .....-' I ;; ~.~ '" ~ o r -' ., (:) "}, ~:'}". . (~U""" ..... .~ ~ ~'~I~I"""')(, ' , t ""',,""A ..:.... ..h..1 bIll<:i LbLI" ..:.- .....~ o ^" P$ G-c;..l'.'J't.... -.. .-"'-'~ _._.._.-..._..~- - -........" ,--_..' . {'." J 10 ...... o () ~.:.r..'.~ 32x 10 "0" Ii.. II - o .- o .. . >'<i!> I'z. ~4/ C _. ~'" '- . . ,., ~- ! , -Ii I. : /,- (~- 1-. .' II 1;.._ .-- Z Q..:I.d>JP...J_l51e.&P ill <( . :I:I- I-ffi a: ::E. (i) II CjPJ <(:::> LUu -'0 (jJ,fi)-p~ .-P R"RAp Uo ~. en w: [l:I: -'l- ) ti)...M? '1 9] YJ u..' -0 W ICfJ ,1 LU I 9 ::E~' ;2::; ~ 7i>E.. ,I u..<( 9 ~a :I:LU (j).5M " 9.2 I-:r ZI- ~~, (liEJ~? I' ~7 ~~1 (j) -rot; " 'J'i :::>0 Uen 0- 1IoJ;::[f.'.P.. " qt ot: ww: C :I:u' GU,lPl'" " tt I- i=i ~o Z @ -roe. " 9 wu, u- i= ~I @:r1Z?!. " cr. o .i Z \ I ~1fge ,I 't --.-- _---1W ::r~& 0' 'l _____-OPI!?tf " ____(ii):rc.2.f ,I .-' r- CLf> ,Jil',f. ., ; 0 -_._--Vj).,-~-~--' '- @ 71!1r- " w_w______ ,._~_..____.._ - --_._.._--,._-~ 1'~__._.~'___.._____.._:...._..__ 0 .--.-.---..---'..-. . 0- ._,..,__~__ -. ..( ~-~..... ..,...,..... ....,-~-,.._-_..._._-_._-_..__... ~ . "., 67 ~13., 63"3 E /JIi!.4. #9 EL. = .1P3- It, . &$2- 113c:1f? 7/3 S'o$ ~ ~3 / /Iz.'l~. 2;6 s'a:>o q B.J.~61 1/29."!. 1$7 6'~3~~_ 79~~/ IIZ90, 5;14 ~'2.; 9+ it.__ S7 ~.9/5 1)2~~3 ~ Lf.. '5<9(,. IIU~, -u>4 ;ez,fq 1.1:2 ,7.1/-9 J/Z-_?.'8. '-76 5~z-!3. -Z ~ . t!t:; 9 II Z.~I2.. I!:C ~ -1 'lB !Z 2-/, 2.0f3 11/'81, 93fl> 500 '#.t 6~fJ_...MfJ /1/7". S~t 5t!:O ~ b33.J.J t.- III "I. ~ ~c. 19..~ ?f 63e.Z'Z.O 111"34.791 lJ99 ~ $~G_J.!l!L_..JJ1:Z2JLI. Jf99 ~ 5~':!...JJ.L__lJ.t16. DSS 496"32- q!f"l'r.,_~~t. _--.1./.).l!:>3.d:>-2.3 1'l.B. ~ 9 j~.,..21.:5 JlI!t!J../.. 7t?7 3:l.s. ~ '14.f~~3 11!2!B!t:...:&.5. ~U ~} 9 ~3 __.1l?_f1...IE-~---1JQ!U_..l2?..J. ~8._-=--__ .9.1.?!?L'I7'l____._u~e6.~_~/4 "!!lB_l1___ -'r...'J2.z..,-~.?1:.____,ll-'l!..PA?,'.38.._.___.lJ:16 ~ f \ 1 I I I ,/.' . .' I 0 o ..,. ..:(?-'~T ~l!tI~:::':~: ..... - . 1IIIl~=~ : :::.~:: 'lkl . .:: !~~~~~: ~ \.--:: , () (~':f;;::f~~\i,'; ";:.' ,I 0 . ' , f ~' ,p..f""i:1"\"w~~', ..."......r'.'''/! ... . .. ...... .~ ~i~ - ~;;.;;;;. ::~; ..... J'. " ,I _~~~~x,tDOJ o ..- o .. -,......... .......... ',l.J;JO' .OJJ.......... " 'B-/ J 69-/) /<1-1 t:~f-'" eM) lo,;~. t#J .r/iIJ ~~ C ,NIH<.JU l<'te,.~ I~ifl/. .. .,., I r I . r'I)' U.1'Peli?. HoH - OMrreol..- ( -l-tJMn'c9AJ f)F ~T~' h!. ~FCU)1'G"J<.V /12 ~/4;'" ...............,.... Z <(' :I:I- I-ffi a: ::E. ~=- -'u uO en 0, enLU LU:I: -'I- enu.. -0 ~~ ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 Z 1-, wWi ~ ~h Uen 0- o t:, Ww; :I:u 1-- ~b Z wen, ~~I ~ '~ , Po1nt/Point Inverse Oat.. File UHH Point Bearing Oi&tanee StaUDT' Northing Ei!lsting ---------------._-------------------~~---------------~-------------------- 6810 0.0000 314540.8967 1112295.1910 N 80 II Z7 E 452.1744 6910 452.1744 314617.9318 1712740.7550 S 87 52 52 E 491.2039 7010 943.3783 314599.7699 12 \3231.6230 .&.................. Point/Point Inverse Dat.. file UHH Point Bearing 015 t anell Station Northing Eosting -------.---------------------~--------------------__4__________________~__ c 6810 Rad1ulI Point 6910 Arc Date: 0.0000 314540.8967 12\2295.1910 314617.9318 \212740.7550 Delt.. (OMS) \9\ 55 41 __ :.,.... I , I ,0 , ~ /'I1"'f;t; ~, ~MIO ~'Sz.,I" ",II:I ...41\... f~ ... .:!.'!..:..' 'I..l. 4e'. A'~ .' ,,4 "SolO "s,ze. ~D "7O'D .fIt lie, ' r,t> I 0 0 0 (\ C J~ ~" ..~~ . =='~ :~ :'....1 3 '::;~~1l~~(::~"':',':~..:.. o '" ,', ....,';:;/,ci. G ~'11~~"""rl"~"J '" ,,'; = L'=-=~ ~ -4 It.. .,. . '1 ~, ~:.!:. . '''"'"'",-:,,':'-:r''''' . (. I -;,;~;~t.,)D . ',' .". '," ~~~~==,~ ~'~~~ -' 32xlo . c,~1iIItJ 11_ "'-1IIIlIli ...... IT'- '("0. =: I - ,.- Z <(' :I:I- I-ffi a: ::E, <(:::> LUU -'0 Uo en . enLU LU:I: -II- enu.. ~O, ::E~ (2::; u..<( ~a' :I:LU I-:I: ZI- ~~, WW, ~ 5' Uen 0- c t::~ ww\ :I:u ~~, z, ill en' u-' i= ~! o " Z , , ':r'"'' o o \... (. c ( o o .. .' ~-24-199b 139:34 .,., rn. Uo#- 'In I'll:> r--~-'- , ~~ ~A.)'T"/1-"" R(!"t>>IIE"I!.'7 - tDCA:nOV GF r!.()1.J7/. 1>rr;. E>2>-I) 661-1) 70-1 1:." !ll) (;-IJ .................1'. Point/Point Inverse Data FUe UHH Point Be..ring Oi..t..oco Station Northing ----------------------------------------------------------------,~--------- Eastinl;) I . P.02 c;..Ro...,,.,>> r"~L" Tie> (At<- (:;1_ ~1Cr. 68\ 0.0000 9961 .770B 9781.1946 N 52 57 31 E 452_2334 691 452.2334 10017.2076 10230.0172 5850635 E 491.2885 701 943.5219 9975.3271 10'71U.5174 ....&....I~......... Point/Point Inverse Data File UHH POint Bearing Oi5tance Statton Northing Easting 0.0000 99SI.7708 ----------_______w________________~___________________________________~___ 9781.1946 691 Radius Point 691 Rrc Data. 10017.1076 Delta (OMS) Radiu5 Ar-c Length Chord Length Tanqent - N 92 57 31 E S 85 06 3S E N 99 10 20 E: Tangent Point 701 1514.9079 9975.3171 If'SZ. t~' A','. . -,.-.----. he,/ I I, ''f,D5tJ> r;~ ~ . 4'9/.2' ~ #, . P'A,'. . ~ ____ ., i~'"iAi-'- -..---- 10230.0172 10719.5174 A 7e> I TOTAL P.02 ", :~ ..:,': ~,.~;~~,,~~1~t~~1r~i\<f)..:j-:~;:;':;;':::~.tt,i~i;~J~ 0_ '~.i ... .. ' I : liIiiIltlillMlt .It - o o :32)<10 '.' !lIlIIlI! ., '_ r I I o ..;~ o .. : ",;\ . - .:. ~H dam:1'la^\!, " ~ Ot-l :1=11:>1.-1:> -1"Ie:S. "t'1 "Po~\!.j~ ~...'~.'1b "THE' , . . . t....D~~D Cowr-':::'.~' (ll:bl!>"l)b'H ),0-1 -) ,wp ~/"J 1'~~ ",' 'f'. /Jo~~ ~'-I a......l.>\~E~t.c.) 'P!:2. I.,lfz.: ~/'" I ....\>IP-V-E!1 . Point/Point Inverse Oats File UHH Z ~~ I-ffi ~::E. ~a uO en c. ff3~'1 -'l- (/) LL i -0 ~~' ;2::; u..<( ~a i=~ ZI- ;::0 Z 1-, LU LU1 ~ i~h Uen o- ct:, ~ t':l Co', I-i= ~O, Z wen !dJ': b'"'.! Z Point Bearing Di5tance Station Northinr;J EastinQ -------------------------------------------------------------------------- 691 0.0000 9961."1708 ,9791.1946 N 9Z 57 31 E 452.2334 691 452.2334 10017.2076 10230.0112 59506 35 E 491. 2895 701 943.5219 9975.3Z7\ ,10719.5174 5 65 5Z 13 E 419.6800 711 1363.2019 9903.7608 11102.5270 5 81 31 13 E 450.2100 121 1913.4119 9737.3739 11547.8154 N 66 53 39 E 370.3500 ' 731 2183.7619 9992.7127 11998.4556 N 5Z ZI 4Z E 470.8900 741 2654.6419 10170.2680 12261.336Z .................... Point/Point Inverse Data File UHH Point Bearing, Di51ance Station Northing Easting -------------------------------------------------------------------------- 731 0.0000 9092.7127 11988.4556 5 73 48 55 E 19.Z800 5Z6 19.Z800 9877.3387 11906.9715 .................... Point/Point Inver5e Data File UHH Point Bearing Oi6tance 5taHon Northing Easting ----------~--------------------------------------------------------------- 731 0.0000 988Z.71Z7 11889.4556 ,r"" 5 3\ 18 04 E 31.4800 I 5Z7 31.4900 9855.8147 11904.8106 . i f I 0 ,................... Point/Point Inverlle Dlltll File UHH Point Bearing Di5tance Station Northing Elllltil1g -------------------------------------------------------------------------- 0 731 0.0000 980Z.71Z7 11899.4556 ( S 3\ 19 40 E 31.7400 5Z9 31 ;7400 9855.6009 11904.9594 ........11.......... Point/Point Invllrllll DIlIa FilII UHH Poi nt Sooring Dilltanco Stlltion Northing Ellllting -------------------------------------------------------------------------- I' !\ \ l cJ 2:: cl :z: .,., ~~ ~ ;:]'~ ~ enci5 - Q 3!~ ~ :it3Sl~ (!).!8!'l:u.; Z as:- ffi~Ji~ ~~f~ ffi~~~ en ~ 2 I o o --=--- >'( .'..0 ,: .~~~ " C) .,...'.. " '" ,..:. .",'" 32>< liD.; ~~'i~, ' ..I J ... J . .., . ~ ..~. .~ I .- Z <(' :I:I- I-ffi a: ::E, <(:::> LUU -'0 Uo en . enLU LU:I: -'I- C/l u..' -0 ~~ ;2::; u..<( ~a' :I:LU I-:I: ZI- ;:0 Z 1-, LU LU ::E ::>! :::> 01 uen 0- o t:, WW! i= !,!. ~b: z' wen' u-' i= ~I 0, Z i , :r." , I . ; o o (:-.~o~ -" . / 5Z6 /./ . / 527 J ,/ ) -4l !;~G. .'"' >2:7 >l~ r. '. c { o o .. 11906.9715 @ 1 0.0000 9877.3387 \ S 05 43 59 U ZI.6,3Z2 21.632Z 9855.81.47 11904\8106 S 34 49 Z5 E 0.Z605 21.8927 9855.11009 11904.9594 .................... -S28 C-et.3 ~. H~IJ, -/<- 2 ~ /IJ I'G 4 Ultt... jH.J2.. 11. t : ~ G./..O It. c... . . -~IV (i,f1"t,}1< r-'I- -lr- ~~ I ~I)~ . ~ "Is.'). .1 - ~&:t.tI1tl1 'll4 ~~~ ~ llh~ ..pWJt"a-t- tie!> \~ 2- (~) ~ WJC. I-i&'-.l "'!I/.~ I! . e. . .- "'10 I~Z-'l T21U Il"W seo Sf> 00 /032-+. e"'"71 WH,e.%"'I1 N BZ'DS'-t-r'E 0.70'7' IO~Z4-. 172.", 11"141. B(,~'7 ~ L..ol..'\T>'o,,", t4 (.~, 't'z;>1;'n'ot..) ~ o/e,J p~ot-V ~ :I/ "AQ>> ' ">;'\.~j,/.\J;;;(\ ,,' .' ." .. ':-,' I'.';' 1 ..- THlITV s \ ~\)\\JI.. e-" "'~ ~I~ ~'" ""~l\Vo''l~,;( ,::\,,"""<J I,)O~ '('If v c.5 2: d z '" ~~ ~ ::;)'5 "CJ' ~~ICl~ Z&&l-:- <('Vi Ol '>t <-f') !it .~r I~I: ~fi!~~~~ ffi ~ ~~ {r', w ....~lJllC"~1 Z;:;;J Lf) ffic51 ::!. ffi~~~ (J) ~ ~ I o o , -, '. - Z <( . :I:I- I-til a: ::E. <(:::> LUU -'0 Uo en LU' [l:I: -'I- enu.. -0, ~~i ;2::; u..<( ~a' :I:LU I-:I: ZI- ;:0 Z 1-, LU LU' ::E :::>,1 :J C~ U en, 0- Clt: ~~. 1-- ~bl z' wen !:! 5:' bh; Z ;r"" ,I 'I o o . <C"-O ( c c. o o .. ( **.................. *_.................. 527 Station = 47\ .09 Offset = 0.16 .................... 5:?7 Station = 470.93 Offset = 0.19 -> (,f:I~1> 1<<:.) .,:'f. (n-tt.t . o\7o~.) 9'00 I I q.<;'2.b I ..~., o.I~" 0-' .1. I '''2.10 ,i ! . o.l~ ~I .~ -. \ 11~' . I ~J i"~ "r'" ...,.", ,_~;!e.r~ '''~'" 9855.8147 9855.7999 9855.8147 9855.7972 19 I:'!\. \1904.8106 11904.9695 11904.8106 11905.0025 ti 2:: d :z en ~~, ~ a:s rn ;::1'5 ... env> - o ..r!5l ~ ~~lR~ Cl.s;~':.':. I~i~ 2::~fm ffi~~i ~ 5 ~ - '- .~ ", '1-1 l , . I J o o 32xlo 111I iii .. 11II II 1!IlIIlIII',., . .-. . . .... . . .- .- .. II,. . - [I .. - o ,,- o .. o Z <( . :I:I- I-ffi a: ::E. <(=> LUU -'0 Uo enLU [l:I: -'I- cnu.. -0 LU>- ::EI- ;2::; u.<( ~a :I:LU I-:I: ZI- ;:0 ZI- LU LU, ~ 15'\ Uen 0- Ot: LULU :I:U ~13 Z wen U- i= ~: o Z .r' o e I I I - . .. - -- - .. 11II -. I .. .. IiII III II .. .. . _0IiII - II III II III 11II11II. NIi ... . 1111 .... II ..".. _.. m . .. .... - - - - . - III - o ,- o .. z <( . :I:I- I-~ a: ::E, <(:::> Wu "'0 Uo en . enLU LU:I: -'I- en u..' ~O! ::E~ ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 ZI- LU LU, ~ ~h Uen 0- ot: LULU :I:u 1-- ~b Z wen u- i=~ o Z I <11L. l.vAI/(ovT 7 CPDC.. Ifult . t .~" . ;/I,J pt 's O~ Itl,i P..€ " --.-. ., ..----- ~...:.-:-- -.. . _. -- - -l-~--l~~.~ I - I .-. ~'-_..-'-'"'i-'~---'-' 1 I ... :,.~"-':=~~~!=~:=~~F--,:-~-~.l. .. "-1' .....-_....---..I'.--I--,--..:.-. 1 . . ;. . . , , . . , .! . ': ~- ...- ,----,.----,'1 ';''''0'----- .-=-----~i {D6 (.~LB ~~.uU.I'I.t.JAI1I1~LL_' r~'i'?lle ...,'iE'il we IW MY ' ~/"H I!. 'II Ii 0 , 1.1 [.:_!L b7.____ ______ ' ,r' . i' . --. O;:i-:- ----..-- I!~.,~.". J:;,:.'f"t.. ,-'1-- . . "-fl;t.,,-- -- ';;:'I:~:S', ',:.2t"~7:7~: I i I '." .$ Po T 1 "'~ " T)(..:.., -/iF . _::.:.__ .I L I . 'r~. 'Ir. ".8~~ ~l ~ ~~~~", :'-'-6'; ...,.L~-.. .sf' I. VO :' 7 It .-..IL1".:~9- _ll..!!u ~. .!18z'1"'vS: C!1S:,b.Q...rO''7~:__-:-- ___ .1 ...;;~~. I 'k '~'.:'Hf:.~';~" ~_'t, ';~==__';~ . ... ........--...-i....--.---r-.---.-.. "" ~'t r.. ' ..-.-----r--.:----.. o o o \', \: t :' . E ..~. , Q i , _ .' ~. ~ ,', .'. " " '". ,', :, t j' "',, - " " ' ;, "," _ . ,,' _ " . - . "_". , . .' . .~, -.... , . o ,- o .. o z <( . :I:I- I-ffi ~ ~~ LUU -'0 Uo ~W' LU:I: -'I- en u..' -0 ~~ ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 Z 1-, LU LU1 ~ 51 Uen 0- 01- w~! :t u! I- i=i ~o z, wen u- - :I:j bl-', Z ' I j I ! \ ;; l ''Ii ':;i ~l :1 "~ . :} Th ~i I I IIM_ II'IIlM~_oIt~U ""1.' ....' ~. , >0', lIJ(~bll ' : ~'- ,:', ~ :u~~ :'~:~~~:-.~ ~~'. .~ ,,'o~J ....:;..". 'j. ,..::.... lllIiii...iIJW:= ... ;:~,~i~E:::.',;C":":':~~~;:".'''i.d,,, 10 " , j'~_rM~;:T'_--'~.t ~~-"'Illlt."' \ 'I l '-1 ,~ \;~ 'i :I ,~ 0 :1 i j 32Xlo ''"-~.'"WIIII''' _ .'r... o .. o -- o III o z <( . :I:I- "".t5, .:';:::J;:.~;~;^;..,~~';,~'~j,';,..:,:;,;~:;",~.;:.l:2/1.>L~':,iJ~':i ;:;;:::'';j,~;:S1::';;L,:~;,~~~;.,,~;:Ji:;i~;'i~'i..~Di;;;;.:>1;(~~'~\:b:';.;~.t:""i.."ir"";.(;"lJ1''''~"' ~~",_._. _~_. fMARILYN LEWIS 710301001 r UPPER HOH RD - XOl2Y4 '\.- o , I <<32XI.Dj .. . Ire.... x,""" o ..\iM:I!iIIIIIImI / . . ( ~ (: MAINTENANCE EASEMENT IN THE MATTER OF JEFFERSON COUNTY ROAD PROJECT X01244. UPPER HOH ROAD: KNOW All THESE MEN BY THESE PRESENTS, that the GRANTOR. MARilYN D. lEWIS, as her separate estate, for and in consideration 01 TEN DOLLARS and other valuable consideration, grants and conveys unto Jefferson County, or its assigns. a perpetual easement for the following purposes: the right. privilege and permit to use the hereinafter described lands for the purpose of ingress and egress to construct and maintain a rip rap bank stabilization Brea facility over. under, across. and upon real property. situated in Jefferson County, State of Washington, described 'as follows: All that portion of the hereinafter described Parcel "Alt. lying within a strip of land 60 feet wide. being 30 feet wide on each side of a survey line as shown on Right of Way Plans for Upper Hoh Road. County Road Project X01244 as approved September 3. 1996. and extending from 428.81 feet right and southerly of centerline Highway Engineering Station (herein after referred to as H.E ,S.) 2 + 68.75; thence northeasterly along a curve concave to the southeast. having a Delta Angle of 33020'40., Tangent length of 252.48 feet. Radius length of 843.03 feet. and Arc length of 490.62 feet, to opposite H.E.S, 4+76.69 and 30 feet southerly therefrom; thence along the southerly right of way along a curve concave to the northwest having a Delta Angle of 00038'08". Tangent lenuth of 3.71 feet, Radius length of 669.76 feet. Arc length of 7.43 feet. to a point opposite H,E.S. 4+B3.78. and 30 feet southerly therefrom; together with B 30 foot strip of land lying southerly. parallel with and contiguous to the southerly 30 foot Right of Way line beginning at H.E.S. 4+83.78. thence easterly to the easterly line of HOMESTEAD ENTRY SURVEY NO. 122, ~- The land being conveyed herein contains an area of 1.07 acres more or less. z <(' :I:I- I-ffi ~~. LUU -'0 Ua U) w: ~ 1=1 enu.. -0, :1 ~. ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 ZI- LU LU1 ~5' Uen O- at: LU LU' :I:u 1-- ~b Z W(/) u- i=~ o Z Description of Parcel "A" which Includes HOME ENTRY SURVEY No. 121 and HOME ENTRY SURVEY No. 122 described as follows: PARCEL 1: Home Entry Survey No. 121, Tracts A and S. Section 30, Township 27 North, Range 10 West Beginning for this description of Tract A at corner No.1. from which the East 1/4 corner of Section 25, Township 27 North; Ranue 11 West bears North 64005' West. 22.10 chains; thence South; 89" 13' East, 4.58 chains to corner No.2; thence South 450 West. 6.37 chains to corner No.3; thence North 10 West. 4.56 chains to corner No.1, the Point of Beginning; Seginninu for the description of Tract B at corner No.4. from which corner No.2 of said Trect A bears North B90 13' West; 85 links distant: thence South 890 13' East, 14.40 chains to corner No.5; thence North 1 (I 6' East. 9.93 chains to corner No.6; thence North B90 45' East. 37.90 chains to corner No, 7; thence meandering right bank of Hoh River, South 120 West, 1.60 chains; South 720 30' West, 3 chains; South 59' 45' West, 4 chnins; South 450 West. 4.3 chains; South 02' West, 2.10 chains; South 380 West, 7.70 chains; South 510 45' West, 5.50 chains; South 440 West,; 3.50 chains; South 260 15' West, 4.40 chains; South 820 30' West. 6 chains; South 880 30' West. 20 chains; South 82' West. 2.50 chains; North 860 45' West, 7.70 chains; South 50' West,; 2.20 chains; West 5.80 chains; South 5Bo West. 2.90 chains; South 850 30' West, 3.60 chains; North 7So West. 1.20 chains; North 5Bo 30' West,; 55 links to corner No. BI thonce North 10 West, 13.77 chains to corner No, g; thenco North 450 Enst. 7.53 chains to corner No.4. tho Point 0' Boglnnlng; Togethor with: Beginning at Post No.7 nt Southeast corner of gOlden fenco; thence Eaot. declination 23 1/40. 690 foot to Post No.2 on East IIno of the northwast 1/4 of the Southoast 1/4 of Section 30. Township 27 North. Range 10 Wost; thence North along said IIno, 406 feet to Post No.3, sold Post bolng 242 feat South of 1/18 Post on quorter line of sold Soction 30, from Post No,3;. the prosent troll will ba moondored to Post No.4 en South sldo of troll; dist"n"u iJatwQon Post N".3 ond PODt No.4 to bc 544 foot Wast: trnllls not to be obstructed or Intederod wllh from Post No.4, South 196 foet to Post No.5; thenco 120 feet Wost olong North slrlu of buildings to gordan fanco at Post No.8; thonce South olong Eost side of gordon fonco to Post No, 1, the Point of Beginning. r' o o PARCEL 2: Homostand Entry Survov No. 122, Trncts A nnd B, Socllon 30, Township 27 North, Rnngo 10 Wast, dascrlbod OB follows: Boglnnlng for tho doscrlptlon of Tract A ot cornor No.1, from which tha Eost 114 cornor 10 Soctlon 25, TOWnship 27 North, Rongo 1; Wost. boors SOllth 09' 57' WORt, 49.05 cholns dlstont; Pogo 1 of 2 (--'--0- _ - [ ,Q(,) A. , t..... .A~ ';'i' "" i'!~\Wh~.'/'; ,",:~:r,.; . ,., .. ........, (' ~I ~ 1 , ~ t :ii ); 10 I . o o h. .' 32 X 10 : IIIlJtIIrIll.- ~ , - Z <( . :I:I- I-ffi a: ::E, <(:::> Wu do 000, C/lLU w:I: -'I- 00 u..' -0 !:E~' ;2::; u.<( !!la :I:LU I-:I: ZI- ~~, ww; ~5'\ Uen 0- ob ww1 :I:u: I- i=. ~o Z wen u- i= ~i o " Z :r'~' '0 o ;LO --- - o ( (}\ thence North 49'00. East. 4.89 chains to corner No.2; thence North 8So 27' East, 10 chains to corner No.3; thence North 00028' West, 9.25 cheins to corner No.4 thence West, 10.08 chains to corner No.5; thence North, 3.0S chains to corner No.6 thence North 760 East, 30.85 chains to corner No.7; thence South 20 39' West, 21.86 chains to corner No.8; thence meandering right bank of Hoh river, South 160 15' West, 3.03 chains to corner No.9; thence South S90 45' West, 27.94 chains to corner No.1, the Point of Beginning; Beginning for the description of Tract B at corner No.1 0 from which corner No.6 of said Tract A bears South 63 links distant; thence North 6.29 chains to corner No. 11; thence North 8So 20' East, 2S.56 chains to corner No. 12; thence South 760 West, 29.42 chains to corner No.1 0, the Point of Beginning. All situate in the County of Jefferson, State of Washington. It is understood and agreed that the delivery of this Easement Is hereby tendered and that the terms and obligations hereof shall not become, binding ,upon Jefferson County unless and until accepted and approved hereon in writing for Jefferson County, Department of Public Works by its Director or her duly authorized representative. *** See below. Dated this ~ day of,.:;f:A'-€"h<'tf ;crt,? SY':,;?/~A/L ~)11 C/~/..~ Marilyn M. L~s, Grantor ~ JEFFERSON COUNTY Department of Public Works Sy: STATE OF WASHINGTON ) COUNTY OF JEFFERSON )' Ss ~~:~"J/~ .'~--.. q ~ On this day personally appearad before me Marilyn M. Lewis, to me known to be the Individual ',!Iib INfJ'1l " ~ '*' who executed the within and foregoing Instrument, and acknowledgad that she signed the sam a/iTJi fre' ai1fJr ~ ~ voluntary act and deed, for tha uses and purposes therein mentioned, ji( . ~~ ~ S; = = ~.~" :UE GIVEN under my hand en official seolthls ':f , 19~ \, ~... (/0.. .:;t j ~~ .........~ ~ ~ 61-tlNCftO ~~ ~/""1/"IlI\"\\\\~ *** As 11 part of the consideration for Grantor's conveyance of a right of way and easement and in order to prevent future loss of property due t.o flood erosion, Jefferson County, state of Washington agrees to maintain and pranptly repair any future flood damage to the riprap bank stablization area facility described herein. Pogo 2 0' 2 : -- "~,t).;~ .~., . ", .~ .l'~~. It ,." 'i'. :" <~ \' o I o o 32 X 10 , .- Z <( . :I:I- I-ffi ~~, LUU -'0 Uo en LU' [l:I: -'I- en u..' -0, LU>- ::E 1-' ;2::; u.<( ~a :I:LU I-:I: ZI- ;:0 ZI- WWl ~~h Uen 0- Clt: LULU :I:U 1-- ~b Z Wen u- -:I: bt-' Z ~.,.' o o ;s.;- 0 _dlll . A Prior Poll No. Vesting r - r o o .. -\2-'1h ( ( R- 4-h 71.~_ PARCEL NO. ,10 .301 001 ooz 003 30-27-lo'N TX 2-4 OWNER I SELLER Le\N'I'::::; 110 0(')' gs~--1L~,.j 301 Subject To: ,10 ()02__,~.s-~].t.::z,g,:_. 30\ '" 0 ~n I ,._oQ3. V)5 JTli4-1 Taxes AssesslT1ents VOL. Ir:.s::~. rAGe 1"11.1 NO, GRANTOR !'I.ave you examined "General" of lot a_~co;lOt? 1)( Ceec\ Ordered Taxes? ._<?r~l!!.lld Specials? ORANTI!:E ACCORDED .UIMAnIH .3(07 2 :rc 8'4 wD 4B2 \1 _J, '2fJ'\ q!:) II ~? .- D, _ \ND ----- V I VII ___.__~\'f1r WlLJU1 1\324S JlJ.S.f2 I _.._~~_~::L_. ,..~;"~.r=:::~~u- ~.'-'Hf), (~~d'. i"i'::;~~i!:1~;'!!,~~,i:' "! [) .,,10 ;; .........; i , .......~ 'f""" - , - I 0 o I'" ..."~.~, XJ r;j ,~~. ~ -'" '.r" '. ,.:..'...;....,'.,..~., - \'"I,~/' .,.~h't{,.;.,":~O;" ~<;'.'J'r ~,. "..~;-,." ... . t. ;", ~ t .,' '.'_ ,- Z <( . :I:I- I-ffi a: ::E, <(:::> LUU -'0 Uo en LU"I ~~ C/l u..' -0 w >~ ::EI- ;2::; u..<( ~a :I:LU I-:I: ZI- -0 !zl- W LU, ::E :::>' :::> 01 Uen 0- ot: LULU :I:u: 1-- ~b Z Woo ~~! o ' 'Z :r'" o o C"" ...... o o .. ", ~"---._----~- - - ---_.__._---~---------- ( c "COHD "'lr:KT "'It pouc.y e.JIAIN ""D." .." R-4b-pzs PII"ED AMIIT. "L.RNO. PI..... PARTY ..COHD "A"TY "blAI V/w ZO<t .Ef'lS CmY/t'~ lew"rs; PlAn#- I ~ 3 7D eswr I R.III i ~1Su.I~ ~(.D 1 51 70 ESh-f '2C.E:J8,S '1 I<=>I ,\. ~.330T e 11 I' II 'II ::7. R\ 7f) 20$7b rz. 13 ~I ~37 11.^ ., 8- ~(") .;-541 IK4 l'v\e'I. v', e klN"1S il" V1 Lewis ~~ ------ 3 3\ "Y5 ~ 'l/I lAs.~ , \-l\-OZ" Bs . : e,,,I"I' un,,,." No._ o L-~ ,-~> ~':"" ~ l1",lllHIIIIi1 .IIll\1lll-._....:.:;' - ~.:.; ..ut=fi~.. ':;~:r0~~'.!,,:."'~~lD , .', ~ ~i . ...~..... 10\. . "1, . I i ! ) I 0 o ~... <,' .tIItl 32 xlo RM.'-__ j;:'lSIi8I&Ia z <(. :I:\z 1-", ~~. LUU ....0 Uo en LU I~ ~:I: -' 1-' C/l u.' -0 ~~, ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 ZI- ~~, :::>0' UC/l 0- Ot: LULU :I:U 1-- ~b Z wrn u- i=~ o z r o o - ( ;0"(.: MAP SCALE GIVEN UNDER THE NORTH ARROW IS FOR THE ORIGINAL DRAWING ONLY. THIS COPY MAY BE A REDUCED OR ENLARGED REPRODUCTION. PLEASE REFER TO THE SCALE BELOW. f lOfX 20,0X I 40~X I . BO?X , I ,89OX I 1 I II. I,. - I~O' I I I I I I roR ORIOINAL MAP SCALE: X - 1/2 FOOT 1" . 200' X - I FOOT 1" . 400' X _ 2 FOOT ::;::~~ IHE ASSESSOR OOES NOT IN ANY WAY GUARANTEE nlE ACCURACY OF THE ACREAGE ANa PARCEL BOUNOARIES OEPICTED ON THESE MAPS. PARCEL SIZE AND LOCA nON IS BASEO ON INFORMA 110N AVAILABLf., INCLUDING RECORDED SURVEYS. LEGAL DESCRIPnONS. AERIAL PHOTOGRAPHS. AND VARIOUS GO'o\!RNMEtlT SOURCES. II\jERE THIS INFORMA 110N IS INSUFFICIENT, PARCEL BOUNDARY LOCA nONS ARE ESllMA TED. PARCEL MAPS ARE UPDATED FREQUEN11.Y. PLEASE CHeCK \11TH THE COUNTY ASSESSOR FOR THE .. ,.- o o 30 29 ~ GO~" 3~ ( \..0\ ~ 0'\ V ~,,\ GO .710291000 N 1/2 OF SECTION (LESS PTN TAX 1) .152.70 a. (U.S.) :--.1'"\ GO \...0"\ ~ --t ORIGINAL HOH RI/.!'"R ~. . .... S"'1i' 3 ~ I z .... '" I o !3 .710293001 TAX 1 B0.40 a. 710294000 S 1/2 OF SECTION (LESS PTN OF TAX 3B.BB o. (STA TF:) 30 29 31 32 .710294000 S 1/2 OF SECTION (LESS PTN OF TAX 1) 2B.1i o. (STA TF:) THE ACREAGE FIGURES ON THIS MAP DO NOT INCLUDE ANY ACREAGE L VlNG BETWEEN THE BOUNDARIEs..ClrJHf ORlnlNAI HnH, RIVFR ANn (32 - 27N - lOW) (=-~------ 3D -- .~~ ," ,,, ,~ ) ~">-" ~ :':', i"'::;:' c.1I,. .. IIIIIiluIIII m.. ... UlJ _:..:..:~ t. 10 lL L ~~ .""., .:.::&:ill....'~-.........___ - -.-'-' ..._~ - \ ,I '), 0'\ V ~,,\ (,0 '0< ..~ 32 X 10 .. f~ lltl r 0 ',- 0 .. I ~ GO~" ( 2> \,.0\ be 0"\ v ').,. I '- N,'"\ ~ (,0 ,"\ 0"\ v 710291000 N 1/2 OF SECTION (LESS PTN TAX 1) 152.70 o. (U. S.) N.'"\ (:;0 \...0"' ? -l........... .' t.I"~ pip~O'll ...... ..... ORIGINAL HOH N/~N HOOO 1 OF SECTION i PTN OF TAX 1) l o. Tt:) 710294000 S 1/2 OF SECTION (LESS PTN OF TAX 1) 28.17 o. (STA Tl!:) CREME FIGURES ON THIS MAP DO NOT IE ANY ACREAGE L VlNO SE. TWEEN THE 'ARIF.S O~ T~.oBJ~t!~UD~ . QI\~Q '.~" C .. ,.,,'.. .Mb. JI.t__ ~............ (32 - 27N - lOW) o '\ 0"\ V 710291000 N 1/2 OF SECTION (LESS PTN TAX 1) 46.64 o. (U. S.) '0 ~'\ GO \.,.0\ 710294000 S 1/2 OF SECTION (LESS PTN TAX 1) 87.97 o. (STA Tl!:) 0"\ V N.'"\ (:)0 ,').. 0"\ V N,'"\ ,,0 Jl 1IIIllIlI i. Q J:)';;-'i~il~,!,;, , , ...'.,,,..,,,,,..',,,,.'.'.'.;,,. " Iilll .. ,- . ,'~ ,~ ... n 1 1 .till' -'--'llIIIILllilI~LIIll- _ : t!' '. '. c' 29 28 OJ 20 28 32 33 10 ~.r--':;;"'. TWP27N RGE10W ~ S! I :z ..... '" I '" ~ SCALE: 1"=400' ORWN. J/20/0' PP RE'ASIONS '/6/0' PP \ 1 J .l .'f. , > I ~i 1 ,~ * J ;1 .,~ t ;.1. '~ ~v II .~' :} .'t ~l ,-.\ ;:z j i 1 1 ) I 1 I 1 I 1 j I I i o I 1 32xlo ..,- , o ,- o .. (NE 1/4 30 . (41.93 C.)_? 710301004 TAX 1 MffRI/..'f' N LEwiS 1\.5 '82.. -up.p"e.. HatI zJ fDe../!..$, wA "l~ 331 (,,074-1.. ~e.""''J<::' "" 100.55) Tfty. (CA.~ of ftfi'::;.jj./Zl) s;- O ~ APPROXIMA TF: /' /' ./ -' I z r-. '" I o t<l ~ ~ == Ul '-' MAP SCALE GIVEN UNDER THE NORTH ARROW IS FOR THE ORIGINAL DRAWING ONLY. THIS COpy MAYBE A REDUCED OR ENLARGED REPRODUCTION. PLEASE REFER TO THE SCALE BELOW. p. I "- o .. I (NE 1/4 30 - 27N - 10W) I) CUT "--"" ..... ..- ..- ..- ..- ..- ..- ..- / / ( ) I / / / / / ..... RIVER BED ..... .......... SE 1/4 SEe 30 TWP 27N RGE 1 OW 3' o ... I z ~ en N ~ ... ~ :~ , !1 ..~ ~ ~ :~ i1 .'1 j I 1 r r ,- III I .''-;;9, -, t" , , " . .." ". " MAP SCALE GIVEN UNDER THE NORTH ARROW IS FOR THE ORIGINAL DRAWING ONLY. THIS COPY MAYBE A REDUCED OR ENLARGED REPRODUCTION. PLEASE REFER TO THE SCALE BELOW. 0 100X 200X 400X I ,60fX I I BOIOX I \ I \ 1 \ \ \ \ \ I I I I I \ I I 11' lr -, I I I I FOR ORIGINAL MAP SCALE: 1" ;IJ 10Q' X = 1/2 FOOT 1" = 200' X = 1 FOOT \ '" = 400' X a 2 FOOT . THE ASSESSOR DOES NOT IN ANY WAY GUARANTEE THE ACCURACY OF THE ACREAGE AND PARCEL BOUNDARIES DEPICTED ON 11-iESE MAPS. PARCEL SIZE AND LOCAilON IS BASED ON INFORMA1l0N AVAILABLE, INCLUDING RECORDED SURVEYS, LEGAL DESCRIPTIONS, ~' AERIAL PHOTOGRAPHS, AND VARIOUS GOVERNMENT SOURCES. WHERE THIS INFORMAilON IS INSUFFICIENT, PARCEL BOUNDARY LOCA ilONS ARE ESTIMATED. PARCEL MAPS ARE UPDATED FREQUENll.Y. PLEASE CHECK WITH THE COUNTY ASSESSOR FOR THE LA TEST REVISION. ~m:;;r: '. n . i<< ~ , . ., ., , . .. FOR MORE INFORMA ilON, CONTACT: JEFFERSON COUNTY ASSESSOR P.O. DOX 1220 PORT TOWNSEND, WA. 98::see ( o o . ~ o - ,/ ,/ _C!!!, _ __,/ :z I' C'l o 1"1 .... ....... ;: e o Q. ~\.;') ... Q ~~ '0 ,/ \.~\~ ,/ / ~\l1 ..../\-&(1. / (I. .... ....O~ //0t-1~ /~ ,/ .... ;oi--\V." __ __ "l'f' o. '2.." c ,,0, ~\\) , \..I'--\~ ~<? ----_.-- 710304001 GOV'T LOT 11 & THAT PTN OF S 1/2 OF SEe LYING S OF RIVER THREAD (LESS PLATTED & TAX RF3-RF12 & PTN TAX 72) (NE 1/4 31 - 0, (~_.__.- ,~ , . r '~..~~ ,~.~':::rt~;~"::;:~"~:~f:~'~"'~~' .".;, .' . " ~'~- 1 :- ...---., ~1"'1lIiiiiiiiiii--- I "';';;;' """'4 C', ' 00 ~. " '.-', .:,', '.. ...,...... _'.'C- ,..,,\......_.>.:'.!;:_;'.', ,,'., , , ' ".:, l , ~J~tiJ1l,L_=-'~-~~ ~ JIlI.'J'OII ~ ~L ~.~... 10 ~ .... :.t. '32xlo ~'. -", ' .~ .... ,- _Ie /' CUT ""./ ---- o o .. RIVER BED ;; ~ z r-- N Ol N v "- s: U1 l{) c: ..... "" ./ /' / / / / / '00 c. 'O~Ol /./ ~\'-J.~~ /'-: ",,""CU' /""\-.fi,.'(.. "" ~ ",,""of '0t1€' C. \o~'\ ~\oSl , \ \>-\~ ~,?"" ~ THREAD PTN TAX 72) 29 (NE 1/4 31 -, 27N - 10W) ( iC~ ,0 .-.- JEFFERSON COUNTY ASSESSOR I;, .:' ~'..' "-~~"_' 'i o :: '. '--~"3' , ' '0 (,::'1 '.,..., '.",..."-- - DRWN. 2-16-93 PP REVISIONS 1-18-94 PP 4/27/95 PP 7103040 o I; ,32 x 10 1llIIIiMI'. j, ".... '"~'. ,:,I'~l, \^~""t. ,I.._";.:-~.,,,. .,:..!.... '".;,~, .':"~,::"':' I i'I"J; I"; . ," I~I.' ,":.....~:' ~ t,:.. {I'" 7,t'...~.} ,',~ J "1 .r,". -/.l;' . . o 24 19 25 30 (19 ":> 0-<" V ~-<.. (,0 -1 710301005 BALANCE OF SECTION 246.90 a. (STA TE) -S7"ATC of \.J1'<l~Ip.JGT6N :U\-l~ f,o,~x. ~lDO\ 0~""fl\;:'IWp., 9850'-1- 7601 ~ 0-<" v ToTAL a...0...<:.s !j1 :< . /p'7, ~ ~ ~ ~A.... (:)0 I z r-- N l() N ...... 710301005 BALANCE OF SECTION 90.23 a. (STA TE:) ~ GO'i'\ HOH ROAD '1 2.06 o. ,-0\ 8 ~ Q. 0:1 UPPER 0"- V ? ~euJ\ ~. 32.27 :::>~"~X" ..... MAP SCALE GIVEN UNDER THE NORTH ARROW IS FOR THE ORIGINAL DRAWING ONLY. THIS COpy MAYBE A REDUCED OR ENLARGED REPRODUCTION. PLEASE REFER TO THE SCALE BELOW. ~-<.. (:)0 ~ ""'...., .""" ..~ ~ -"'-_."~'."---"''''-'---, ,~~~\')j.f4" lr;m':J-,~.;,,,;,,,,.,.r'''~:-:'i, ,'" "".-"10 3"'2'" .'X" "1'..0" ' , i. ,..., t,- """"",l';L;'~:"r " '.__' L= ,'E' Mi. ~1IIl_] .. .~~ 710301004 TAX 1 ""'(--'0 Iliiall\Il -- ---11III-" .......... -lI.~1l -- ~ o .- o ~ I (19 - 27N - lOW) 19 20 30 29 SEe 30 TWP27N RGE 1 OW GO""\ LO\ 2- " 0' v " 710301005 BALANCE OF SECTION (STA TE) ~'" (j0 1005 ~CE OF SECTION o a. 710301001 N :d TAX 4 :0: lTE) .c 1;....,f 'Wr.1~ilr")C;T6,,r ~ -0-....,,,, ~lbO\ ,n',P\'-::'II))~\ . . 9856<1.7001 659.19 .:'/;l.0'1'; ,1'\ GO"! \...0\ <Jil- 1,,'!f-> '\~:iP" ~ 710301001 710301003 TAX 4 TAX 2 jIA', r.tOiS' . S !;V LV<) I 2 /'II' HE:S 12 ~ o - ..;L :In)'~,-I...l.;..$ ~ '_', ~ .""~ j :...~ ".c.....,.,.""..':':'-.,. ..,-~..~..".~ ':~''''',.':'''''-''~' ,.~~" 653.88 1301004 ( 1 HOH ROAD 2.06 a. 1 z r-- <:'01 01 <:'01 '-' \..0\ 'B . ~~J \..eu:J'- ~. 32.27 \<; " ".,;. ~;:::, :~',.:.. '~::,:;;...!. ,.. , : I 0 . . ~J"U.l':.:.~i!!!!!~!f. ,~::,~ ~;:!""".1":"'~ ;, 32xlo .,;c...:.:....:...o..:;*_ ~ ~ ..J.' .' "~. ." ,. "4{1'i:~~.:~: - MAP SCALE GIVEN UNDER THE NORTH ARROW IS FOR THE ORIGINAL DRAWING ONLY. THIS COPY MAY BE A REDUCED OR ENLARGED REPRODUCTION. PLEASE REFER TO THE SCALE BELOW. o 'OOX 200X 400X 600X 800X +++t-r-t-r-r-+-+++++-t-+++-\ FOR ORIGINAL MAP SCALE: ,. c '00' X = 1/2 FOOT ,. a 200' X = 1 FOOT ,. a 400' X = 2 FOOT 11-IE ASSESSOR OOES NOT IN ANY WAY GUARANTEE 11-IE ACCURACY OF 11-IE ACREAGE AND PARCEL BOUNDARIES DEPICTED ON THESE MAPS. PARCEL SIZE AND LOCATlON IS BASED ON INFORMATION AVAILABLE, INCLUDING RECORDED SURVEYS, LEGAL DESCRIPTlONS. AERIAL PHOTOGRAPHS. AND VARIOUS GOVERNMENT SOURCES. WHERE THIS INFORMATION IS INSUFFICIENT. PARCEL BOUNDARY LOCATIONS ARE ESTlMA TED. PARCEL MAPS ARE UPDATED FREQUENlLY. PLEASE CHECK W111-1 THE COUNTY ASSESSOR FOR THE LATEST REVISION. FOR MORE INFORMATlON. CONTACT: JEFFERSON COUNTY ASSESSOR P.O. BOX 1220 PORT TOI'oNSEND, WA. 98368 iC, ".-..,~,.~~.""",."..'ff~____~~ ,~: "-~~"~:~~t .,," I o .. ,~ o o It) '" ,.,-.,~, 710301005 BALANCE OF-SECTION 90.23 a. (STA TE) ()'\ V N,' '\ (j() ()'\ V ~'\ (jO , ' " .:' ~ , ~ ". ',. I" . '" . ,. ",.' . o ~ Go\J'\ ,() ,1/ ~) ~ 36 31 \.\~;.. -'_ _._A'=!.ROXIM~ TC..........- '".:' "", .'.':~~~ : . , ,'. LO\ B , ~ \.,.e.uJ\ ~. 32.2 710301004 TAX 1 18.51 a. - o ,~- o .. o ";,.. "',,,.? i'"lc'''''''~';';;',~. ~o;_',:,:S] :-It!'~<^;'r,!','~,,,!'" .:;: "'_":':~~: '"~~' ~.t.;':;'",,",o::;;.'I" !i/::;,:'" (/". ! -," - en ~ LO\" ~ ."',~ \....C-lY ~. 0301004 X 1 (31 - 27N - 10W) 29 32 "),'r -~\!~: ';l~ d~ti .;1F it 1 '4 t 1 .~ .~ ~~~~ pp f REVISIONS r 1-12-94 PP I :;::;:::: l 'r '" / JEFFERSON COUNTY ASSESSOR 7103000 <tf 0 ..bdt , ,'..' :. \D~:.,:' ".. ",:.,: 'C";{: <:' .~7?;:~;r)ij:;f:~ ..'" ,....:' ~-'''H;,.\;-'',\'''''.".{..,'';.;'~j~';\'_,i;,; > , ' '1"1\\ ,I, ", '''''::'':~'':'':l':~,~;,,:~-,}:''1;':''''~'' J.::~':,: ,tj '.'..: .,.."..-.." . ," ",- "'-"';':>, ",' \,;>:i''''L'/~''';'' "'" .- . I II II ., I II IIIl III .. 11III . III I IIll . .. iii II . 11_ 11II III . III . .- I! Il!I 1lII- - .. - II .- III .B o ,.- o .. .. 19 20 30 29 (2C l>< GO"'\ ,-0\ ~ 0'\ V :A~'\ ~a 710291000 N 1/2 OF SECT (LESS PTN TAX l52.70 a. (U. S.) oN-F -1 ORIGINAL I Z " N I o n '-' /D 00 ~ 1){)z,,'\...a~j .' GO"'~ -;B ~ . SAND I i 8.' ~...". ~ o . . . 7102 TAX 1 80.40 MAP SCALE GIVEN UNDER THE NORTH ARROW IS FOR THE ORIGINAL DRAWING ONLY. THIS COPY MAY BE A REDUCED OR ENLARGED REPRODUCTION. PLEASE REFER TO THE SCALE BELOW. ~u A:.~t'_~s.,.J '(-_.l..u.. -~ -~ ~. , I. . ~~ ~~-"""~I~ft.i, II '\ ~~~~:i"~ ' ,'f~'~'-"'I.",.:....Q....;.:. ,..,...............~Wlti,.~~"'.'.~".ll'..-..:lilf'~ Q' ~;: 'j,~;";r,',;:},,::.:,<;/:\'::I':,,'.,,/':.;',';')~;,':,''::/'/';0, :"""'".' ; (''':32X'IIU:: o ::; :'.-,::" ;I~:":;;:~ ,'~'.:;::;.'~,\..;:,:{~,'-:' i::.'::',:,{" ;,' ::J:;'>-:}':::{,:::~:,~/;,':,:J:'>~~.;. <; ,;I,':~':.(~:': ':'-":":..;':'~'>::'.:t ',i",:'~:"':';';:,',:"':/~': :':> .:; :;:.::.: ;'~:~>'r;i'::) ~:.:":,~:;,,""~:;i";.I,:~:;:,~' :::"..;:. ,:,/::,,:/' :':.:~', ,:::;., ~': :.,'. 17 - o - o .. (20 - 27N - lOW) 20 21 29 28 1 I j ! i ! J I 1 SEe 291 TWP27N RGE 1 OW J'\ LO\ 3 , 1.- ~\" ,'\ o~ . G .~ ,,0 710291000 N 1/2 OF SECTION (LESS PTN TAX 1) j52.70 a. (U.S.) t>Nf' 0'\ v N''\ (,0 . . .'. . . . . . ORIGINAL HOH 1i'/~1i' LaCA "ON SAND BA~ 710291000 N 1/2 OF SECTION (LESS PTN TAX 1) 46.64 a. (U.S.) ON P co Ci'f\- sb.&,d-t.A-~t>'"~ N" GO ~ o - . . . . I :z :;:; I 710293001 TAX 1 80.40 a. R::ugrn.~'''RJ (\~~~"'~'::'~'~ j...lo,c .rt (.,oJ =/7.5.~'=- 4-0 ". ", '. "",;", .,.,~;...,..~.....,. .....~..;,OC). ."-'~"""'H""'''711J29'40b'o'T ...,.' ~ ~ ~ S 1/2 OF SECTION 9::: :::-.... (LESS PTN TAX 1) f2 '< 87.97 a. (STA 7F:) ~-tlct.- ~ 0'\ v . SCALE: 1 "=400' ~'\ (,0 \0 ' .. ~ E,'"'' i,"',';)0,:.'t.,,:; ('."')~\ "'i,,;,>::""';-"..':','I (~'~;{;~.,,:~~"~;:.:' .,:',..".,.,., ....1.1'..;.;...""..,",..., '. ,,.._..~.,,,~-_..., .:; '. !l!~,'\?;Vi'ir"":~r~;';,in:' ::,' ~'l';,;~'. ,0 ' " , . 32 x 0 i ~.JiJj.c,'-=- .eIl!JJlliilUl....1"'~~!~_.LlIlIii11~IIt:._._.~"'Ir~...M...:..~ ....... ~.~ ,..,~.s.~~~~~' -~--..., t;_ Z <(. :I:I- I-Z -"'-"'~' MAP SCALE GIVEN UNDER 1HE NORTH ARROW IS FOR THE ORIGINAL DRAWING ONLY. THIS COPY MAYBE A REDUCED OR ENLARGED REPRODUCTION. PLEASE REFER TO 1HE SCALE BELOW. THE ASSESSOR DOES NOT IN ANY WAY GUARANTEE THE ACCURACY OF THE ACREAGE AND PARCEL BOUNDARIES DEPICTED ON THESE MAPS. PARCEL SIZE AND LOCATlON IS BASED ON INFORMATlON AVAILABLE, INCLUDING RECORDED SURVEYS, LEGAL DESCRIPTlONS, AERIAL PHOTOGRAPHS, AND VARIOUS GOVERNMENT SOURCES. WHERE THIS INFORMA TlON IS INSUF'FlCIENT, PARCEL BOUNDARY LOCATlONS ARE ESTlMA TED. PARCEL MAPS ARE UPDATED f'REQUENTLY. PLEASE CHECK WITH THE COUNTY ASSESSOR FOR THE LA TEST REVISION. ,.0':'::.... FOR MORE INF'ORMATlON, CONTACT: JEFFERSON COUNTY ASSESSOR P.O. BOX 1220 PORT TOWNSEND, WA. llB3BB i(.-..-O.....--"""""2 ~.' o o .. o :\J 710294000 S 1/2 OF SECTION (LESS PTN OF TAX 1) 38.88 a. (STA TE) 'PN~ 30 29 31 32 THE ACREAGE FIGURES ON THIS MAP DO NOT INCLUDE ANY ACREAGE LYING BETWEEN THE BOUNDARIES OF THE ORIGINAL HOH RIVER AND THE CURRENT HOH RIVER LOCATION. - .------........: :""--e;;;, ':' , . . G). ;'" "'-:""'."-"',"':."''',':.';',':,',.'~:''', , b.- T - 710293001 TAX 1 80.40 a. ~~ A~5,!>sd ~ }j (.,OJ 3' 710294000 S 1/2 OF SECTION (LESS PTN OF TAX 1) 28.17 a. (STA TE) J)IJ~ (32 . o - o .. z <( . :I:I- I-ffi ",_,,~I 710293001 TAX 1 80.40 o. f?l-<Y'n:.~ rb~'ss".l ~ .J.u.l... :ll (,,0) 395. e.:.- 710294000 S 1/2 OF SECTION (LESS PTN OF TAX 1) 28.17 a. (STA TE:) J)/I.l~ (32 - 27N - lOW) D o S 1/2 OF SECnON (LESS PTN TAX 1) 87.97 o. (STA TE) 5?~<Z- C?> 0'\ V SCALE: 1"=400' .,,\ 0-...\ G ,,'1.- ~~'\ ~O 0'\ 'V ~<!:' -0 DRWN. 3/20/95 PP 29 28 32 33 REVISIONS 5/5/95 PP JEFFERSON COUNTY ASSESSOR ; . H_ci0G" .'\~:: ;;.;~~,:2~~,~j~~!..l 7102900 32 x'IEl, -- --- Z <(' :I:~ I-LU ~~, dg. en ~i ~~ en u..' -0, ~~ ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 Z 1-, WWt ::E :::>, :::>0, Uen 0- o t:. Wwi :I:U' t: i=i _0 Z wenl U- -:I: bh\ Z Prepared for: o o .. ( JEFFERSON TITLE COMPANY, INC. 2:2 0 5 WASHINGTON STREET P.O. Box 256 PORT TOWNSEND, WASHINGTON 98368 'I Attn: Suzanne Jefferson County Pub~ic Works 1322 Washington St. Pt. Townsend, WA 98368 se ice on this order call: (360) 385-2000 (FAX) 385-6967 da Smith, Title Officer Charge Sales Tax: Total $75.00 5.93 $80.93 REPUTED OWNER: LEWIS Order No. 46795-RB Their No. X01244 Upper Hoh LOT BOO K REPORT ADDRESS OF PROPERTY UNDER SEARCH: Undisclosed OWNER: DESCRIPTION: MARILYN M. LEWIS, as her separate estate SEE ATTACHED :r' o o - continued - ~_uw _,___ i( ,0; .. - .:&......L......--.. J1lIl . :::~- -.- ~, ,'" .{D." ~., 'il'tMll...~,=~~~ ;:.l:~~::~~;~2=:,~_ ~'3 '':;,;~~~i~~,' ;,:':::,: ,: ,;,,'. . C), '-,,'" ;",,,,,,,.)",.;.....,.,..,,, ,,', "." ",-, , '. ," ':' ',1>"l',1'~1i111:IAV "~"'~\':".-.:"", '_A.,I:}' ~~:77::-.JJS~~~~I,~~ '1 r':~'~~:.': 'r:'.\", "",.:"':'d , .. ;,-,,:,,;.'.:-:;,",:::.,-':" """,,.;:',.:',,'('..'>> ,10 , - M ::r:::r.:::;:-:-"- ;;; ~.' I - G o .l!l. 32 X I [] Jl~""""~' ~..L.:...:..... I ,. ,I. 10 :~~J:;;.~_ r - o 10'...-, o .. ( (1; Z <(' :I:I- I-ffi ~~l LUU -'0 Uc en LU\' [l:I: -'I- enu.. -0 LU> ::EI- ;2::; u..<( ~a :I:LU I-:I: ZI- ~g WW' .., :::>\ :5 c'l Uen o- ct: ww. 'J:u I-i= ~o Z W(/) !::! 3:1 bt--I Z , , PLATT, IRWIN, TAYLOR, COLLEY, OLIVER & MORIARTY Attorneys at Law 403 South Peabody Port Angeles, Washington 98362 (360) 457-3327 FAX (360) 452-5010 LETTER OF TRANSMITTAL * Mr. Bruce Laurie Jefferson County Department of Public Works P.O. Box 2070 Port Townsend, W A 98368 * [RECEIVED I MAY 2 7 1997 'JEFFERSON COUNTY PUBLIC WORKS DEPT. DATE: May 23, 1997 RE: Marilyn Lewis - Upper Hoh Road Project ENCLOSURE: Signed Statutory Warranty Deed and Excise Tax Affidavit PLEASE TAKE THE FOLLOWING ACTION: SIGN AND RETURN ORIGINAL _FILE AND RETURN CONFORMED COPY _RECORD AND RETURN _COpy FOR YOUR FILE FOR YOUR INFORMATION ;4/~ c;.- .~ '--- J ',r":" . _FOR YOUR REVIEW _PLEASE CALL FOR AN APPOINTMENT _XX_AS YOU REQUESTED _COMMENT: o o Please call if you have any questions. Thank you. PLATT, IRWIN. TAYLOR, COLLEY, OLIVER & MORIARTY Stephen C. Moriarty SCM:sn lL ~~-;--_._~~.=.- g~ ....A~.:~_.. ~~~t.._j~;"i_SJ ~~.: ~e.(~~ ~~S{~~~~~=L., r :1 - I o o , '11. .II!:' ..~ 32xlo,: ~..; .. .... 11-:.... .. .- Z <(' :1:1- I-ffi a: ::Ei <( :::>. dg; C en LU \ ~:I: ...J 1-' en u..' -0 W> ::EI- ~::; u..<( ~a' :I:LU I-:I: ZI- ;:0 Z 1-, ww' ~5'\ Uen O- Ct:, ww: :I:u' ~13 z wen ~~i o ,: Z :r....' i ,; o o C""- 0 - - o o .. c . April 30, 1997 Platt Irwin Taylor Colley Koliber & Moriarty 403 South Peabody Port Angles, WA. 98362 A TT: Stephen C. Moriarty re: Real Estate Tax Affidavit/Marilyn Lewis Dear Steve, ". r I ! We are in the process of recording the Statutory Warranty Deed from Marilyn Lewis to Jefferson County on a portion of the Upper Hoh Road project. We have some how overlooked the Real Estate Tax Affidavit Fonn required by the County Treasurer. I have enclosed the necessary fonn for your signature as agent for the Grantor, with a return addressed envelope for your convenience. Also enclosed is a copy of the accepted Maintenance Easement for your records. Should you have any further questions please do not hesitate to call. Thanks for your cooperation and patience. Sincerely, Will Butterfield Right of Way Agent ~. : ~:" :/~:J""" o "'n , ,,, { ," ' . '-"', l.t1,.. ".",.." I o o 32xlo v- '- Z <( . :I: I- I-ffi ~~, LUU -'0 Uo en W; ~ 1=\ en u.. -0 ~~ <(- a:-' u..<( ~a :I:LU I-:I: ZI- ;:0 ZI- WWI ~ 5'~ Uen 0- ot: WW' :I:u 1-- ~b Z wen ~:i:, b r-; \ Z ,rl o o C'-- -.. o o .. S. Brooke Taylor Bart G. Irwin Gary R. Colley Stephen E. Oliver Stephen C. Moriarty David H. Neupert Frank B. Platt Stanley A. Taylor RETIRED AlTORNEYS AT LAW 403 South Peabody Port Angeles, Washington 98362 (360) 457-3327 FAX (360) 452-5010 March 10, 1997 Mr. Bruce Laurie Jefferson county Department of Public Works P.O. Box 2070 Port Townsend, WA 98368 re: Marilyn Lewis - Upper Hob Road projeot Dear Bruce: I had an opportunity to talk with Marilyn Lewis about the letter which you sent to me. She is extremely concerned about the strength of the jetty. There was no flooding this year; however, there were several high flow events with water levels as high as four inches from the top of the dike. There was also movement of rock, in the jetty, and she is concerned that the jetty has already lost strength. Marilyn wants Jefferson County to inspect the project to determine whether the rip-rap needs reenforcement. She believes that a flood (as opposed to high flows) will wash away the jetty. Whatever we can do to prevent damage to the structure must be done in order to protect the county's investment in the road project and Marilyn's property. Very truly yours, SCM:sa cc: Ms. Marilyn Lewis PLATT, ,IRWIN, 'l'AYLOR, CO~'J'9L'V~ORIARTY s4PhL 'C~ Mori(rty,~ ..'" .:';';t~ft'rFD~'N'IiE.D'-."" \\ ... :~'":: \1.;:rl ~'1~.t1 'tI w.: r,lAR 11 1997 JEFf~8~QN COUNTY "I!;'>'.,(; \t,I'1o.f{SDEPT. "'. ..0#...'..'..."..,,"'....__ ~..- --.. c. ,.." t:~ ....... ~_IWU"; 'f': ) "'L'~I'''rl J~ ~ r_,.... ::.l::i,':.~:~:~j::;:i;'j::~'.'.,',':',':'..~, " ~,';~~:~.i;;,~~r1f~i/..,';',: '-<'i'j: ' ~ - "i',,~:.r"ll\"" o - ._....~._-~ - -- ~- 10 ""1 - - -- I () o 32 X 10 1IIIlIIlo.!IlIIIII>I ...... ,- o o .. ( ) Platt Irwin Tay:lor Colley Oliver & Moriarh' AlTORNEYS AT LAW S. Brooke Taylor Bart G. Irwin Gary R. CoUey Stephen E. Oliver Stephen C. Moriarty Z <(. :I:I- I-ffi ~~, ~u' uO en 0, enLU LU:I: -' 1-' enu.. -0 LU:>- ~t: a:-' u..<( ~a :I:LU I-:I: ZI- ;:0 zl- LU LU, ~5! Uen 0- ot: LULU :I:u 1-- ~b Z wen U- i=i=: o Z .r'" I I 0, o 403 South Peabody Port Angeles, Washington 98362 (360) 457-3327 February 7, 1997 Mr. Bruce Laurie Jefferson County Department of Public Works P.o. Box 2070 Port Townsend, WA 98368 reI Marilyn Lewis - upper HohRoad Pro~ect Dear Bruce: )( 0 12..Cf4 fLlw CO.e.Il.€",::> Frank B. Platt Stanley A. Taylor RETIRED FAX (360) 452-5010 "'.~ j RECEIVED I. FEB 1 0 1997 I JEFFERSON COUNTY 1 PURLlC WORKS DEPT. Enclosed herewith you will find the statutory Warranty Deed and Maintenance Easement that have been signed by Marilyn Lewis. I have included additional language in the Maintenance Easement on page two which reflects our previous agreement that Jefferson County will maintain the riprap and repair any future flood damage to the riprap in order to prevent future loss of property to the Lewis Ranch. It is also my understanding that the tree planting will be completed by the end of February and a traffic study and sign use plan will be implemented next summer. I have also enclosed my final bill for services rendered. The fees incurred include my review of the project documents and revision of the Maintenance Easement, as well as my meeting with Marilyn Lewis to go over these final documents. Marilyn and I want to thank you for all of your efforts in this matter. This was obviously a challenging project, especially in light of everyone's competing interests in this project. I look forward to any future opportunities to work with you. Very truly yours, PLATT, IRWIN, TAYLOR, CO,;!"YJOLI~ .~.. s~pJen C.. riarty SCM:sa enclosures cc: Ms. Marilyn Lewis (=-;._- - ~ 1 -.:.. -(. ":) .... r..., .. t.'., ,.... "',..,..' '~.... 'f ~~ .... ... . '"''.~'.~''d~.;.."..''' .,., :'!ii.'"t,:.:". " ::,''',';I;~:i.i,j " " n~:\~~.~';'t';f~;~ :}~' I I i I I \ ~ I ...11 <." 10 ..M......-;: .A;,llJ:."':"" ~'., I (') o 32xlo -.-' " '-'I_lIltIIII iWI - - z <( . :I:I- I-ffi a: ::E, <( :::>, LUU -'0 Uo en , [l ~I -'I- C/lu.. -0 LU>- ~t: a:-' u..<( C/l:::> _0 :I:LU I-:I: ZI- ;:0 ZI- ~ ~~ :::> 0, U(/) 0- Ot: LULU :I:U 1-- ~b Z W(/) u- i= :I: , 0'" Z r o o o o ~ \ ~''c -w'- 'V'~.Yj..,L' , '-1rf;;~.~ ( \r ( JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS P.O. Box 2070 1322 Washington 51. Port Townsend. WA 98368 (360) 385-9160 November 4, 1996 Klara A. Fabry. Director/County Engineer Mr. Stephen Moriarty 403 S. Peabody Port Angeles, W A 98362 Re: Emergency Restoration Upper Hoh Road, X01244, Right-of-Way Acquisition Dear Steve: Based on our phone conversation on Thursday, October 24, 1996, it is my understanding that Marilyn Lewis has the following concerns and would like clarification before executing the documents for the right-of-way and easements. '" Tree planting along the fence left of Highway Engineer's Station (HES) 2+00 to 7+00, as stated in the original easement shall be planted this winter. Typically the tree nurseries do not have trees available until December. The County wilI make arrangements to purchase and plant the trees as agreed. '" Roadway signing will be reviewed for location and will be relocated appropriately as determined by Public Works based on Marilyn's request. Additionally, a warning sign indicating a driveway, will be placed on the north side for west bound traffic as determined by Public Works. This work will be completed before the end of the year. '" A culvert, supplied by Marilyn, will be placed at County expense at the approach built by the County left of approximately HES 0+00 (access to Marilyn's house). This work wilI be accomplished as soon as crews can be scheduled, but no later than the end of winter. '" If the County requires additional right-of-way in the future for road widening or other appropriate purposes, the right-of.way will be acquired in accordance with all State and Federal laws covering right.of-way acquisitions. These laws include provisions that require the County to pay for damages as a result of the right-of-way acquisition, including the relocation or reconstruction of fences, as appropriate. The County, at this time has no plans to widen this section of the Upper Hoh Road. 100% Recycled Paper ("-'~-- .-. tillll_ .JIt::.dtllll ~ c Qt::J " t~ . 'i, ltlm..l ~<' It \ 10 - I o o 32 X 10 - Z <(' :I:I- I-ffi a: ::E' ;5 :::>; ~u: uO en 0, enLU LU:I: -'l- (/) u.. ' -0' ~~ ~::; u..<( ~a' :I:LU I-:I: ZI- ;:0 Z 1-, wWi ~~h g~, ct:! ~~! ~;::\ _0: Z, wen: u- -- :I:I I-h o ., Z " l ',r",- o o 'C' , '" . , .0 .......----...............~ ... Page 2 Stephen Moriarty November 4, 1996 ---- - - o .. c.) I hope this information is sufficient and that Marilyn feels she can execute the documents. If you need any further information, do not hesitate to contact me. Thank you for your help. Sincerely, }~~ Project Manager BL:c1 c: X01244 File W. Butterfield, Public Works S. Kilmer, Public Works 1i',>),'I', ;'">''<1_:;.,,,.-'1 "''''''',k'yJ..' , .4.~d:1' '1',""';'-;';',."",_ _...~,..; .- .,........"'"."". ;~~ '~J..iL.:.':':..'::' I G o ~'....... ~ z <(' :I:I- I-ffi a: ::E, ~a' uO en O. [l ~I -' t-: enu.. -0 :i~ <(- a:-' u.<( ~a :I:LU I-:I: ZI- ;:0 Zl- :i ~! :::> Cl' Uen 0- Clt: LU LU' :I:U ~g Z wen U- i= ~' o Z .r' o o o o .. ( o JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS ':'''>-''f~ 'Wit.. ~',''.:'.~~~'<'. .~~~-~ ,.;(.,~~.t:'" ,'/'\~r,,'5'J" ~ ~ P.O. Box 2070 1322 Washington 51. Port Townsend, WA 98368 (360) 385-9160 \ Klara A Fabry, Director/County Engineer MEMORANDUM DATE: July 23, 1996 TO: Bob Nesbitt, P.E. Bruce Laurie, Project Manager FROM: Aubrey Palmer ",f~ SUBJECT: Upper Hoh Road. X01244, Federal Aid Project. No. ER-9601(002). Attached for your review and processing are preliminary Vellum Right of Way Plans, and parcel area calculations for above referenced project. Right of way plans were prepared by Jefferson County staff, utilizing a combination of recorded survey data, together with field survey by Polaris Engineering of Port Angeles. accomplished prior to project construction (Dec. II through Dec. 23, 1995). Right of Way acquisition is necessary on this project for the constructed roadway, together with maintenance easement to repair and maintain installed riprap bank stabilization and river mitigation features. The attached plans provide for right of way acquisition for 0.38 mile of Upper Hoh Road. from M.P. 11.66 to M.P. 12.04. Right of Way limits arc depicted only for that portion ofthe roadway within County jurisdiction being to Olympic National Park boundary line. Drawings only graphically represent centerline for the remainder of the project length. which is within U.S. Government ownership. Right of Way Plans for the County portion of roadway, depicts additional right of way is necessary from two adjacent ownership's outside of existing road usage limits. Acquisition and maintenance permits will be necessary from Marilyn M. Lewis and Wash. State Dep!. of Natural Resources. Existing usage limits were calculated to be a nominal width of 14 feet, each side of centerline, utilizing lelt nnd right diteh lines. (see usage limits calc'd 2/20/96, by C.J.W.) Right ofWny plans also dcpict limits ofmainteaance ensement along rinrap !lank stabilization areMas well. Roadwny construction has previously been accomplished and prior commilnlcnts to adjaccnt landowncrs have becn discussed with Bruce Lauric and have been ineorporatcd as requested. Lnndowncr commitment requests n~c ns follows: Southerly right of way from Westerly line H.E.S. 122 (Homestead Entry Survey 122) to existing fencing (npprox. Sta. 620+50) to he 20 feet in width. Northerly right of way line from Westerly line H.E.S. 122 to H.E,S. Cor. No.3, to follow [-I.E.S. Lines. 100% Recyclod Papor ,~~ ~,. ~>r:<:'/''', "":~~ l......b. G. l.lli -- n I Q <:l '. ;\:" :.', &~~~.u.........,..~......_Yl tJ1............".~J ~ ~--=- ~~ 10 ...-.........____'!!!.h....... :~ (...... -0......-.- ~'~.. ....... I' . , , \ } ; i D I o o 32 X I 0 .wi ~- u.'.... i1JJIMl ',~ I ,- z <(' :I:I- I-ffi ~~l LUU ""0 Uo en LU'\ ff3:I: -'I- C/lu.. -0 LU ' ::E~ ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 Zl- Ww; ~ 5\ Ucn 0- Clt: LU UJ :I:u ~g Z Wen' u- i= ~: o Z ',r' ','" o o o o .. e It should be noted that the portion of existing roadway lying outside (southerly) of the new right of way limits near Station 3+33.35 R!. to Station 4+23.26 Rt, possibly creates an uneconomic remnant between existing usage and proposed right of ways, without tumback of existing roadway to underlying owner. See parcel file No. 710301001, (Marilyn M. Lewis) for area calculations. It should also be noted that full section subdivision would be necessary to obtain total area calculation for parcel No. 710290000 (D.N.R., sheet 2 of2) Public Domain Area, lying between H.E.S. 122 and Olympic National Park Boundary. Area calculation for this parcel is based upon a line perpendicular to H.E.S. 122 Easterly line and Destroyed Dep!. of Natural Resources Meander Corner, thence Northerly along Olympic National Park Boundary to the concrete monument with cap, thence Southwesterly to calculated position of H.E.S. 122 corner, thence Southeasterly along the Easterly line ofH.E.S. 122 to point of beginning being perpendicular to destroyed Department of Natural Resources Meander Corner. It is unknown at this time if other drainage easements or slope easements are necessary for other features incorporated into the construction without further benefit of an "AS CONSTRUCTED" field survey. Please markup the attached prints as necessary, IN BOLD RED, to facilitate ease of finding required revisions. Included for your review are the following: RIGHT OF WAY PLANS: Right of Way Plan, Right of Way Plan, sheet I of2 M.P. 11.66 to M.P. 11.93 sheet 2 of2 M.P. 11.93 to M.P. 12.04 Vellum Vellum Ifyoll have anyqllestions, please contact me, xc: X01244, corrcs. M: "!Q ..~;~~ ~.i\~~. 0 1.' , ..',...' ,(---0'--- > ....'~~ .t&.M.l:iIIIJ"'. ~ .B~il ....i_._ J ~-~"~'It. I o o 32 xlo,: ~~.j";"g*~~ ;;", , ~jw.....~ -- -- o .- o .. c r I c Z <(' :I:I- I-ffi ~~\ UJ Ul -'0 Uo ~ LUi ~~I en u..' ~Oi ::E~ ~::; u..<( !!1a ::Z:LU I-:I: ZI- j:O Z 1-, ~~J ;jO. Uen 0- o t:' WWi F!::1 ~b z tJ ~: -:I:I I- f-, I ~ \ . Memorandum To: Bruce Laurie, Program Manager From: Suzanne Drum, Right of Way Agent Date: January 12, 1996 RE: Upper Hoh Road Washout Project #: X01244 & Oil City Road Project #: X01245 As requested please find listed below the Assessor's office assessed value for the privately owned parcels adjacent to the above referenced projects: Upper Hoh Road.. Owner Marilyn M. Lewis . Parcel #: 710301001 .. tax 4.. assessed value $7,810 . Parcel #: 710301002.. tax 3 .. assessed value $5,625 . Parcel #: 710301003 - tax 2 - assessed value $10,800 Oil City Road: . Parcel #: 613201001 - Gov't Lot 1 (less tax 1 & 15) - Owner Marjorie Dickson - assessed value $137,025 . Parcel #: 613201005 - tax IS - Owner David L. Dickson.. assessed value $47,695 . Parcel #: 613202004 - Gov't Lot 2.. Owner Jerry Ford assessed value $14,000 . Parcel #: 613202013 .. tax 8.. Owner Jerry Ford - assessed value $2,925 . Parcel #: 613202007 - tax 2.. Owner Carlise LeBarron.. assessed value $1500 . Parcel #: 613202003 .. (East 300' South of road) - assessed value $1,725 ",r""" I t " ,0 . o Ilt~(-"~,,~~'~" '==- -. t.o :.. I' 1 ,J JI{:' ,'I.'.",.,:..,.'",.~.~~~. ,,~'.'.t-l.i'iaiaiii.tt .' .....:......'....~'.....!t...............,~... ".~ i l Ij~l":,);';,',~::';,~'(':~'>,), 1,1 0, _:M.,r ,..: . '4'..~..~"~, ~jjl ~................ ~u.~...;,;.i, 1.;;. ',1 - - I o o 32xlo r-- ,- 1 o o .. -'ILJ c (J Z <t. :I:I- I-ffi ~::E, wO' dg en . ~~\ -'I- enu.. -0 ~~ (2::; u..<( !Qa :J:LU I-:I: ZI- ;:0 ZI- ~~i ~ 0' Uen 0- Ot: ~~: 1-- !:!:b z wen u- j:::I: 0""' Z 1 , :; ("')(11 ~, g~z ~)21.nC il:l .-l.' '" f.-.-.;r.: ..;xF' ._;; ,..\ ~;'~:!, ...~ ~.~~~: t"'?;\.'" "''0 '" ':r' o o (7"- ... -"'" ,,~~j~o/t~!?h~~~1?~~s~t~~~~'!~~.~~~,~~\~;~~M~.., .<!.~,.~ 380356 ;j!<jZ3f',' ,Z9Z3.? EASEMENT DEED FOR AND IN CONSIDERATION OF THE SUM OF TWO HUNDRED AND FORTY THOUSAND DOLLARS ($240,000.00) in hand paid, receipt of which is hereby acknowledged, Marilyn Lewis (hereinafter "Grantor"), has granted, bargained, and sold and by these presents does hareby grant, bargain, ~ell and convey unto the UNITED STATES OF AMERICA and its assigns a perpetual and assignable easement for the purposes hereinafter stated in, upon, under, over, and across that certain parcel of land situate in the county of Jefterson, state of Washington as described in Attachment "A" affixed hereto and made a part hereof. The easement and right of way hereby conveyed are for the following purposes, namely: The perpetual right, power, privilege and casement occasionallY to overt low, flood, erode and submerge the land described in Attachment ~AN; the above estate is taken subj~ct to existing easements for public roads and highways, public utilities, railroads and pipelines; reserving, how~vor, to the landowners, their heirs and assigns, all such rights and privileges as may be usod and enjoyed without interfering with the use of tho project for the purposos authorized by congress or abridging the rights and easemento hereby acquired; provided further thnt any use of the land shall bo subjoct to Federal and state laws with respect to pollution. The united states of America nor its ofticers, employees, agents, SUb-contractors, successors and assigns shall have any right whatsoQver to ontor upon tho Grantor's property, nor shall the United StatoD ot America or its officors, employees, agonts, sub- contractors, Buccessors and assigns havo any right to control, direct or rostrict the use of orantor'G property. Tho grant ot this OODoment shall in no manner restrict tho orantor's right to protoct crantor's property from tho w03tors ot the noh Rivor. TO \lAVE /\tID TO \lOLD tho oaid o.oomont .nd ri9ht of way unto tho UIIITED STATES OF /\MERICA .nd ito a.oi9'o forovor. Tho grantor above nnmod, covenants with tho UNITED STATES OF AMERICA that oho io lawfully ooizod and poo.ooood of tho land aforesaid; that tho eaarment and right of WAY hereinabove dODcribed ia Croo nnd claar of all encumbl~ncuD, except aD above notod, and that Orantor will forovor warrant and do fend tho title theroof nnd quiot posaGaoion thQ~aot against tho lnwtul olaims ot all parDons whomsoever. ~ ,/1.;,,/; II' M RIL'itl LEWIS ~""" ,/ ;'."1'1/." MAR 3 11995 vut 525 .~.r318 - I ? j~ ~ ' ) ~I !.~' ~ ,;\ I ;'1 --;1 - I o o ~ ~,1,WlI".....--" - ....0......-..". ~ ,.--,;)"" ., '-''"''''''11'(1),..<:",,.,,,... ,..--......, '.... .'. ~1& .....;~'::lS;:~?~':l~:~ :.~~::,,: miD - -~. 32>< 10 . 1iIll"-:I!!JI.III!IJIIl1~WlIlli - Z <(' :I:I- I-ffi ~ ~~ LUU -'0 Uo en . enLU LU:I: -'I- en u..' -0 ~~ ~~ u..:::> ~O :I:LU I-:I: ZI- ~~, ~ ~4 :::>0. U en, 0- o t:; ~~! I- i=: ~o; z: ~~j i= ~i o .1 Z '\ I f' l o o o o .. 0' ~~'''Jif~l~~~~~~~~f,~@~~~~~~~,~~.~>:c'J~'~'__~'_''''_~.~~~ 1 i Stipulation For Entry of Judgment in United StateD Court of Federal Claims Caus~ Number 91-1J90L and the compensation paid for damages to Grantox' as set froth th. ~ein, receipt of which is hereby acknowledged, Marilyn Lewis, (hereinafter "Grantor~) (casement for thcpurpozcs harcinaftcr) _ stated in, upon, under, over, and across that cnrt parcel of land. STATE OF WASIlINGTOll ss. COUNT OF CLALLAM Y" On this ....i- day of ,.... i~,,//,,____, 1994, before me the undersigned, a Notary Public in and for the State of Washington, duly commissioned and sworn, personally appeared MARILYN LEWrS, known to be the individual named in and which executed the within and foregoing instrument; and she acknowledged to me that she signed the same as her free and voluntary act and deed for the uses and purposes therein mentioned. wrTllESS my hand and official seal hereto affixed the day and year first above written. .,;>~/ ~,/. ,V',' / .-, . ~ ..,.- .' If ,.___ rrOTARV PUBLIC in and for the State of WaShington, residing at Port Ang~es. My commission expires: '///~ ~"/. . / - .':~;'~ .J?N' ,oil(> .....f.......4. ',f~~~..~L~~~\~~ .'! .~:(.~~~l.... I' ...,~.,... ". ~.~~.~/~ . .,;!t:.:.~~.~~. .... ..... . ",,,'-"<f' . .,,", "0. C\-'. '".../fC "il:"a-~' . '1",;.,0."1,;' ~ ,,,;' :2Z-J ., ".5:?':l.._'?Aii ~-:;} Cf Off i~I~, ., i.O,e05 CHARr~R1frLE CORP. :995 IUR 31 f'K 2 ~7. . ., ,~, . I iO,!'~;'" .& 'UTt V~:l 525 .~.,319 , .iL.......a--. ,~.,~M......~~..~:..". '""",:':...n:"""",,, "'\. \ ;'c~. 0 ._w:- J f I ! 1 ~: ' ,10. .o!ImII~.y-_,J- I o o 32XI:o ", ~. ~~.,;~~' '", ~:J:" .- Z <( . :I:I- I-ffi a: ::E, <( :::>' LUU ""0 Uo en . [l ~i -' 1-' C/lu.. ~o ::E>- ;25 u..<( ~a :I:LU .... :I: ZI- ;:0 Z 1-, LU LU, ::E :::>,' :::>0\ Uen 0- ot: LULU :I:u 1-- ~b Z wen u- i= ~, o Z r o o I ~ ~. ..~ ,. ( o'.....~. -"'Il~ .- o o .. c ~?:,;;;,t~~??t1~~,y.~n?r.?~!?t:?:~~';"~'~~~f:f{~-:'~~7t:~~':;;1:;r,1~~~.(f,~~~t~,~W~-r:-~~~ili~,~~~ ~ 1 I 1 !--EWIS EASEMENT .. ATTACHMENT A PROPERTY IOENTIFICATION: Tile property '"l1lcl1 1S tile subject nf tillS casement I" kno',m <1~', tllf' 1."'11', ~<1nr.h ,IrId 10 located appr'oximacely 12 mIles easterly of '"gl1way 101. just we,,' crly of the OlympIC National Park Boundar'y and on til,' north "ide of U,e Hol1 H,ver and ',OUU1 of the Upper Hol1 Valley Road in Jefferson County, SI.<1te or Ha511ln9ton, LEGAL DESCRIPTION: Tile subject property is 1e<)<11Iy descr'lbe(1 In two pdr'cels: Parcel A: Homestead Entry Sw'vey No, 121. 'Ir'<1ct:. ^ ami 8, 'ectlon 30. Town,;hlp 21 Nrwtll. RMlge 10 Hest. Wlllamette '.lend1an. descr1bed as follo,"s: 8eg"",,ng for tile descnpt10n of Tr'act A at Corner' No. ] fr'om wl1lcll tile East Quarter corner of SectlOn 26. Townslllp 2/ hwlll. 1~<1n<je II t'Jest. WlllamClte 11en<ll,ln. bC,lrs Nor.th G,j 006' 00" I,est. 22. 10 cl1a 1115 (I i S Lance: Uwnce South 89013'00" East. <I.SB I:llalll:. to Corner No, 2: Ulence Snulll ')1,"00'00" I,est. G.31 cl1<1lns to Cor'll(~r No.3: thence North 1000'00" HesL. ,1.56 clr<1ins to Corner' No. I. tile pOlllt of beq I nn I ng : lle9innin9 for till' descr'lptlon of 1r<1cl. Il ,It tire Comer' No. <1. frolll \'ll1lcl1 Corner No, 2 of s<1id Tr<lct A bC<1rs Nor.tl1 B90I:l'OO" I,est.. 85 links dist<lnt: thence Soul.l1 89013' 00" [<1S t. 1'1. 1\0 cha 1 ns to Corner No.6: tllence Nortll 1 oOG' 00" [as t. 9, 93 Cl1d I ns to Corner No, G: tllence North 89"'\5' 00" Ea:. t. 31, gO cll<1 i ns t.o Corner NO.1: lIlence lIIe,mderJlI9 "I9ht !J<lllk of 11011 R,vel'. SoUttl 12000'00" Wl':.I.. 1. GO ch" ills: t.hence South/Z030'00" West. 3.0 CII,lIIlS: Ulenc0 Souttl 69"IIS' 00" Wes t. '1,0 Cll<1 i ns: Ulerlce South Ij6"00' 00" vie~. t. '1. 30 Cllll i liS: Ihcllcc Soulll 02000'00" I.Jest. 2,10 clliIins: tllenw Soutl1 3U"OO' 00" \,es t. 7.70 Chd i w,: lht.'rlce SOtlth [) 1 nlIG' 00" \~0S t. f>. 50 ctw i n~l: lIlcnce SOUlll ,1,1000' 00" He" I.. 3,60 cha 1 rlS: ttlCrlCe SOUlll 26" 1[,' 00" "Qst., ,1.40 C/"11115: tt,eIlCl) Souttl U2"30' 00" ',e5t. .G...p ell,lJ rlr. : tt1l'rlCl.' Soutli UB":1O 110" Wcsl. C;!..2JD elld I rI~,: tllCrlCl' Soul.li 1,12"00' 00" Hcs t. ". bO C/lclJrIS: t/I<'lIet' Nm'UI 860,)[)'00" vlest. 1.70 chainr,: tlll'ncl' South !iOoOu'OO" t'Jer.t, ?20 c/laJrls: tllt~r1ce ~,tt~~ l fl. HO Ctltl1l1~i; 1IIt'rlCI' Soulll [,uoOO' 00" "est. 2,')0 ell,'JrI:.: t1ll'rlr.c Soulll 8[,030' 00" Wl'S \.. 3, 60 cllcl1l1~,: tllQrlCC Ilonli !HoOO'OO" :,c~;t. 1,(0 C;'''IIII~'.: tlit'IICt' Ilar'lIl [,Bo30'OO" l\1'~;I.. Sfi JIIII:!; to COrrlC'I' No. B: ""'"et' NOI'lIi 1"00'00" :,e!,l. 1:1 Ii' ::llclJrIS LO Cor'lwr 110, I): UHmc,' IIor'I.I1 .I[)"OO' [,1St.. 7,6:1 Cl"I"":. to COl'lIe" 110. II. tlie pOJrlt of !Jc9JrHlinq, I I J YJi !J25 ,;.,320 ~_ .~~ _ lJu..k1M14LL : L~l':' "22~:t.:..~" ~~. ( b:;;;:.E-,-"' ~'~''-'-1bIIIi I - o o 32Xlo, .~~ l1lBfUil"'sI~"'.Ul "--"~ ~ ,- z <( . :I:1- 1-15 a: ::E, <( :::>, LU U' dg en w: ~ iE\ cnu.. -0 :g~ ~::; u..<( ~a :I:w I-:I: ZI- ~~. WWj ~2S~ g~ ot: Ww' :I:U. I- i=' ~o' z' wen: u- -:I:I bt--[ Z ;r"" , ~ ' !' o '. ..... ""--'-- "Co 0 - o o .. , f'" \ "~~~~~~r,;'~~":'!'~~"""~"'~\'>'0.".~~=--, I G PARCEL B: Thut portIOn of Homestead Entry Survey No. 122. Tr<lcts A and B. Section 30. To,"nship 27 North. Range 10 West. Wi Ilamett.e f1erldian. described as follows: Beginning for the description of Tract. A at. Corner No. I. from which thr East ()llar~"r corner of Section 25, TownshIp 27 North, Range I] West. I~illamette t10r1(Ji,m. beurs SOllth 89057' West. 49.85 chains distant: thenCe North 00"49' 00" Eas t. 4,89 cha i ns to Corner NO.2: thence North 88027' 00" Eas t. ] 0 cha i ns to Corner' No.3: thence North 00028~ 00" Wes t. 9.25 cha i ns to Corner NO.4: thence SOllth 900qO' OIl" fJes t. 10,08 cha i ns to Corner No.5: thence North 00000' 00" Eas t. 3.08 cha i ns to Corner No, 6: thence North 76000' 00" Eas t. 30.85 cha i ns to Corner NO.7: thence SOllth 2039'00" West. 21.86 chains to Cornrr No.8: thence meandc,'ing right ballk of Hoh River. South ]6015'00" fiest. 3.03 chains to Corner No, 9: thence SOllth 89045'00" I~est, 27,94 chains to Corner No. I. the point of beginning. ALSO. Beginning for the deSCription of T, act B at Corner No, JO, from which Corner NO.6 of said Tract ^ bears SOllth 63 links dist<mt: thence North 00000'00" East 6.29 chains to Corner No, II: Ulence NorUl 88020'00" East. 28.56 chams to Corner No. 12: thence Soutll 76000'00" West. 29,42 chains to Corner No, ]0. the pOint or beginning, EXCEPTING THEREFfWI.J that: portioil of COllnty Road known as Upper Hoh Roae!. I I I I r: '2r: ")'J1 \/;" t)..J .~.tl r.. I o o I \ \ 32X I 0 ,....~,...J~'""'"'..."..'t~~~.. ,- Z <( . :I:I- 1-1"5 ~ ~i LUU -'0 ~a [l ~l -'I- enu.. ~ Oi ::E> ;25 u..<( ~a :I:LU I-:I: ZI- ~~, W WI ~ i~h Uen o- at: LULU :I:u 1-- ~b Z wen u- -:I: bk Z 'r' , I o o (..._.-o'..._~ ...... . ~.-' -~_ ......'f"""C'_- ~,. r. ~.~~~~ , o o .. .~. ....... . -... ., (~- . ,~ --~ ----. .- .... .' .~ ,.--~...llS ~15937 .. ,357 . ~~,. I . JeFFERso~,:r!!L!:.-~O;{.i'!.i..:". :: ,.. ..~" ,~ ',. :~: ...;:: ""Ell RECORDING MIL TOI. Stephen C. Morlart)' . Plat.t, Irvin, colley, OlivaI' , Wood .. 03 South P..body . Port Anqel.., WA 91362 coRUC'I'ID cion' CI.ADI DaD i 'I l. sa.. ", THE GRANTOR; HARlE H., LEWIS, for and in con.id.r.~J.on of love and affectIon (lIother to daughter), convey. and quit claims to MARILYN H. LEWIS, as har aeparata ..tate, tile followin9 d..crlbad real ..tat. 81tuated 1n the county of' Jetterlon; atate ot waahln"ton, tOQiathar with all att.er acquired title ot the Grantor, th.r.~nl SEE EXHIBIT A A'M'AClIED HEIlETO AND INCORPORlITED HEREIII BY T1fIS REFERENCE said inter.at in 1'..1 ..tat. include. any and 811 vater riCJht.., any and aU .lnerd rlght.l, any and all 1lI1ne alal.., and an .uaiqnment ot aU cau.ea at actlon and d...ge awardJI thllt may r.sult trolll. any lawlult brou9ht a9ainlt the United Stato... DlI.'lpart.ment at Interior, N.elo~al Park servlce for dtUllalJo to 'Che prop.rty d.lcrlMd he~.ln. DATED thll,~da'y ot.~,.,....,........., 1991. I '. . .~IE H. ~::WlS' STATE or WASIIINOTON)' ' , Imm," ~lf7ry pt;1Jf. W, . I", . 4", ~,. .A:,,-'!J 'It. _ /'__ county ot Clana.' ). . 0'1' F~tV!f.I~...:::t:t::: I hereby eartity that J know or have lat!'i~~J.l,~/"'IJ.~ evldenca that KARlE H. LEWIS h the pOJ:'lon who .pri.rRilcf...!R~ betore .1. and .ald peuon acknowlldq.d it to be har tr.. and voluntary act. tor the u... and purpo... ..ntloned In this In.tru..nt. . Datld , . - ..'.., .. " . 'l: ~--,-/~~X0' "- ('Notary bllc in and for the ' sut. of W..hln9ton. My co... . .1..10n expire.. /. . . ..,}II ,I~..t ,'. '~i 'ti. ....Wo,': I.....,."..'~ .~i:~l~tl: \"~:'~:,.'~~~ : ~, ~'liv""...~",. ..... i I, i ,"=.. :}!;7.oI.c C/i ,-~ 0,,\~ 1 I '10 - I o o 32 X 10 il;;.~~'!. ,.l. 1. . '.'-":~'""'--:'''''''''' ,; . : .......,...*"I.~.~:-=...;I..~:';...~~-....,;,1 , ..l"~V:'- "".... ", ..',~......".. ,.-,',. . DISeaZ.'xo.. . t' P.uCJ:L I. . " ~i.v.:~:.::.::ib::l;~"~:~~:U:1 an'd' I. Stction. 38. "o~n'hlp Zl lorCb. ..n,. - - ", ~ z <( . :I: I- I-ffi a: ::E. <( :::>' LUU -'0 Ua en w1 ~~1 enu.. -0 LU> ::EI- ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 zl- LU LU, ~5' Uen O- at: LULU :I:u 1-- ~b z wen U- i=~ o z ',or' o o ~ (--'""0-"-- ~~-~~(_ lh.&L.~_ L1b.tZJ1Jlllja tiI.~~.._-,--,-------- ....'r ~~ ~ ~ o o .. - ~ ..---... ....:.. [] r- I "~'::.' ..... ",-.. .,~~-:; ...rI:O..!.o:fI!'t-....... ".:" ".,:"," ~.:..~.....'r~J~~~!.:...~. '~'I .~ .of. fI,;""-;.~.~'.' ~..:.:.~ . ...:....... Ba,1ftnln, fQr ch. d..c:rtpUon of ?ract. A .~ corntr No. 'S. fro. wblch "b. e..t 1/4 cornu' ot Stct10n 25. 'founahip 27 l:tl'th. R.nvI 11 W..t b..rl lortb I.. S' "..t. :12.18 chain. d:lat.anc" . Cbene. louCb .,. 13' 1:..1.. 4.SI ehatn.to oornar 10 Z, Cbenee louch 4S. "..t. '.37 chaSn, to corn.r .0. 3. . th.ne. lIorth 1- "'ue. ..,. chain I to corn.r 10. I, the Potnt at a.,innin,. a.gtnninG for the d..ertpelon at 'tract I at. corn.r Mo, t. 11'0. which eorn.r 10. 2 ot '.ld "rlot A b..rl Marth a,- 13' W.et.. IS !lnke dlltant; th.nc. louth a,- 13' EI.t. U.t. chat", to corn.r 110,', _ thence lorth 1- ,. C..t. '.9.1 chaine to Gorn'r 10. " tb.ne. lorth a,- .S' ...e. 37." Chain. to cOl'n.r Jlo. 71 . thane. lundll'1ng rlvht. bank o~ Hoh Riv.r, South 12- "..t. I... eblln" South 72- 30' "..t, 3 chain.. SOUth 5'- .S' .,.t. . ehatnl. South .S- ",n.. ..3' cba1nl.' South Z- ..,t. Z.I. chalnl. flouth 3a- "..t. 7.1' chatDI, South 51- .S' W..t, S.,. ahunl, South ..- ",.t, 3. S' ehltnl. South 2'- U' "..t, .... ahatnl. South 82- 31' "..t, , ahatnl. louth ea- Jet. v..t, 28 chaln., South a2- v..t. 2.S. ohatnl' lorth a,- U' V.lt, 7.7. abainl' louth ,.- V,u" 2.2' ahalnl, V..t S... abetal. South S.- v..t, 2." chalne,- 'outh as- J'~ "..t, 3.', chatnl. larch 7.- ".It. 1.21 ahatnl, Iorth sa- 31' v..t. 5' llnkl to corn' I' .0 " tb,nc:, IOUb 1- "a.t, 13.77 chainl to cornar .0 " tbaael lorth U- CUt, 7.53 chaUI to corn.r liD. 4, tha 'olnt 0' 1I.,1nnln,. .continued- ' ElClltDl1' " ......... . ~.' .. ~:, ~:~!)7 "l.. (I, ,~ 1IIMIa!I......~ }' ) .\~i..,... ( 11' ,',""':""'"'' .~Ill..~.._ .--.~- li l 10 '.-a_. I \ ,~ ;,~ ~ .~ .'1,...., :: ~ I o o 32 X I 0 I>I~ ....liIIIIII ~.~ z <(' :I:I- I-ro ~::E, LU :::>, -,U uO en 0, [l ~1 -'I- enu. ;:;:;0 :;E>- <(t: a:-' u..<( en:::> _0 :I:LU I-:I: Zt- ;:0 Zl- LU w ::E :J' :::> C' Ucn 0- 01:: LULU :I: () 1-- ~b z Wen u -- -:I: bI- Z .,. o o ~"... ',I I r--- -- o o .. c ~ ~."-~ 4Cf'......-:.4itfCIls~ \- BevlnnU9 ..~ 'AU. Mo. 7 at. Southe.st. COl:ner 'of varden hncs, thence Ease. decllnatlan 23 1/.0. 6'. tse~ ~o 'ost. Mo. 2 on E.st. I1ne of the Horth"e.t. 1/4 of the SOLlthea.~ II. at Seet.lon 38. Townahlp 2'7" aort.b.. lIanve U1 M.ltl. .' thence North donq .aU Una. 4e' feet. t.o' POlt 110". 3. .uld 'Olt. beln9 2.2 teet Sou~h of 1/16 'olt on quarter l1ne of laid Sectlon 38. fro. 'Ol't. ao. 3. the pre.ent. tuU wUl be" .undared to POlt No. .. on Sautb IUe of t.raS.l, dlltanca between 'Olt. 10. 3 and Po.t. 110. 4 to be 5.. teet ....t, . traU U not. to be obstructed or int.rfered tIlth fro. 'alt Mo. 4. Soutb 1" f..t to POlt Mo. 51 " thence 120 het We.t alang Morth dde of buildln.... to 9uden fence ~t. 'Olt. Mo. " thence South alon9 I:ut .td. of 9arden tence to POlt '0. I. the "polnt of ~.91nnlnll. PARCIL 2 I H.E. Survey No. 122. ''tractl A and II. S.ctlon 30. 'I'oWUhlp 2'7 North. .an;'. Ie w..t. descrlbed .. follo".. BeV1nnln9 tor the ducripUon ot Tract. A at corner Ho. I. fro' whleh the tast 11. corner to Section 2'. Townlhlp 21 Nort.h. Ranve 11 "ut bear' South 8'057. W.st., .9.85 chalne dl.tantl thence Horth .,. Cast, 4.89 chalne to corner Mo. 21 thenC'e Hort.h 880"2!,-'. Cut. 10 chaine ~o corner 110. 31 ~~:~~: :::~~ (::'~'~~':~~i~~ 2~0 e~:~~:r t.:o ~o;~er NO: 4. th.nce )forth, 3.06 chain. t.o corner 110. 61 thence Hortn 760 Can., 31.85 chaln. t.o corner No. 11 tn.nee Sout.h 2. n' Wut, 21.6' chain. t.o corn.r No. '" thence ...ndertn9 r1qht bank"'of Hot\. rlver. .out.h U. 15' W..t., 3,83 cha1ne to cornrr No. 'I r /' th.nce Sout.h 1190 n' w..t, 21.,.'cha1n' to corner No. I, U. point of ee9tnnlnlll 8191nnln9 tor the duor1ption ot 1'ract. B at corn'r 10. II, froa vhl~b corner No. , of u)d Tract A bear. South 13 link. dhUntl thIne 1 Mortoh 6.29 ehaln. to GOrner 11I0. 111' . thlnee North 8ft- 21" tau., 2~" chaine to corner 10. 12, the nee South 7'0 "en., 29.42 chaln. to corner Mo. le, the 'oint. of 8'91nn1n9. .' . U . U.... .. ... ....".. "~~:." ".U".. ......".." 'n. :):,7,:, r,i c~ d~ ,O{~ 1lI_,=-J. -L M. ('~~--"-" LL ..L1..~ . .. __nub _.IlIIlh. J - .JL...LL ...Lll..M...J1~ "I I I I I I 1 ] 1 V' ,- Z <( . :I:I- I-ffi ~~, LUU -'0 Uo tnW: [l :I:I -'I- C/lu.. -0 :E> <(t: a:-' u..<( ~a :I:LU I-:I: ZI- ;:0 ZI- LU LU[ ~5i Uen 0- Ot: LU LU :I:U t;:i= _0 Z wen U- i= ~I 01-; Z .r" o o ~ o o .. c (; / Cenwtln. STA 2+97.84, 2O&.OS ftT c.nt..~. 51A 3+22.M. 207.40 RT c..t_ STA ~.7."" 211.00 AT ~~~ C 0 . ( '~1; "i\'...> '.'l' -," I , ~ E)::: I) Ie 0f1'3t/ Off' T .s.71" R NO.7' " L 7.43 " I I I I !t " :t j I t. \ 10 I o o 32 X I 0 "- Z <( . :I:I- t-ffi ~ ~~ LUU -'0 Uo ~~\ ~ ~' C/lLJ.. - 0, LU ' ::E~, ;2::::; u..<( ~a :I:W I-:I: ZI- ;:0 ZI- LU W, ~B\ UUl 0- O!:: LULU :I:U ~i3 Z W(fJ U- 1-- :I: , Of-.! Z o o .. vff, /2 ,-, ',I / /'" , / 1',:>(',-;> t~( r-J-f, -f.?D CfN,-i:'(, ,I; - <, P'<r-'f l: /; "-I':. /I-KEP> (OITH/I.\ /-/ E $, /2/ User Name: Aubrey Palmer, Jefferson Count Project: C:\X01244\FINAL UPPER HOH RD DE Calculate Area by Points Date: 08-23-96 Time: 09:15:42 Page: 1 Northing Beginning Point 9415.5306 Radius Radius PC North Radius Pt East Rad It 11911.8387 n/a Radial Dir. In S 750 39' 51" E Delta Angle 873.034 Arc Length 9199.3623 Easting Node II :;;-rA. 7_-"-5"D.9(pj "/ZN.2 'j':<1 11065.9899 nfa 150 07' 45" CW 230.526 Chord Lengch Middle Ordinate External Tangent Chord Direction D.C,C. Arc 115.94 N 21" S4' 01" E 229.857 7.598 7.665 96041' 16" Radial Dir. Out Radius P.T. North P.T. East Node If N 600 32' 06" W 873.034 9628.7999 Direct ion Distance Northing S 84d 48' 46" E 66.323 9622.8035 Rndius Radius Pt North Radius Pt East Rad Radial Dir. In S 58d 36' 4711 E Delta Anglo 813.034 Arc Length 11151.7253 nla =:. ~ -rJ,. 2./ <( ,?, Ie- '1/ Basting Node It ;LDS. 63 ' -?::r:- 11217.776' n/_ ,,'5711' :351-'}'/7, '/9, 2.11.1.1'9' rc-r- 17d 0)' 04"CCW 241.958 9199.3623 11911.8387 n/n Tangent Chord Direction Chord Length Middle Ordinate Extornal 121.08 S 220 51' 41" W D.O.C. Arc 241.066 8.984 9.085 172044' 06" Radial Oir. Out RlldiulJ P.T. North P.T. East Node" ',,...' N 75' 39' 51" . 813.034 9400.6743 Direction Distance Northing 0 ..... ~ ..... -. ... .....-.--...-.. -....-....-...... N 75' 39 ' 51' . 110.000 9415.5306 o ...Ll:lJ Squnre Poetl 14112.2817 ~~ ,;::'Q.~:: ",lr'?';~;-,;: flfJrl.met6rl 598.807 Peet. - c.-..-o-...... . r (. M _.....II_..~I.ti - ! \ EAsting Node It 11124.1215 n/n ::. :s~r-A, }: .#, 8("", "38., ~I "3'1. ::.1 t72:"r: 7_--ISD. 90) '-/2.'1. 2.'/ . 7<T__ 11065.9899 n/a p :=::;'7;;~; . IJ I E)(~ Ii!. .~ _~1IIIiIiI . ~'""'- ,,\'....1...........'..... :'t;;'l''r,;, ~;..;..::.. a. .-: r · 10 ::d ~". ..... '__~ ~'l~c- J::..d.iA -"HfJ- I o o 32 X I 0 ......... lilIiilll!....ilfItjU .... r ,.- Z <( . :I:~ I-LU a: ::E. <( :::>, ~g Uo en LU' [l :I:l -' 1-' C/lu.. -0 LU>- ::EI- ;2::; u.<( ~a :I:LU I-:I: ZI- ;:0 ZI- WWj ~ is.\ Uen 0- Qt: LU LU' :I:U t;:i= _0 Z W(J) U- i= ~i o ',! Z '.r' o o --- o o .. , __ ><t! 2._ 't.t- .. C",-;pL.-1.. 1-1--01/ :<D. fD'~ ~: f:1 P-Rp.~ J::P-,!E. FCEr'{ L(,~ nH It,J H. E~ S. / Z'2, User Name: Aubrey Palmer. Jefferson Count Project: C:\X01244\FINAL UPPER HOH RD DE Calculate Area by Points Date: 08-23-96 Time: 09:19:52 Page: 1 Beginning Point. Radial Vir. In S 600 32' 06" E Delta Angle 150 03' 49" OJ Northing 9628.7999 Basting Node It 873.034 Arc Length Radius Radius Pt North Radius Pc East Rad 11151.7253 nfa :!i7?I. :<"+-'77. C:,'-I, zo'::>:03' /<.' 229.530 228.870 Radial Dir. OUt Chord Length Middle Ordinate 7.532 Radius N 450 28' 17" W R.ldial eir. In N 09" 04' 11" W Delta Angle 873.034 9199.3623 11911.8387 ole. Tangent Chord Direction External 7.598 P.T. No.tth 98U.S!ll3 115.43 N 36" 59' 48" E D.O.C. Arc 1920 49' 54" P.T. East Node #I 11289.4524 832 ~T/i, ,/ -1,::(:;1, :;> (.,,; ?fo, 60' 'R'T, Radius Radius Pt North Radius I't East Rad Tangent Chord Oirection 16" 56' 30llCCW 198.041 Chord Length Middle Ordinate 669.764 Arc Length 10472.9810 External 11183.8722 830 99.75 N 72" 27' 3411 E D.O.C. Arc 197.320 7.306 7,387 297" 07' 12" Rndial Oil'. Out RadiuB P.T. North P.T. EIUJI: Node II :f().DO''R,T Direction S 26" 00' 41'l E 6G9.764 98n.0601 11477.5980829 pi ;::rJ? (0"'./2.., /../:3) EAsting Node If N 6311 59' 19" E Radial Oil'. In S 26" 00' 411t E Delta 1\ogl" Distance 2211.420 Northing 9969.4800 Radius Radius I't North Rndius Pt Enst Rlld If 116,. .2B60 B2B ". ~Td 8 -I'-;;(~. AS; 36.60' kT' 1911 21' 37" CW 195.398 Chord Length Middle Ordlnllte G09,764 Arc Length 9421.4815 11946.6987 827 Tangent Chord Direotion 98.54 N 73" 10' 07" E External O.O,C. Arc N 07. 39' 04" W 194.563 7,BI0 7.911 239- 54' 21" R.,dinl Oil', Out RadiulI p,'r. North P.T. Rut Nodo If 118(,5.5137 821i 0;:. :;,,-..1. II'~,II(. '~(I'\, ~O,()O' ~~~T Olrnction 609.764 Diatllnce 1:".O:lG.81fi6 Northing R".l:.ing Nod" H (-"'"'-0._. ~ : : ' """"\"'^~ "" , I j.~~i~2~~~~~~~7~"~~~~~G ' . -~ ~:~ ~wE=: (II t I I o o ,!V.ll<i o 32Xl 0 ~';;;;1:taDiM~JiJ"'~IlllllrIi.1li1iidl L..... "1Ii .- Z <(' :I:I- I-ffi ~~i LUU -'0' Uo ffl~i -' 1-' en LL -0 ~~. ;2::; u..<( ~a :I:w I-:I: ZI- ;:0 ZI- LU W, ~5i uen 0- ot: LULU :I:u 1-- ~b Z Wen u- i= XI 0"'" Z ,r o o c-o User Name: 1\ubrey Palmer. Jef ferson Count Project.; C:\X01244\FINAL UPPER HOH RD DE .. ( Calculate Area by Poinea o o (1 Date: 08-23-96 Time: 09: 19: S2 Page: 2 30, M>,-;<::r f:- &.4.n..JC Direction Distance N 82020' 56" E 42.274 10031.4450 11907.4110825:;: STH'_ /(!J -fB.tI. /'0 I/-.E-. 5. ;,Z:z. 507" 51' 11" W 31.133 Northing Easting Node # 7~. /0+'75. P.,!, ~D,6D' 1--"1 -1 if'. .LJAlE HoE.!', /22- Northing Easting Node It 11669.5080 n/a ~ ;5r,4. it') t-L/ /. &("., ~t>. 00' -i::!:' ( ~:.- ~ Direction Distance 10000.6040 11903.1512 nfa :::. N 26" 00' 41" W 579.164 9942.5188 11692.4425 nla ::::: 'Sf A . Bof--OG-., 85; bOt co' 9:7:-' S 82" 20' 56" W 33.951 Rad ius Radius Pt North Radius Pt. East Rad 9996.0837 Radial Dir. In S 07" 39' 0<1" E 579.764 9421.4815 11946.6987 827 Delta Angle Arc Length Tangent Chord Direct-ion 93.70 S 730 la' 07" 'w 180 21' 37"CCW 1BS. 784 Chord Length Middle Ordinate External D.O.C. Arc 184.990 7.426 7.522 2390 54' 19" Radial Dir. Out Radius P.T. North P.T. East Node.1t S 630 59' 19" W 224.420 Direction Distance Northing Easting Node It 9844.0990 11490. 754~ n/a..:: ,~./r)~, <C, -l- /2- . I( 3/ &:'0. DC r ~..,-: Radius Radius Pt North Radius PI.:. East Rlld " Rodl,,1 eir. In N 260 00' 41't W Doltl1 Angle 699.764 Arc Length 10472.9810 111B3.8722 B30 3.552 P.T. North 520 59' 30" P.T. EtuJt Nodo H 1135'.9512 n/. __ r..;r;,', 1/., B.3, ';8, &.0. "."\0' ".Ki'-' . J 1P 31' 17" CW 140.714 Chord Lengt-h Middle Ordinnte 140.477 Radinl Dir. Out 3.534 RlIdiup S 140 29' 24" E 699.764 Rfldiutl IUldiuQ Pt North RlldlulI fit. RAnt Rntt 9199.36~3 11911.A3B7 n/ft TAngent Chord Direction P"dlll1 Dlr. tn S 42. &0' 42" Po ODlta A1I91" IllJ.034 Arc Ln"C]t.h 15. 46' 05"CCW :;z:n.750 Chord r.I!n'1th Middle Ordlnnttl Tangent Chord 01 rection 70.59 S 690 44' 57" W External O.O.C. Arc 979!;'4759 112.[i9 S 39" 16' 16" W F,xtl'lrnlll D.O.C. Arc ~~G:) . t~\, i:1 :;:?.L,';'<::-::~.i,~"~\\_.:; ~ '.: "J.' ..',!,:: C,:, ,It ..;w.:A' ti"ltllriM "1:\ "It.A.Ik..t::t:. LIt .......... -- 10 i 1 1 I j ! i I \ ), i r - I o o 32 X 10 II' ,- ( User Name: Aubrey Palmer. Jefferson Count Project.: C:\X01244\FINAL UPPER HOH RD DE Z <(' :I:I- I-ffi ~~1 LUU -'0 Uo en LU'j [l:I: -'I- en u.. -0 ~~ ;2::; u..<( ~a :I:LU I-:I: ZI- ~~ LU LU1 ~ ~~h Uen 0- Ot: ~~i 1-- ~b Z Wen U- -:I:I b I- i Z Ca:culate Area by Points .. o o (J , Date: 08-23-96 Time: 09:19:52 Page: 3 223.045 7.685 7.758 Radial eir. OUt Radius P. T. North N 580 36' 47" W 813.034 9622.8035 Direction 01st.ance Northing 66.323 9628.7999 N 840 48' 46" W square Feet: 32236.9299 ::;. ~7.'.L...t!~i?r:.:::. Perimeter: 1795.738 Feet"- .r' o o " 'g,...-c;-~=L~.', ,.'. ~E;~..lllr ~: : 2990 24 I 57" P.T. East Node ## 11217.7764 n/a Easting Node 11151.7253 n/a .:::: '57'4. ":' ~~~~~~" :;-0,. 3')"/7, "/'7, 2.1 97. rP '~ A/I. 69 '''f:T 2nS:O:;'Rr ~ . ~.~ '~f,;~,':'" , ",,,, I o t, ,.. . "",' -., t. ~ , ~ ;1,V;"1 ("i"" :: J, I ,l t: t'. ':."> .0 4.::.::.:_,::.-:, .1l1.'~~~'::'~:ll~=" ~.;.:.~-:r-= I () o ,',. 32X I 0 .~-.'d*l_ ..11II_ ,. - '4,',utl'.:i",,";tJ',1 Z <( . :I:I- f-ffi a:::E <(:::> LUU -'0 ~O en LU, w:It -' 1-' enu.. -0 LU>- ::EI- <(- a:-' u..<( ~a :I:LU f-:I: ZI- i=0 ZI- LU LU ::E:::> :::>0 Uen 0- Ot: LULU :I:U 1-- ~b Z w(J) u- -:I: bf- Z ,.. o o ~ - - o o .. :"'~i':',.. ),10, (- -? ! b 3 () I () 0 /r::f/ Z_ 1( Y.... .', i '~y)t,;;:"/; //6.-".:/. i:::'Or'.!.) . (; - .~. ..... . - ! I --.. '-',F'-T,g:;::)/ !(,(A7I5AJ Il', " L/"- " ' ~-".t.._--,._. .-> .---.---------.-..-~..-,.-.,------.-----~--.----.,-~.------.-------.--.-~-...----~--- ( 7/ /~, )- 27":~" /1 ~>CJ ..,__ ...,... ".=-D:::Tl'..L-.!'..C2f.i:,C,6::f;,__.;;;':;L, 2B....--A C;:!5.--&.,:2._""'VD..L4.ft7---/..9..B..}-..... :.~~:..~~__..'~':::~:~:j11:1..~.~~~;!:t~~=eL~~t:.:~]~- :~~ ____=--=~~=~=- . 0~bS'\-_;:t:~~C~~/~;~;~f1fA6:S .","'~' ./ ". ,/'.- .L:-~' . ':"~[~!./'i-"),-;" II:./?_~'f._,!.:~ /.1..::, -:-j~(.~.J./ .: ., ~~ ' ./. ,I \ //!:Or",\!.:: . , /.5L~.:L:::..!:.:2'..c..' ...,.. .aL-:.:.~._,/--J6,d=:::;r~:!6:.::7.:<?:::'m_C'..'C.~~__'i / ' -' ", , ,.):-1~~' ! ~f:./, ..._,-r!'..?~!:.c: .._..cL::"Y'..J._-,~-.,......-:. -..._-~,-_.,.._~..,- _m..'...._.._._,,....__.,._....,,,,__..... 1 ...... ......,_......... .... ... ........ '.. -""'''-- ....i'.l...~..,-.:.....;'~..-....... ........... I I/? '/51 /J~""".l ......1 I J ......\ ! .~~ J;, i~_.I:~<~/.: I"~ l J" ~ . ,? C),..O.? _.~~~-t...(X(I}::-A' Ad'!..,.... 1-}(-,'7E~ "'::"a,:>~It:.'e ..VA.IJ.':<:.oi.)O/.....'c.. ~/""JMrr ~y-&tt::.~:....J/9-..:5E.;.-"J.:::....-:2I.:..::,. 1?.E'::I""""'\1 J..")':j It: e "'~t:r:~)(T V$'-'(r€ ,<,,7'), \;.T~'.:.~,1:,l',.,.! . ... CIJ7'S/';;,~:::, U~,-r::.. 0:':::- fI)e:v-..~ ~;..-, ':0',<)",.-/::: 15 /l~)( "DE:"Et.:ED "?A-:.K '"77f:o _..c<,;;.:.::~.e/ ,,),,:,'-,,',;'v.: c.td,..\ER. .. : o .J -_.. ~ ~~r-""'~~....rt.~_.. 10 o ..LI. L.11 --.Ri _.:.tit:~ Gill ..L1.11 Jt4... I o o --Wt'" .. lfl:1 fiH,;~~ 11Ilb. 32 X i 0 .. ",- z <( . :I:I- I-al ~~i LUU -'0' Uo C/l LUi [l :I:I -' 1-' Ul u..' ;:;;0, ::E~ ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 ZI- !;g ~l :3 Oi Uen 0- Ot: LU LU' :I:U 1-- ~b Z wen u- i= ~! o Z ,r' o o User Name: Aubrey Palmer, Jefferson Count Project.: C:\X01244\FINAL UPPER HOR RD DE Beginning Point Radial Dir. In Northing 9803.3229 o o .. c: /t',~1' '/ ,I {I ~'("\/:'X) J }.\ ;;:: '::,'';>I,!O,'";,- ~,.. //~ /". >.: ...<.j'? Calculate Area by Points Easting Node ff 11195.7707415 "-;;::0.~ N 010 01' 05" W 669.764 Radius Radius, pe Nort.h Radius PC East Rad ## 11183.8722830 10472.9810 Delta Angle Arc Length Tangent Chord Oirection oao 03' 07"CCW 94.123 47.14 N 840 57' 22" E Chord Length Middle Ordinate External D.C.C. Arc S Ogo 04' 11" E 669.7M 94.046 1.653 1.657 900 35' 57" Radial Dir. Out Radius P.T. North P,T. East Node # 11289.4524 832 Radial Dir. In 9811.5913 Radius Radius pe North Radius pe East Rad /I S 450 28' 17" E 873.034 9199,3623 11911.8397 nla Delta Angle Arc Length Tangent Chord Direction OlD 57' 42"CCW 29.891 Chord Length Middle Ordinate 14.95 S 43' 32' 52" W external D.O.C. Arc N <170 25' 59" W 873.034 29.889 0,128 0.128 307' <10' 59" R",dinl Dir. Out Radius P.T. North P.T. East Node 1/ 11268.8600 <117 Direction Dlotance N79'49'05"W 54.735 Rndinl Dir. In 9789.9276 Northing 9799.6036 Easting Node 11214.9866416 ;'_ .e.;.:;:.....( N 10' 07' 21" E Dolen l\Ogle 674.096 Arc Length Radtu8 RQdius Pc. North RlIdiu8 Pt East RlId Tllngl)nc Chord Diroction 01' 39' 49" CW 19.5'13 Ch,:,rd t.tmlJth Middle Ordlnnto 1.9.572 0.071 Rndinl Dir. Out Rncli\IA S 110 '17' 10" W (,'1'1.0% BqUIU'1l f'eott 831.5601 c~---- 10463.2065 11333.4620 nla "" /i'i.> 0,011 P.T. North 9,79 N 196 02' 44" W f:xterlllll P.O.C. Aro 45" 24' 4fll' P.T. Et1st Nodo It 9803.3229 - [ 11195.1101 415 t"-:'('l.(' ': /\, (' 'I ~ I"), ,..oJ I '''{ = 1":(-'.:7- . r;:::..1-'r:jt):.. (~l...yr -~;: ;") . ,r,. (' , d"';, U' Date: 07-23-96 Time: 14:05:59 Page: 1 -:,.i-"': . -,:::.t:::: ~. 3-:-) '3,~' -:~':-r"" :0?B ~". f)'). p.:-. .' 1/ . tV')' t,;..,' "'-rA, :07i~~ , I-'j" -t. "'--i/1, Ji i;," ___. /.,.2.8-1' /)\,'-',:-;'" .'''-,1,', /r-?,:"""J ,,~), f";',~,,,,, r '~'.. '/ ; , ":! J .... O{~) "", <~~~V ,":./ ,~_i '::.p\,:" '---'-':"';'_''''''';'j)>''/':,i..! '-:",',,(,';' ',:~~:.'.;,jj~ '.\'ll" -':. ,.-.,' -~.:~7: ,8(, /1/ i, !. (\ ..-' ,", "'Ii fJL.b.! '( '\ J" 1 i \ I :~\~ ~~l , ':f :-~ :t ., '" 't -'I'~ ,10 . ",'( I o o 32 X 10 .- ( User Ndme: Aubrey Palmer, Jefferson Count Project: C;\X01244\FlNAL UPPER HOH RD DE z <( . :I:I- I-ffi ~~: LUU -'0 Uo ~~\ ~I- enu.. -0 ~~ ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 Zl- WWj ~ 15' Uen 0- Clt: WWi :I:U ~~ Z ill en' U- i= ~i o Z .. Calculate Area by Points o o (l Date: 07-23-96 Time: 1.4: 05 :59 Page: 2 198.323 Feet Perimeter: -'f' o o C~-;--.~ ~ :r O{:), mnJl,. ~l ''','1,10':'.''''....... .~\.,;";.'; \ , ',",:.LI.L,. ""'c\"':",~""'.I-,;;, :iV:'L:~.<~~:~t:-; , \' , . l' l 10 "..-11I I o o 32 xl 0 o "~ o .. o z <( . :I:I- I-ffi ~~, LUU -'0 Uo en W~ ~~\ enLL -0 :E~ ;2::; LL<( ~a :I:LU I-:I: ZI- ;:0 ZI- LU LU, ::E :::>; :::> 0\ Uen 0- Ot: LULU :I:U 1-- ~b Z Wen u- i= ~~ o ' Z - li 47" 34' 11 .. T 281.97 FT R 639.76 FT L 531.16 FT I c 14' 33' 39" T 94.54 FT R 740.00 FT L 188.06 FT , ),,,:<.;.', :~.:.. /\'P~F~':':~:V'. /..)~',r- ~Tb ?,:J\/:.,#". \ P.1. STA 4+23.26, 30.00 RT r' o ( I c02' 09' 03" T 16.39 FT R 873.03 FT L 32.77 FT I c 04' 47' OS" T 27.98 FT R 669.76 FT -/ L 55.93 FT o o I~, '-:~~,':::=:'9 ~1 I,'/,\C(~?.r:.....),},.')". 1 I;':"r~-// /. ,1,\" 'r." l' ,I ('" ~ ' .. . '~~!.:;i. :V:' r:~.'t. c=..-;=------- -= . C' . '..' , O!~ -~'-""-._&1 '''1NI1___;;'1!l1I1I~",,::=;:::J:;: ~~I;~..IlL ~":; <~\'>".1 '\/J / ,t' /::.... ".,,",'- .~'.. )'. " .'" (Dr~;;" (i"l/, ./ ..... I""" ";~ / '" , ~:..:::..:.::..~' [>.djLL...L1 "(.' 10 =':'L:l~ :=;;;:~~- 32x lIIlIJIj..~lIIIIlI!iI' . 01 ~ ,- Z <(. :I:I- I-ffi ~~: ~g Uc en . enLU w:I: ...JI- en u.. -0 ~~ (2::; u.<( !!?a :I:LU I-:I: ZI- i=o Z 1-, w LU1 ~5'1 Uen 0- Clt: WLU :I:u 1-- !:!:b z wen u- i=~ o Z .,..... o o _---AlJIkJIIlU&_ User Name: Aubrey Palmer, Jefferson Count. Project: C:\X01244\FINAL UPPER f10M RO DE Nort.hing Beginning Point o o .. . '..-}if:.'l</ / I,' '(i. '! J 1'01 /1 ,:,j!'~:'1 ~';)VJ ';::::/.-'/).')1 . Calculate Area by Points 9811.5913 11289.4524 832 Easting Node 1# Radial Dir. In N 090 04' 11" W 10472.9810 Radius Radius PC North Radius Pc East Rad # 669.764 .:C..t>"7""l-I€'i.,',"-Y -:~/....) '-lME. !~J1'E:...!-J.E.G7- IJ !,~~, 'f:.:,,:L'( ...1'lJ"'" r-n':' ,..U,A J.-~c.E, ~.r."r.A. ";""2:::, '].,c.." ?r-/~,I 99.75 N 72" 27' 34" E 11183.8722830 '- 'Ii'A";,'!. -~-'~I,l"- 16" 56' 30"CCW 198.041 Chord Length Middle Ordinate External Delta Angle Arc Length Tangent Chord Direction D.O,C. Arc 197.320 7.306 7.397 297" 07' 12" Radial Dir. Out Radius P,T. North P.T. East Node ff S 26C1 00' 41" E ti69.764 9871.0601 Direction Oistance Northing Ec18ting Node ff 11679.2860 828 N 63C1 59' 19" E ::;124.420 99G9.4800 Radius Radius Pt North Radius Pt Ellst Rad Radial Oir. In 114'17.5980 829 'iT" ~''-'', (~"'?" ';:-;, .::,{\' ~.':-r. j.;'....., ~.Ji R.~~'h,P:-S, ".:.~('\' -?r S 26C1 DOt 41" E DOltll Angle 609.764 Arc Length 9421.4815 119116.6987827 ',; ';;"i'-l:.. ....,.;(.., 'I" Tangent Chord Direction 18' 21' 37" CW J95.398 Chord l..ongtll Ml.ddllll OnHUIltu Rxtcrnnl !lB.S4 N 73C1 lOt 07" E D.C.C, Arc 194,563 7,RlO '7.911 2J!lCl 54' 21" RlIdi.11 Dir. Out R~diull P.T. North P.T. East Node U N 07' 39' 0"" W 1i09,764 10025.8166 Dlr~ct:ion DJntAncn Northing ............-... ............... ...--..-.............. N ,~. ~O' Slit' Po 42.::;174 10031.4450 nlractlol1 0111tnncn Northing . ... ~. - .. . ........ . . .----............. ......-............... !l 07' 51' 11" W 31.1]3 10000.6040 DirectIon 01utllllcn NorthLIll'j Easting Node II 11865.5137 11::;16 ~ ....-:.r. -;';)"./1, 10~JU.2-,t''''1 3(\ ";_~~r-, 11907.4110 025 P.....oting Nodo It 11903.1672 n/tt E....oting Nodo ,. ! :-:.,..\' '.;;,'r, t,., ",.',ITf ..,",1) 1;:'./,' Date: 07-23-96 Time: 10: 01: 08 Page: 1 c~J ,Tl-I ".",- J..i.r::~_ /2::". 1IruU.,1- 1.11... 111 .9 A2- 20' ~li" \II J],!)51 1)996.0837 11869.5080 n/n >r..,r!,t' /,...It /I,I~ ,.".,. ;..:-", , "'-. ,IA,)':.!" '",!::'r.~',.,J' Rndl\ln n"diun l't North n"dlun pt Eut Rnd Co r ~~..LL LlfIlII.~-'.Ml .M.:~ :-:-r- -- If,'-'" I ,~ lCI_v" f:-~ ,/ J\l'f.... (/.' !.',f ~J t.' l... ,I J'.-\ ,~ .:.i, t - ''i-''; 't: ,. 1'') ., '1" J~~~.~ (-, C' 7" t ~~:,"i1i7!:,....' , G \ " ""''-'''''0''''''' ,"" "-', . .', ",">""'t',~ ',_', 'j'~:)~:;~.:,)}<,:11~~,,(!::\.'>; '-~1ildld...I!II__.II!tlI- _ /" .. "'.:""?",:',(":'t-:,) " .-' :--,:" .( ''-' ~~J1.~.__ \ I I I \ ~. ~~. ;~i I \ ,10 " . I' .. o o 32 X I 0 ,- User Name: Aubrey Palmer. Jefferson Count Project: C:\X01241\FINAL UPPER nOH RO DE Z <(0 :I:I- I-ffi ~~: LUU dg (/)w'; ~:I:l -'I- en u.. -0 LU>- ::EI- ;2::; u..<( en:::> _0 :I:LU I-:I: ZI- ;:0 ZI- LU LU I ~51 Ucn O- Ct: LULU :I:U ~!3 Z WV) U- !3~ Z o o .. c J r f i , . -, Date: 07-23-96 Time: 10:01:08 Page: 2 Calculate Area by Points S 0'1" 39' 04" E Delta. Angle S7~. 764 Arc Length Tangent Chord Direction IS" 21' 37"CCW 185.784 Chord Length Middl" Ordinate 9421.4815 11946.6987 827 93.70 S 73" la' 07" w Ext.ernal D.O.C. Arc 184.990 7.426 7.522 239" 54' 20" Radial Oir. Out Radius P.T. North P.T. East Node It -:':"'1,- N 26" 00' 4111 W 579.764 9942.5188 11692.4425 nla ,~ f;',(, S"., ".: (~" :3'~ . :,.c S 63" 59' 19" W 224.420 Direction Distance Northing Eastin; Node # 9844.0990 11490.7545 n/a '..? "). 7~""'T~- Radial Dir. In ,';. ""f ! 7., ~; -':: , ..'r:-,,^ Radius Radius Pt North Radius Pt East Rad N :160 DO' 41" W 699.764 10<172,9810 11183.8722 830 Doltl'l Angle Arc Length 'fangent Chord Direction 70.59 S 690 44' 57" W 110 31' 17" CW 140.714 Chord Length Middh Ordinato 1010.47" RAdial ntr. Out 3.53<1 Radius s 1010 2~' 2<1" f: li99.764 Rlld!lIS Ro'Idius Pt North Radius Pt East Rad 9199.3623 11911.8387 nlll Tangent Chord Oirect.ion RMHlll Dtl'. In S 420 (,0' "2" 10: Dl'tltft ^nl)le 813.0301 Arc 1.tmlJth .r );;1'0 "9' 09"Ct"W 465.707 Chord r.I':tIlIlt.h Mtdl.lll't OnUnnto o EKt.ernal D.O,C. Arc 3.552 P.T. North 520 59'30" P.T. Eut Node II 9795.4759 11358.%12 "In ~4 (", '"' '(/.1 f:,>:~.:: kIF: J (~r,' 1,"T' 239.44 S 300 44' 44" W BlCtornal n,o.c. Arc N "5. H' fd" W "1),0]4 4&\1,16"' )).11'1 34,52" ;;1920 "3' 29" R....IHI1) f>1r. Out Rlldiun P.T, North r,T. EMit Nod" " .r /, :2~' f-:-'." :1,S\ '/.:; ~I . Z f ' 'j:::-' 9400.1i'143 11124,1215 n/n Hllnctlon 1>1..tIU1C" Northin!) Ensting Node o rA'"I' ::ly.,~4t).'7("1 1/ ,""J, ~':' 'j' l.'.'T I o o Hntltnl fHr. In N'Ifl. JIJ' fd"W 60.000 9415.5106 11065.!HI99n/ft ::.,\).' ).,.,I"~CI"'/i 1.1\,\,,<0:' ....~t,' "u" ,,:,,-,:. ,.',,; :::'.'1",.., 9 'Hi- ]9' !il" (.: R11. 034 IMdiua RlUUU8 flt North RlldiuD Pt Ran Rl'ld 1)199.3G:JJ 11911.9J87 nlll :.. "il/;:",, ~'~l':\,!'.1 r JL ...........~~~ ,.) :' "'!~;Jr., O~U'"'''''' p",h" , , , . '.. '. ." ';) ;." . . "-;;\/'r\:'_~~!~:',':,;."l;'- ': r.,:",.:":", ",:~ ~'iM_MaMft~~r' '~.ihtl~:~~'~'~~~~ f','..lo .. .,'. ., 32 X 10 '(' ~tz:n ~~~~MI[_'-"~~ ~ 0'-"=~- -= 1iIllJ::i ....'.......""~ ~' (lilli.1llil....~ .~ ~'... - User Name: Aubr~y Palmer, Jefferson Count Project.: C;\X01244\FINAL UP~EJIt. HOB RD DE z <(. :I: I- I-ffi a: ::E. ;;5 0' -"0' Uo cnLU ffi:I: -"I- cnu.. -0 ~~ ~::; .....<( ~a :J:LU I-:I: ZI- ;:0 Zl- UJ LU1 ~ 51 Uen 0- Clt: UJLU :J:u 1-- !:!:b Z wen u- i=~ o Z ( Tangent Chord Direction Calculatfl Area by Points .. o o (l Date: 07-23-96 Time: 10:01:08 Page: 3 Delta Angle Arc Lenylh 300 11' 34" CW 460.051 Chord Length Middle Ordinate 454.752 30.129 Radial Dir. Out Radius N 450 28' 17" W 873.034 Square Feet.: 46409.2116 Perimeter: 2261.899 Feet ./-; . / ~ '-') 'c' ! '.r""", I . o o 235.50 N 29- 25' 56" E ExternaL D.O.C. Arc 31.206 72- 49' 44" P.T. North P,T. E/\st. Nod" It !laU.5913 11289.4524 BJ2 '/ / ,1 , 0' \.~. .I;!\'(-;:'; -:,"rl'. /.'-J" "..r J.../.; .':., ;,'c.'r -:;,.(', (1[.1 ,. '~i::;:T. ,"..;::,r",..:7 ;;:-.""\u7 !':';':':::;" ,l''''~'''''+/.;N'() /."f'l < ,.I" ,/.) (I -.:~ I,~' i ---, '{.'"'- /'.! ',' /!' /. ",,' G.,.J /",.;, 'r'J ''r'', (~....- -7" ~ ;'-:-'>'1',",~:r:~~;-:,',,'~', '0'..:-".." "" -,,,,,,':,,,, '"" '~:E" "{';~; ~'i,;:;;;,;i,\\. tF .. ,; , ,~~r- ~~""-"U~"~':"'::"":':"""'..o..-...";~"'" ~-:......-~~ .a~11" --- ...., ...- ~,' ';:~>)'d/ r~I:,~:. ;'},::;,-,' ~.: ~Y(j ;;4',',' ;':, ;:; (., ) I o o 10 32xlD ,- z :2~ I-ffi ~~: wu -'0 ~o en LU' w:I:1 -'I- en u.. -0 LU>- ::EI- <(- a:-' u..<( ~a :I:LU I-:I: ZI- ;:0 ZI- LU w ::E:::> :::> 0' Uen 0- Clt: LULU :I:U 1-- ~b Z wen u- i=:I: 01- Z r o o /' \.. ...... ~.I ..,~~'_"""""Oh"""'~ o o .. o BEGINNING OF PROJECT / P.O.L. STA. 624+66.38, ' BAK. P.O.L. STA. O+OO.OO/HD. M.P. 11.83 t H. ~ / j 1 Nl.\~'ryf Ar-?~'7--:/. , lrf'" -rr.. ~;.:"na.~ f. '" 1'- (, : .'1 \1:) I / " J / ()? /:.,:~.,c 'to ;'. r:...,,;:}'- ,Lf J ,J i"'~ - ': c - - .A.~_ o::~:l -'~Ils:llJIIII!MlMlI ' o '" ~zu.~ ,.,'. "~~.;;." ~_.... - ~~ 1..-.:J.III.IIIIlI!ll8I o .1fI 10 >....:=---.Lti~I... 32 X 10 11.11_1'-"-'" '~I ,- Z <(' :I:I- I-ffi ~::E. ~ a~ UO o ~~l ~ l-' enu.. -0 ~~ ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 Z 1-, LU LU1 ~5\ Uen 0- ot: LULU :I:u ~f3 Z Wen u- j:: :I: I 01-. Z ,r o - o o .. ".. (. /: '-.~ .:"':1::" .!'){: ,- (; J";- ;-' y-: >' ,1,< ~ ,,"'::,2. /.-. User Name: Aubrey Palmer, Jefferson Count Project: C:\X01244\FINAL UPPER HOH RO DE "Ii) Date: 07-22-96 Time: 13:08:03 Page: 1 ~'~.f::_ .'., J ..'"', ~:~; r""\ ..~\ i~) J Calculate Area by Points ,F:'.-~ Ii. r~ /1 ../ J:\ t:;::::J," ( Northing Easting Node ,. Beginning Point 9968.4394 9982.9641845 Direction Distance Northing Easting Node #l N 060 OJ' 39" E 87.024 10054.9769 9992.1525 848 Direction Dlst.ance Northing Easting Node S 960 18' 21" E 10012.8437 10644.7137 849 653.920 Direction Distance Northing Easting Node N 040 58' 13" E 10013.9210 10614.8074 850 l.OIH Rddilll eir. In Radius Radius PC North Radius PC East Rad It S 09D 18' 1511 W Delta Angle 669.762 Arc Length 9352.9698 10536.5235409 Tangent. Chord Direction 120 151 1511 CW 143.244 71.90 S 740 34' 08" E Chord Length Middle Ordinate External D.O.C. Are 142.971 3.826 3.848 1490 361 1511 Radial Dir. Out Radius P.T. North P.T. East Node It N 210 3J' 29" E 669.762 9975.8791 10782.6248 851 Direction OistAnce Northing Etlsting Node It S 680 2(j1 31" E 9905.8733 10959.817D 852 190.S:Z0 Rndhl Oir. In Rl'ldius Rlldiud pt. Nort.h RadiuD Pt East. Rod N 210 33' 29" Ii: Delta Angle 609.764 Arc t,oogth 10472.9810 11183.8732 830 TlIngant Chord Oiroction 47034' ll"CCW 506.255 268.75 N 870 461 24" E Extnrnnl O,O,C. Arc Chord Length Middle Qrcl!nnte ~ -.. p P..... ~.... ....._-.....-.... - .. ~ -........... -- .......... ~ ~..~....... 491.839 51. 789 56.596 61' .,- S?' I 0 Rlldial Cir. Out Rndiul.l P.T. North r,T. Eaat Node U 0 0 .......-....._......... ................. .................... . ~............... ...... S ,.' 00- 41" E 609,764 rl924.9825 11451.;1 84 9 853 DirClctJon IlJIStancft Northing E:tllJtJng Hecla ... ..... ~ . ~....... ~...... .......................... ....................... ........................... ........... c~-'- 0-'--- ..Lt::.b.J _utlLl..i;_ :c ---.dloili ,,':-.' .._~~~. ;...u~~?'" .i~~~~0Jf:~~II"'~ -......... (j.,.".ID J~_;';;"';.;.;m.m_- . 32X 10 ~IIIII'" '- '.d ...;;; - (, User Name: Aubrey Palmer. Jefferson Count Project: C:\X01244\FINAL UPPER HOH RD DE Z <(' :I:I- I-ffi ~~\ ~U: UO enO enLU LU:I: ..J 1-,' en u..' -0, ~~ ~::; u..<( ~a :I:LU I-:I: ZI- ;:0 Z 1-, LU LU, ~5\ Uen 0- Ot: LU LU' :I:U ~~ Z Wen U- i= i!:! 0' Z Calculate Area by Points .. o o (:r. Dace: 07-22-96 Time: 13:08:03 Page: 2 N 630 59' 19". E 11652.9729 854 224.420 10023.4.024 Radial Oir. In Radius Radius PC North Radius PC East Rad # S 260 00' 41" E 669.764 9'121.4815 11946.6987 827 Oelta Angle Arc Length Tangent Chord Direction 180 21' 37" CW 214.624 108.24 N 730 10' 0'" E Chord Length Middle Ordinate External D.O.C. Arc 213. 707 Radial Dir, OUt 8.579 Radius 8.690 P.T. North 2390 501' 21" P.T. East Node If - ~... - -.... - -. -. --------------. ..------------- ------.-------- " 07' 39' 04" W 669.764 10085.2824 11857.5252 855 Direct-ion Distance North!n!]' Easting Nodo n - - - - - - -. - - -~ ~ ~ ~ . - ~...... ~. - -... -.--.. ~...--...... ~.. -............ " '2' 20' 56" S 58.91B 10093.126B 11915.91B6 856 Direction Distance Northing Easting Node n ................._. . - ~ ~ -. ~.... -....... -....... -..-......... ~~ . -... - -- - - - - - ~~- .....--. S 07' 51' 11" W 62.266 10031.4450 11907.4110 825 Direction Distance Northing East ing Node It -.. ~.. ~. - - ~..... . -. - -. ~... -....- -...............-.- .---...-..-....--- ....... S '2' '0 ' 56" W 42.274 10025.8166 11865.5137 826 Radial Dir. In Radius Radius rt North Radiu" rt East Rnd It S O7CI 39' 04" E 609.764 Delta Anglo Arc Length 9421.4B15 11946.6n7 B27 Tangent Chord Oirelction ;r" , , IBO 21' 37"CCW 195.39B r.:h:>rd Length Middln Ordinate 98.54 S 730 10' 07" W Extnrnal D.O.C. Arc o 194.563 7. BI0 '1.911 2390 51' 21" Radial Dir. Out Radlud P.T. North P.T. East Node It ....................... .................... ...-.................. ....................... ..-...... " 26' 00 ' n" w fiC!).764 9969.4800 11670.2860 82. 01 roet ion Dlt1tnnc" Northlncr ElIstJng Nodn It ....-............-.. - - -.. ~..... -..... ................... ..........-.......... ............ R .J' Mil 10" W ;124.420 !)R'11.0li01 1147'1.5980 829 RlldiR\ Dir. tn nltCUUII Pad,illll rt North Radius rt '~a8t Rhd It o N 26. 00' 41" W O"lta ^n~lln 669.71l4 Mr. l.nnqth 10472.9810 11183.0722 830 TlIn~"nt Chord OJ not ion {'=~~.'-':.~ . ~~". :: ~ ~,~~~ ~-'-"'" ~.l .tIIlt:oiiili "~..~i) .'::''';'..,i~ , ,,~.,:t~?mJ~,;, .'.' , , : <},~.;:.,,"~h;,,#~i.:.:.,' ~'1: :~:. . ",'," :' :' ::;' ";~~~;~~iJ:i~;~'~)~,."~':'~ J i I I : ..... <10 . :.","';~; l_..ii." I o o ~ I I ~2~1.D! L_',~_,".. .. L. ,ill ,- c User Name; Aubrey Palmer, Jefferson Count Project.: C;\X01244\FINAL UPPER HOH RD DE Z <(. :I:I- I-ffi ~~. LUU -'0 Uo ~ ~~ ~ 1-1 enu.. -0, ~~ ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 ZI- LU LU ::E :::>' ::) C~ Uen 0- Clt: LULU :I:U ~[3 Z Wen U- i= ~! o Z Calculat.e Area by Points o o .. c Date: 07-22-96 Time: 13: 08: 03 Page: 3 External D.O.C. Arc 470 3<1' 11" CW 556.070 295.19 S 870 46' 24" W Chord Length Hiddle Ordinate 540.236 56.885 62.165 61" 02' 59" Radial eir. OUt Radius P,T. North P.T. East Node # S 21" 33' 29" Ii 669.764 9850.0706 10937.7703833 Direction Distance Northing Eastlng Node #I N 68" 26' 31" W 190.520 9920.0764 10760.5781 834 Radial Oir. In Ratlius Radius Pt North Radius Pt East Rad " S 2P 33' 29" Ii 609.762 9352.9698 10536.5235 '109 Delta Angle ^rc Length Tangent Chord Direct.ion 200 51' 08"CCN' 221.917 Chord Length Middle Ordinate 112.20 N 78" 52' OS" W External D.O.C. 1\rc 220.694 10.068 10.237 2630 11' 1911 Radial elr. OUt Radius P.T. North P.T. East Node tI N 00'" 42' 21" E 609.762 9962.6960 10514.0362 836 Direction f"iistance Northing Eastlng Node tl N 8<)0 17' 39" W 74.289 9963.6013 10469.7530 "7 DlrlJction eiflt4nc~ Northing Ellst1ng Node II ~ . .............. ............... .-..-.......... ............... ;r N 00. 42 ' 21" F. 10.000 9973.6006 10469.8762 "B Direction Distance Northing Ellst Ing Node 0 ................ ................. ~. .... _0"_ ..... _.. .......-.........-..... N 89'" 17' 39" W 1.7.957 9973.8218 10451.9204 839 Riulinl Olr. In RI'd1ua Radiu8 Pt. North Rndlun Pt east Rad II N 000 42' 2111 r-: 840.208 10BlJ.9(j63 1046~L272J 4011 Dnltl\ 1\nalft Arc (,coath Tlillg,mt Chord 01 roct ion o O~. 07' 17" CW 75.100 Chord r.flnl)lh Mldcllc Ordinnta 37.59 N 86'" 44' 00" W Extornnl D.O.C. Arc 75.075 a.RJ9 0.840 21'" 18' 02" R.,di.,l 01r. O\lt Radius P.T. North P.T. f:.,ot Nod" " c .0 C[);~:':\;: :" , r'" '_' .~~,j:,',~.~:(;:,'.j~_,;::'> '},':-,'j A.bd'....~~=--==~____ .. 1IllIl~ b..L ilIIII._"IIII111Jf1lIM.tdlIiI:1 - '~ l , 1 j i I r ) I I i t 10 ~:!~....... ~~" - I . o o ~ 32X 10 LUIllIIlIIW ..- o -- o .. User Name: Aubrey Palmer, Jefferson Count proj ect: C: \X01244 \FINAL UPPER HOR RD DE Date: 07-22-96 Time: 13:08:03 Page: 4 r I ! , c Cf Z <(' :I:I- I-ffi ~~, wU' -'0 Uo ~~i ~I- en u..> -0 :E~ ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 ZI- LU LU1 ~at Uen 0- Ot: WW: :I:U 1-- ~b Z Wen U- -:I:, b 1-1 Z " Calculate Area by Points S 050 49' 38" W 840.208 9978.0997 10376.9669 841 Direction D!st.ance Northing East log Node It N 840 la' 22" W 32.853 9981.4353 10344.2834 842 Radial Dir. In Radius Radius PC North Radius PC East Rad ## S 050 49' 38" W Delta Angle 1292.333 Arc Length 8695.7800 10213.0743 403 Tangent Chord Direction 130 51' SS"CCW 312.756 157.15 S Balli 53' 39" W Chord Length Middle OrdInate External D.O.C. Arc 311.994 9.450 9.519 275003' 29" Radial Oir. Out Radius P.T. North P.T. East Node ## N 080 02' 20" W 1292.333 9975.4140 10032.3479 844 Direction Distance Northing Easting Node II S S}'t 57' 40" W 49.87.1 9968.<13911 9982.96U 8115 Sq\lare Feotl 118219.16311 Perimeter I 4145.701 Feet 1//:1., ; It.... / '/ / 0'::; ,'/ '/3, 5'(:' n - 2. -)( 3'7 Ac:r.::c 5 ':r'" o /1 Cf::.:.E :5 o I o o ;:c:.~:---'-=. '.... ...,.. .'..'.'~, ~2C~~~~ .. ,:.~..~J :::.~JiB11~H:'';'~:: m~B-' ~"":; .~. ~..2j~~1~ ;.,=f~j~~;~~,I'i"..."~=,.i;'j.,?D}';~iI..4.,...~ID 32 X 10 ;::;::: !!:==_____.. ~~!~=:!! ~r :c:."..L...:...:....,.1IIIIIIIt(..1' -'. __ -~~ ! ... II :;: l(j ::l Ie U'SI'!58- .; .; ~ T lS;.M FT :0 :0 R 1312.33 " ,.: ii! Ie 20'51'08- L 317.eo FT r N T 117,72 FT ./ ~ .. R 83;.75 FT <.l L 232.84 " \ 0: I I \ I \ I ~ I I II \ I I ~ - -L..J 3" I II -- Scale ,. = 50 It \ I I I II ./ITA l+l!O.' \ I ./ ITA Z+ ~ II .. ,- ( Z <(. :I:1- I-ffi ~~, ~g' Uo l:l~i ~ .-t enu.. -0 LU:>- ::EI- ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 zl- ~~: :::> 0\ Uen 0- Clt: LU LU, :I:u' ~t3 Z wen U- i=~ o Z BEGINNING OF PROJECT P.O.L. STA. 615+63.43 M.P. 11.66 .TA et5+7'a.11, ....40 LT orA 816+e8.0I,. 14.00 LT .r o o o " , c, I I" 05'OTlt T 36:48 FT R 820.21 n L 73.31 n ./ ;:1 :I i ./ ~ S M,O'n- E 32.85 F'T <.l 0: ~- illlllfl.1lll1JI1l!!k~"""- .,;:) ',':::':,!(, Q. " ,'.... ,',.', .' '1 ' ':i ",:.\,,", ........~.....:C "~~1t ,C,': <~. , , I 0 ii~~,,~_=~~.....-n\F~!~ 32 xl 0 i-.........~- --'.lII"'-~- IIIJ~ JIJI~ ~~ - C-'o- .- c LL.Ll II' - o .!~ / I I I I END OF COUNTY ROAD P.O.L. STA. 635+71.20, M.P. 12.04 P.O.L. STA. 11+04.82, M.P. 12.04 I , 022.,20.30, 30.00 LT/ BEGINNING OF PROJECT P.O.L. STA. 624+66.38, BAK. P.O.L. STA. O+OO.OOjHD. M.P. 11.83 t ff .t' ST' "7"34'''' LT I T281.87" Ii) R ""'.70" " L MI,lS" c-.. Ie ''''33' 39w T ;4.'" FT R 740.00 FT L 1 ee.oll rr .111"21'37" RT T 103."30 " R 830.78 " L 200.01 " J-. Sf" 4+23.28. :10.00 RT II II II II C'-~'-~~'=~~~- _UJ_~~~U__~__;fu~_'~----'" E) ;"'_~ .=:.... (' lL u:. 10 ~ ~:.: l'-11J 3.~ ~..u~J - JUL~ .J.. .. ..,.. ,- END OF COUNTY ROAD P.O.L. STA. 635+71.20. M,P. 12.04 P.O.L. STA. 11+04.82. M,P. 12.04 I e 02' O'J' OJ" T 18.39 n ~ 117JO;3, FT L 32.77 n ~ICl ()4047"W ~ ~~."" ./ L 8&.03 " c-o ~.' o /I ~ \ A1r2torr RT T'~" R lS.1G.78" L 205,ot. ~ -. r~i?~:<""':2t 0:. r=..XI~T~'J.lC'., USI\""-,-,'E ___...._ ' 1,1 E. u.J f:f~,;.,~ : '1:>II"r; ~'!t~."t - ., ,t":~'.~:,f~'.11f - '~J\ f. I! ~ : , +121 Qt.,) "~"i1' '~'_:::' f!:~;tiY~'j ,,'. ::;,~}~:-,';i':;',~;.',,:,\;>; ,.,e,:" 'i'-\) "1,.'\,1l'ljilMt ,,:".\ ~,P../lJ1 ~~1==:0'J (;2(:2, ."t.;r'C_l( ..,.:.;~. CY,/)/.)t~/ E?-I\ ',.) I !,I.';\ I. o o ~ ,,~ \/ f: 10 - 32 X I 0 . r - - Z <(' :I: I- I-ffi ~~t ~g'! Uo ~~\ ~ t-" en u.. -0: :E~ <(- a:-' u..<( ~a :I:LU I-:I: ZI- ;:0 ZI- LU LU' "'" :::>1 :5 0'\ Uen 0- Ot: WWi :I:U 1-- ~b: Z wen u- -:I:I bt-, Z ';r.... c User Name: Aubrey Palmer. Jefferson Count Project: C:\X01244\FINAL UPPER HOH RD DE: "I o o .. .,/;" \ /:., .,<'/I.,~_' Ol /C! i::- t,.-, ",'" iiI,.;...," ~'; /'.'CI:A 'F.':O::'~'.l. ;",~' . ~:..., <Tj') ::-2."1; ~1~:>.s~'"5-::::(L / :. i:~ ,}.. /"rr.?;"_:':;:~~/ ".. ,.", ,/" r Distance 41. 334 1326.333 , Arc Length 320. 9aS " 320.202 Radial Dir. Out Chord Length Middle Ordinat.e 9.698. Radius Nort.hing 10003.2996 Northing 10009.0799 "t\:' )1 1-"-' {'-'IA-.} 1'" k't ,.<, ..--,f; t- '~"'.E..,'/._ ,^-_)("I. -)1 (\:~;.O/ ()('); Calculate Area by points' \ Easting Node # 9986.6655 401 Easting Node f# N 810 57' 40n E Radial Dir. In Radius Radius Pt. North Radius Pt East Rad f# 10027.5931 402 ~. S 080 02' 20" E Delta Angle 130 51' saN CW 8695.7800 10213.0743 403 \ Tangent Chord Direction External 161.28 N 8Sa 53' 39" E D.O.C. Arc 9.770 P.T. Norch N 05. 49' 38" E 1326.333, 10015.2596 10347.7354 404 275. 03' 29" P.T. East Node n Direct ion Distance Nort.hing Easting Node n Radial Oil". In S 840 la' 22" E 32.853. 10011.9240 10380.4189405 Arc Length Radius Radiull Pt North Rndiuo Pt East Rad Celtn Angle NOS" 49' )IP E 806.20B 10813.9663 10462.2723 406 T",ngcmt Chord Direction OS" 07' 17"CCW 7:1.061 3Ei.OS S 860 44' 00" P. Chord Length Middle Ordinate Extcrnnl D.O.C. Arc 72.037 Rl'ulial Oil". Out 0.805 Rndiu/J O.BOG P.T. Nort.h 210 18' 0:2" p,or. EUllt Nodo tt o -.----.--------- -------.------- --------------- -.--.------.--- s 00" 42' 21" W B06.208 10007.8192 10452.3393 407 o . ('-;--' ..... //1....-:). A?./ 1. ~r/I'I Date: 07-22-96 Time: 10:42:43 Page: 1 Beginning Point. ,(.E.3' t~ ,I ' ' Direction Direction Diatnnco NarthlnCJ IMoting Node" Rndl"l nh:. In B 890 17' 3!)n E 92.2016 lonOG.6827 105H.G'18340B B 00" .12' 21" W n"lti1 An91ft 20. 51' OH" CW 653.762 ' AI~o I,nngth RildiulI RncUulI Pc North Rndl,un pt flllnt RAd 10536.52J!i 409 ::1]7. !)JO 935:1.%98 Tltllnent Chartt Dlrt'lct1on 120.30 G ,DO 52' OGII E -: . ~(~ :~ .,......~j) "~;'f~i;,:,;J;:,:..:,',.~, ::'~}:~\;<;I;; i,('~~;;;:~\~':'::' ,;,":'ii,', 't':.:..i"""b'.Ii/.II~I'~1 ~ " '1- "";'-;'i'~/5;-~":," ";1':::;<.';' ,'I: '{,/',""l' '~-,. '\../:i :':l.~":"';';" , "I: -. ., o I o o 32x I 0 - Z <( . :I: I- I-ffi ~~, WtJI -'0' Uc en ' enLU LU:I: -'I- en'"- -0 LU> ~t: a:-' u..<( ~a :I:LU I-:I: ZI- ;:0 Z 1-, ~ ~l => o. U en, 0- c t:' ~~i I- i=; ~o Z Wl/l u- i= ~I o Z .T' o o (~..; User Name: Aubrey Palmer. Jefferson Count Project: C:\X01244\FINAL UPPER HOH RD DE Chord Length Middle Ordinate c Calculate Are'1 by Points External D.O.C. Arc 236.619 10.794" lO.975 2630 11' 19" Radial Dir. Qut Radius P.T. North P,T. East Node #I N 21" 33' 29" E 653.762~ 9960.9984 10776.7457410 S 68" 26' 31" E 220.880 ~} Direction Distance Northing Easting Node #: 9879.9368 10982.1745 411 Radial Oir. In Radius Radius PC Nort.h Radius Pt East Rad S 210 3)' 29" W Delta Angle 814.000. Arc Length 03" 11' OS" CW 45.244, Chord Length Middle Ordinate 9122.7802 10683.0737 412 Tangent Chord Direction 22.63 S 660 50' S8" E External D.O.C. 1\re 45.239 0.31.4' 0.314 1220 07' 20" Radial Oir. Out Radius P.T. North P.T. East Node If N 240401' 34" E 814.000. 9862.05101 11023.7701413 Direction Ciat.aneD Northing Easting Node n S 65015' 26" E 17.278, 9854.8198 11039.016B 414 N 240 014' J4" E Doltll Angle 726.000. Arc Length Radial Oir. In RndiuQ Radiu/J Pt North Radius Pt East Rnd 10514.1698 11343.3262 nla 'rangent Chord Direction 164.57.1 Radinl Cir. Out <1.678 Radiup 130 00' 5B"CCW 164.9:118 82.82 S ?lCl 45' 55" F. Chord Length Middle Ordinate External D.O.C. Are 2P 11' 04" P.T. ElIst Node II S 110 43' JG" W 726.000 9803.3229 11195.770'7415 4. '709 P.T. Nort~ N 010 01' Oli" W OQltn Angl" fiG9. '764 Arc r.ength Radtuo ""diufI rt Nonh RftdiuQ pt East IMd TnnlJftnt Chord Diroction R"dinl otr. In 1102<1'50"CW 1.13.4::1:3: Chord r,fHlgth Middle Ord1nlltn . ' 100172.9810 11183.8722830 66.93 N OSCI 18' 40" W Extern"l D.C.C. Arc ~,- ~.~ ...l'. - .. o o " ....,.; ~,;; ., ,~ ..., , ,.~ " .{l. .:' /.." ,I ....',' :~:. .' ..,',-, .'i."i.: ".l ;:'./ 'J /'/ ...,f-',,\ .< r>..\"_r<'~""},, i',.. I,' I;, G)J~~ "~"":..d",-,-"":" t I' ;':r-~I,T"rJI r':.'~'/.', ."t.. \:.._, ..,I.lf:'I,\ ?;;:~\~~;:J?')'~;:?,:<;.; ,.:". ,'","'It';',it! '\";; it ,:: ;~~1:1~1~~\~El:'8:L 4; Date: 07-22-96 Time: 10:42:43 Page: 2 ,....1 'I ,; "i.t.'"..) ,.."} (.r'..'; 'r,t' ,I,. 'I i'" :'.: ., '.~ ,~ 'X .,;\ I t-~' :!l' I , ! 10 It bd IWI U - I () o \tq' 32 xl 0 : - c User Name: Aubrey Palmer. Jefferson Count Project: C:\X01244\FINAL UPPER HOH RD DE Z <(. :I: I- I-ffi a: ::E, ~O' -' 0' Uc en LU\ ffi:I: -'I- enu.. -0 ~~' ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 Z 1-, ~~,i :::>0, Uen 0- Ot: ~~i 1-- 1-' ~O Z W(J) U- i= :I:. 0....; Z Calculate Area by Poin~s .. o o c r I Date: 07-22-96 Time: 10:42:43 Page: 3 5 100 23' 45" W 133.202 3.320 3.336 321044' 46" Radial Dir. Out Radius P.T. North P.T. East Node" 11063.0145 420 Radial Dir. In N 210 49' 28" E Delt:a Angle 669.764 9B14.21l7 Radius Radius PC: North Radius Pt East Rad " 10514.1698 11343.3262 nfa Tangent Chord Direction 020 55' 06" CW 38.403 Chord Length Middle Ordinate 754.000 Arc Length 19.21 N 660 42' 59" W External D.O.C. Arc 38.399 0.244 0.245 172045' 29" Radial Dlr. Out Radius P.T. North P.T. East Node It 5240 44' 3411 W 754.000 9829.3903 11027.7426 421 Direction Distance Northing Easting Node II Radial Oil". In N 650 15' 26" W 17.278 9836.6219 11012.0508 422 S 240 44' 34" W D"ltn Angle 786.000 Arc Length Radius Radius Pt North Radius Pt East Rad It Tangent Chord Direction '.r'" I , I 43.682 Radial Oir. Out 0)0 11' 05"CCW 43.688 Chord Length Middle Ordinllte 0.304 Radius N ;110 33' 2911 E o 786.000 9122.7802 10683.0737 412 21.85 N 6GD 50' 58" W External D.O.C. Arc 0.304 P.T. North 122D 07' 20" P.T. Eliot Node" 9853. 7~56 10971.8960 423 Direction Oistl!l.nce Northing Eustlng Node II R",di.,l Oir. In N 6BD 26' 31" W 220.080 99301.9571 10766.4572 424 o s :U. 33' 29" W Onitn Angi" :;to. 51' 08"CCW :;t2".'740 Chord Length Middle ordinllt.e G2!'i.162 At'e Lonnt.h RlIdtun Rad.lurI Pt North Rftd!l..ld Pt E.....t RlId 9352.9698 10536. 52]S 409 Tnngt.mt Chord Oirection 115.14 r-l 70. 52' 05" W F:xtarnal P.O,C. Arc -:';. (,-)"!,... f.. .r:"~'. 'r .-- J'" _.,'Et..,,_~ ~ < -"c I~};- C"';-$~r.~~.~,~, c--=-' 0- -- !;;) ,":'~,:~;t:,'.'.:>:',: .,~. "',,:;,;;"";, '..-;..'.', , I ' (,),( .,.., ;....,..>'\">,-,;",,,...,..,,', .......... '"0,''' _./"t'("'i"t>' ...... .:I:;-':'-ik>"J~1'it;,.-:/"r(-;\,":",;_';::':-',":>"\'':.: :~>.. .:'" . ~~~..;.~"~~~~~~,,.~~~~~~~~;i;;'" l:'i~~~~~~~~J~:2J ~ ~ - .., . ~~ ""~ -c.. ~...~~ -== == :*~:' ";,~ d1!U .;.;..;..;....;:.~. I o o 32X 113 ....:,_....,,;.;.,,'.,,;~-_...;...'"'; r ;,- Z <( . :I:I- I-ffi ~~\ LUU -'0 Uo U>W: ~~l C/lu.. -0 ~~ ;2::; u..<( ~a :I:LU I-:I: ZI- ~~, ww; ~ ~h UC/l 0- Clt: UJ Wi :I:U 1-- u.. 1-, _0 Z Wen ~~i o ' Z .r"' I I o o c' User Name: Aubrey Palmer, Jefferson Count Project.: C:\X01244\FINAL UPPER HOH RD DE Calculate Area by Points o o .. (J Dat.e: 07-22-96 Time: 10:42:43 Page: 4 226.485 10.332 10.505 26)0 11' 19" Radial Dir. OUt Radius P.T. North P.T. East Node # N OO~ 42' 21" E 625.762 9978.6848 10544.2333425 Direction Distance Northing Easting Node '* N 890 17' 39" W 92.246 9979.8213 10451.9944 426 Radial Dir. In Radius Radius Pt North Radius pt East Rad # N 00" 42' 21" E 834.208. 10813.9663 10462.2723 406 Delta Angle Arc Lengch Tangent Chord Direction OS" 07' 17" CW 74.564 Chord Length Mi-:ldle Ordinate 37.31 N 860 44' 00" W External D,O.C. Arc 74.539 0.833 0.834 2P 18' 02" Radial eir. Out Radius P.'~". North P.T. East Node It S 0511 49' 3B" W 834.208 9984.0697 10377.5761427 Direction Oifltance Northing Easting Node It N 9411 10' 22" W 32.953 9987.4043 10344, B926 429 Radial Oir. In RAdiu" Radius Pc North Radiuo Pt East Rad S 0511 49' )0" W 12!l8.J33 Delta Angll) Arc Ll!:ngth B695.7000 10213.0743403 Tnngent Chord Direction 13" 5l' 58"CCW 314.208 157.90 S 880 53' 3911 W Chord Length Middle Ordinate Extflrnal D.O.C. Arc 313.442 9.494 9.563 275" 03' 29" Radial Dir. Out RodiuD P.T. North P.T. EAst Node fI N 08" 02' 20" W 1298.333 9981,3551 10031.508A 429 Oirection OiAtnnce Northing ElUlting Node S 81" 57' 40" W 48,367 99701.5912 9993,6173 430 Dit'ccllon Dilltance Northing Ellst i n!J Node ., NO"" OJ' 39" E 28.070 10003.2996 9986.6655401 Square Peet I 33029.1635 'c---;-_._~ '"'-' :~~~~,J~.~ ."~:=:~: :=~' E) .r~~ , ":::~ :--~ '!~~.' :t~rj.t;1T;'::",;t.."" ""'Jv,\;;}'~i~i""'::" j, I r' ,'~ j'!';;~:\~"~:I;; ;" ":,~i.j 'ilii''''/ ":;'\":\"',;'i:!,>';': J\Df.";I~i;;~' ..., "(". '~,' ':~q.~ 1 i ,10 =..,.,: ....~_..L..~ I G o 32 X I 0 ! ._-~ ........ ,- User Name: Aubrey Palmer, Jefferson Count Projec~: C:\X01244\FINAL UPPER HOH RD DE Z <( . :I:I- I-ffi a: ::E, L5 0' ....0' Uo en LU'\ ~ i=; C/l u.' -0 ~~ ;2::; u.<( ~a' :I:LU I-:I: ZI- -0 !z 1-, WW1 ~5! Ucn 0- Ot: WW: :I:U ~g Z ~~. -:I:I b.... Z o o .. (; I':, '1' Date: 07-22-96 Time; 10:42:43 Page: 5 Perimeeer: 251B.261 Feet 1'\ I/,,,~'~ :.,r" I . o o Calculate Area by Point.s ,~'('''~'\ ~) .0 ,_. C.,t_-.~ I;~ rr'" }:", 1-:- (,i~ , ! .- ,... i t'~~ ~'1 C. T;> .E.:-. :5 , ) ~,.. -' k! ,,:': /~:E';>':" "~:,~'::,~i~j,;.,~a,~~:r:}.>: '_ ._\",t~:..~~?;.;w i,J~,tJ;:f.~:~\';~:~\;~~J::?;Li:.:L2j~:',l2t',':,:\ -:'i:, ""~' ,',,~._I:' ) ; r 10 ~~{,I' .. I o o 32xld - Z <( . :I: I- I-ffi a: ::E, <( :::>, LUU -'0 Uo en LU'\ ~~ en u.. -0, :E~ ;2::; u..<( :::> ~O :I:LU I-:I: ZI- -0 !z 1-, LU LU, ::E :::>, :::>C, Uen O- Ct: WW: :I:U I-i= ~~ WOO ~~i o . Z 'r' o <.. BEGINNING OF' PROJECT P.O.L. STA. 615+63.43 M.P. 11.66 ( - === :::=.~-: -~ - ~"";::.- -l-'::=---== - _. \ \ \ .... (--....'.;;'"-.--- c: o o .. o fTJl!i.l!i8" I A 820.21 FT L 73.31 FT 1 i rD -:;c:A' , l,;' ,J I, :'~;'f'l<~ '/ . ltc,Rrr-+ ~.,., S 84'0'22- E 32.as F'T ::! C!i f ~ 10 CD tJ a: '.:- Ie lJ'&I'~. ~ ~~~2~l~T L 311.80 FT ~ ;J; 10 ..., a: I;; :;: a ~ f !!l ;J; ;tj Ie 20'&1'08" ~r + 1'4' T "7.72 rT CD A 830.78 rr ~ ~ L 232,e. FT I I I / I o..~ ~i'J'i' ; 10 32 X I 0 ",c,. t\' :>:'{."" '~J\i:" l .." c. o - o .. o z <( . :I:I- I-ffi ~~: LUU -'0 Uo en .... . 36.68 F'T I 1 820,21 F'T 73,31 FT tl \ j i tiJ i ~ )'; --1'"('1 :',<, ! \,:'~,> ~'-r: /. ~',;~j:r' ,..: BEGINNING OF PROJECT P.O.l. STAt 624+66.38, SAK. = P.O.L STA. 0+00.00. tHO. M.P. 11.83 / I I I ~ oJ .., :;: ~ .n '" + ~ l1l " ;; "" ~ '" ~ + Ie 20'5,'08' OJ ~ <D T 117.12 rT <.l R 630.76 F'T 0: L 232.84 FT Ie 14' 33' 30' T 04,e4 rT R 7'0.00 rr L 18a.00 rT o I I ~-~--;-- III / / ...Lllll. .. .~ ~.:,._~ ~~~ ',\.:/ 10 'M'':''_ _" 'II~~~DJ r . Iut~~~,___ - -~~ ,- Z <( . :I:I- I-ffi ~~, LUU -'0 Uo (J)W; [l :z:1 -'I- enu.. -0 LU> ::EI- ;2::; u..<( ~a :I:LU I-:z: ZI- ;:0 Z 1-, LU LU, ::E :::>, :::>0. Uen 0- Ot: w W~ :I:U 1-- ~b Z W(/) u- i=i!: o Z ',r" I , I o o User Name: Aubrey Palmer. Jefferson Count Project: c: \X01244 \FINAL UPPER HOH RO DE .. ( -, /0.)(:,,< (.,\S,L1:/,-E:" o o /1 </)".., [' r ~ '~,r',: I"',~ ,. f"'/'1. 8.5 -I"~,"::,,.. .)~!.,~~ /.lr.~.-.;," i -':-I:/\t~) #',', ~;, Date: 07-22-96 Time: 11:50:25 Page: 1 ',0' ':,1.-';:~.::." 1/ 'r'.A.; t;:-,-:...., lIS "''', [ , .' :: :L E.. /,'- /,//! ; '"::,""-:" /,,~~-(,_\ ."\ ':-0 I. __I [.;~: -' ...-:-_~' ! ~~ ,:.::::> ./)J".. "~~{~ulai:l~rea b~-"~'P~::n~;: ('\ 1 .:.'}(-.) f Beginning Point 9814.2111 ~l063.0145 420 Northing Eas~ing Node It- N 100 23' 45" E Oelta Angle 669.764 Arc Length Radial Dir. In Radius Radius Pt North Radius Pt East Rad Tangent Chord Direction 110 24' SO"CCW 133.422 Chord Length Middle Ordinate 10472.9810 11183.8722 830 ... 66.93 S 850 18' 40'1 E External D.O.C. Arc 133.202 3.320 3.3':Hi 3210 44' 46t! Radial Dir. Out Radius P. T. North P. T. East Node .. Radial Dir. In S 010 01' 05" E 669.764 9803.3229 11195.7707415 N 130 18' 3B" E Delta Angle 128.060 Arc Length Radius Radius PC North Radius Pt East Rad 10511. 8250 11363.3917 n/a Tangent Chord Direction 050 51' Ol"CCW 74.339 Chord Length Middle Ordinate 37.20 S 790 36' 52" E External D.O.C. Arc 74.307 0.949 0.%0 3140 lB' 21l' Radial Dir. Out RlldiufJ P.T. North P.T. East Node U S 07. 27' 37" W 72B.060 97A9,~1276 11268.8600417 S 470 25' 59" E Doltn Angle 873.034 Arc L,mgth Radial Oil', In RAdius Rl1diufl Pc North RadiuB Pt East Rad 9199,3623 11911.8387 nlll Tangent Chord Direction 020 09' 03"CCW 32,'17,1 Chord Len!lth Middle Ordinate 16.39 S olIO 2!)I 29" W Externnl D.O,e. Arc N 49ft 35' DOl" W 8'll,034 32,773 0.154 0.15" 3<12- 18' 53" RI'lllial Pir. Out RndiuB r,T. North P,T, East Node" 11:1:"7.1479 0118 P,ldidl Oh', In 976&.37:12 IlAdiuu RRdiu" Pt North N' 07" Jfi I 17" ~ Onlt.l Angln 15<1.94:1: Arc t.(lngth (--'-0 -" Rnd t us Pt Rant Al'ld II 10513,6812 11347.0G70 n/l'l TmllJont Chord Oirect!on {, ." lilIalllilllilrd ~......~...... ~ - E)~ .,', ,.ii: '~_~1d..d '" ';:, {~'.W~~'~<,::T:~:':;',X :,', ;' ,:, . .,; :,'t!;\;<i.~~~~};:~Ji;,~~:.;' ~'(',\:~(lL" :~l:: . ':l ",' J,..'.':-.",,:':,>',:',:,; :~>,:,-_:':/-;':i:"-<: ~J!." illL '" \ , ~. J ~' ~]. """ I III o o ............~ 32 X I 0 .II!iIIIft1.1f1l1IM1__ r - Z <( . :I:I- I-ffi a: ::E; <( :::>( ~u, uO en Of enLU LU:I: -'I- en u.; -0, LU ' ::E~ ;2::; u..<( ~a' :I:LU I-:I: ZI- ~~, LU LU1 ~5\ Uen 0-: 01- LU ~i :I:U, I- i=r ~O z, wen U-' i= ~I ~ ': ;,..,. I , l ,0 o ..... :- _., {C,:' .0 ~~, .~~ r o o .. c' User Name: Aubrey Palmer. Jefferson Count Project.: C:\X01244\FINAL UPPER nOR RD DE (} ,. , , Date: 07-22-96 Time: 11:50:25 I Page: 2 I Calculate Area by Points Chord Length Middle Ordinate D.O.C. Arc 140 29' 47" cw 190.499 6.033 Radial Dir. OUt Radius S 220 06' 04" W 754.942 Square Feet: 3102.9273 Perimeter: 431.544 Feet 191. DaB External 96.02 N 75" 08' 49"W 6.081 3250.41' 2111 P.T. North P.T. East Node ## 9814.2117 11063.0145 420 ) ,''\~! ' (".::? Z 'f -:\ ('~/~-:- A,..;_,,~.f~:. S () , r:.&:{' c-. c') ::-1\ (.... [: 0;:-" .)...-..,e;::: I....,) C'r.,"1'" t.. I'C' E ,/./ < .:. '~~= ~,.:~;:~~~~~..:~: : .",":~~.,: 1;~y~l~i~~,,~~f,:~'t1~}f;::Y~~:~\~ lD. '1 .-~~' ,,;. '~.;':!'.~, ~ ;.i,;.o.,.,} W."- - I o o ., "32Xlo ~.: iiiil.illlllll'" ..."" ." - o ,- o .. o Z <( . :I:I- I-ffi ~~, LUU -'0 Uo ~~i ..JI- en u.. -0 ~~ <(- a:-' u..<( ~a :I:LU I-:I: ZI- ;:0 ZI- LU LU1 ~5\ Uen 0- ot: LU LU' :I:U 1-- ~b Z wen u- i= i=: o Z i.).':n- rD ,:::,..~..,l).r- r1c-'e;.nt ;., P~Y/. ( I c 14' 33' 39" T 94.54 FT R 740.00 FT 188.06 FT .r' P.1. 627+34.29 /' 60.00 RT /' o ( P.O.C. STA 628+82.54 FT 14.00 LT P.O.C. STA 628+73.85 FT 0.00 LT P.O.C. STA 628+65,51 FT 14.00 RT STA 4+23.26, 30.00 RT I c02' 09' 03" T 16.39 FT R 673.03 FT L 32.77 FT I c 04' 47' 05" T 27.98 FT R 669.76 F"T / L 55.93 FT V' o C'" 0 -~"~'-- - c "',:-."'0,"'/:,','/<' . "~"i~,'t~II'Q; I','",.:'" ~~ JlUIlll I .. 10 - ""f'P........-__. 32 X 10 ~:i1. 11- - _,0, f:> '.. '1 ;'i.J \?> 1 ~IL .L JiIIIl II1l111I '1i1IIII~ .-....... ,- z <(' :I:I- I-ffi ~~j ~ u~ uO Cl en LU\' [l:I: -'I- en u.. -0 ~~ ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 ZI- WW1 ~~\ Uen 0- Clt: WWi :I:U 1-- ~b Z wen u- i= ~! o .', Z .r" I r I o o .. 41.334 ) C:jl (;"':Z:~ F'-l' ~'r,':./ /1 ' , ~- f,;-" ',: ~~p , User Name: Aubrey Palmer, Jefferson Count Project: C:\X01244\FINAL UPPER HOH RD DE Radial 01 r. In S 060 02' 20" E Delta Angle " 't'. ....,..:('\;).1 f-~ ,~, 't'; ') I :~ F:::'.!..- / \('1, ~:',.- ".) ~.~ (\ I ~l~) ~l Calculate Area by Points..... -" - I t:.::' ,.;..::::;;:: ...,- i "-l' Northing Easting Node #I 10003.2996 9986.6655 401 I o o .. .,J.':",i.:j".) I j'C 1,0 r r <-;.-Rc-l?e (! \, .I,D/Ii ;." 7' I ! I.,'I.'E !'i E.:5. /22 -;.::e "i ~ ~ , ,'. l:'. .....':::.c..-'1...~ Date: 07-17-96 Time: 15:55:22 Page: 1 /,' ~~. I,' .f-,.... j ".:'J~j~., ! .--: Beginning Point Direction Distance Northing Basting Node ## 10009.0799 10027.5931 402 Radius Radius Pt North Radius Pt East Rad ## 8695.7800 10213.0743403 Tangent Chord Oirection 1326.333 Arc Length 320.202 Radial Oil'. Out:. 13" 51' 58" CW 320,985 Chord Length Middl~ Ordinate 9.698 Radius NOS" 49' 38" E 1326,333 161.2B N 880 53' 39" E External D.O,C. Arc 9.770 P.T. North 2750 03 I 29" P.T. East Node ff 10015.2596 10347.7354 404 Direction Distance Northing Eastiog Node n 10011,9240 10380.4189 405 , ' .:~:"'-.r.~ N Bl" 57' 40" E: S 84" 10' 22" E Radial Oil'. In NOS" '19' 38" E Ol'!'lta Angle 32,853 Radius RRdiu8 Pt North Radius Pt East Rad 10B13.~663 10462.2723 406 Tangent Chord Direction OS" 07' 17"CCW 72,061 Chord Length Middlo Ordinate 806,208 Arc Length s 00. 42' 21" W 72.037 0.005 Rndinl Oil', Oue Radius B06,209 36,05 S 06. 44' 00" E External D.O.C. ^rc 0,806 21" 10 I 02" P.T, Norch P,'}', East Node It 10007.0192 10452.3393 401 92,24li s (ll)" 17' 39" F.: Direction Dintnnce Northing Eanting Node It 10006, GB27 10544.5783 408 RMUo'll Dh', tn s 00'" 4.1' 21" W O~lt... ^nglo Radius Rl\dhlP Pt North Rlldiud Pc Rant Rnd 9)6:2,\.1698 10G36.5::135409 Tnngont: Chord Direct.ton (ifi.l.762 Arc LI'Jnath :;1:0. !:il' on" cw ~J7.9JO ]~0.30 S 70. G:iI' 05" I~ ;.Ir-tr: N. :"...'.5 I i~ :'. 1.;!:J" T/..,....:~.r~.....i- 1/. (.'> f'J' r~:. l,,',:~ '..'! r ;:.::,' (.:l...';-...\}f ,; (. y I~(~ : ",I./,...f .11, '-: 'I r :..,", ,~'/:'~'. :....,'. ;",A\ ,/ ( 7. ~::..; {:',{ ,".~;, ~L /t, r',>' 'r.i,,: f', t" '''.''-'1, .,....,..' -::.!:\'. "}"/'o",,:,/' ,'I'. 1'"" ~'~ (~, .. ~' , ,~ C~'o-- J ..".....,. '~, "";--,'{(;l'ff.1:"::":: """. _ 9 ~ 'iii', 'L'eJ~~'i;"~(.... )'i"",~ ...J.~~'~ . -K' 51...... ("l's""" <.. w. 9';', '.!.DeCr: v; ~ (i', (., ,.~I,>i-% :'.i.:.l" , /';, DO' L.:. }...i/; 1':4'.. ,:-'",,: (.,1 / ,--::'",5"c..',.~ 1'1.1'''' I..T " 'I'r' ( f~':::, ',,' I '." ,r;.,o;,', -) /~/ /'0' .2..-[" ..1...1-' - II '.; ( ;,\ t:)... ." /'/,,,1:>' /.:r. :" .~. i ,,~, -;!I /~/,ODI [I': J!lf'.'Jr:;; :";'".\:'.\,^ ".... ~.~,' ';2" .. :'if fI r \ 1 I I I , i ,'I ~i'< y: · 10 ~.di." ~.i' I o o 32x I 0 ,.- Z <( . :I:I- I-ffi ~~, LU U' -'0 Uc C/l LUI' [l:I: -'I- enu.. -0 LU> ::EI- ;2::; u.<( ~a :I:LU I-:I: ZI- ;:0 Z 1-, LU Ul, ~ s.i Uen O- Ct: LULU :I:u 1-- 1-' ~o Z WC/l u- i=F o Z .r' , , ,0 o v o o .. c User Name: Aubrey Palmer, Jefferson Count. project: C:\X01244\FINAL UPPER HOH RD DE Calculate Area by Points c Date: 07-17-96 Time: 15:55:22 Page: 2 Chord Length Middle Ordinate 236.619 Radial Dir. Out N 21" 33' 29" E Ext.ernal D.D.C. Arc i'" ,I.)'~',,'" \~. :!J,..\--, 10.794 Radius 10.975 263" II' 19" P.T. North P.T. East Node It 653.762 9960.9984 1'''. E:. Yl:: -r~ '.l~IU .',' 10776.7457 410 Direction Distance Northing Easting Node It 220. S80 9879.8368 1-1, r- Vi '-i,',"'.': J / -:'!:.-: '~;,--~-I 1_\ (:.r r:-"I_,--r S 68" 26' 31" E Radial Oir. In S 21" 33' 29" W 814.000 Delta Angle Arc Length 03" U' OS" CW 4.5.244 Chord Lengch Middle Ordinate 45.238 0.314 Radial Oir. Out Rndiuo N 24" 44' 34" E Direction Distance S 65" 15t 26" E 17.278 985<1.8t98 1103).4619 414 Rndiu8 Radius Pt North RadiufJ [It EAst Rnd II Rlldinl Dir.. In N 240 '14' 3411 E 726.000 Doltel ^"glc Arc Langth 140 33' 39"CCW 1801.501 Chord Length Mlddlo Ordinllto 184.00S 5.853 RalJial Dl r.. Out rt.ldiun S 100 10' 5!)" W 10982.1745 411 Radius Radius Pt North Radius pt East Rad It . _ ---- ~ --- _ _ .-- - --- --- -- ---._- - ~.- - ..- , . 9122.7802 10683.0737 412 .;:. \Y" /': ..______~::~::~ ~~::~.~~:::~~:: nUn l f"r ,,~ j"t..." ~-. ' , it; 'r [,' , " 'r:';' ~.\ (' .;...,~. r' /' \ \ -_...---------- ---.--..------. \ 0.314 1220 07' 20" ) P.T. North P.T. East Node II 22.63 S 660 50' 58" E External D.O.C. Arc 8101 . 000 9862.0514 11023.7701 413 ::__ ", f." / Northing Easting Node If u.'t_)~ ,"" 'i:r.I/,,~.' '::':1"11 -..-;,:. \ I',I'.~', "," 10514.1698 11343.3262 nln ::"l;'C I '/ Tangent Chord Direction -.-..,.--------- .....--..-------. 92,75 n 720 32' 15" E -----..~:~~:;~; ---;;;:~;;;-;~: f P.T. North r.T, El\at Nod". ",.../ .f.)f"; ,I ~~ -:)''''1,/'{ I?"l)-"'~UJ' Diroction P1Rtnncl) Northing [I,ITIl1tinq Nod(l 726.000 !)7!l9,6036 112101.9866 "In I ' ~', i i '-,f> /tl. (\D {-<~/S J ',-, ,"",r" /1;/,,':'1:.>' L.T ~~ ~',,,' ';'>, -r' .;,,~, .:J?, l,t Itl, "0' L': ,- ,', :,..;-, I'/./':'(' 1.1. \',' ',', ~. jt ':'. L;>o"r-..'1 ~' " 1 I'/'~'" I. T RadiAl Dir. tn R 79- 49' 05" r. 501,71G 9'/89.9276 1t26B,RliOO 417 /) r:':"i~,r J,l/\~{e~c.. 1~,:)l'~';~-8,^,!>I,J ;,,1'\\ '-;)\1'\(\ I' ,'''' II , ,"l,"I.. I ~',~,-, a 4". 2G' [ifl" r. n7.l.nH 9199,:16:13 11911.0]07 nln R"tHutJ RAdius t't North Radius rt RAst Rnd I , "":::~'t~,:.,., ", ' " . ...... I 0 ~~L:.::~~~;;;;;.&:-~~~u "",~ , 1'1 !', y, I." c~~ .Ill ItIIIU'c. . ~........ -. ~......... -""'~ ~. o<~ . ,.~ -. I. : ." :~ 1',:,,,.....'.'\'1 r " , I,~ ,. 'I ",,' L f~': , ,11.1 .., J,t;' , ( ,. ~,~ '~l {>;..-' rl P, ~ i l i i ,I; .' --~ I o o , I I ......L~2.dJI ,- User Name: Aubrey Palmer, Jefferson Count Project: C:\X01244\FINAL UPPER HOH RD DE Z <( . :I:~ I-LU ~~1 LU u' -'0 Uo ~~l' ~I- en u..' -0 :E~ ;2::; u..<( ~a :I: ' I-~ ZI- ;:0 Z 1-, LU LU1 ~ 1~h U en. 0- Ot: WW: :I:U 1-- ~b Z Wen, U:i:j 5hl Z - o o .. ( . Date: Q7wl. 7-96 Time: 15:55:22 Page: 3 Calculat.e Area by Points Delta Angle Arc Length Tangent Chord Direction 020 09' 03 "CCW 32.774 Chord Length Middle Ordinate 32.773 0.154 Radial O!r. OUt Radius N 490 35' 02" W 01 rection Distance N 790 49' 05" W , \ __m__~~:::~~~ ~.:~:~~~::~~~:: ~ V-,KJF.f AC'~j(,- /<J~.~:WI 'MoJr.. ~~?ff. (;;,,^J~) .___~__.__..... __..__...._____ _____. \ r"o'!:- .rr:" LE.y'-;.rr~\(~- -<.::-:o....:~) A.'l- .I'\~:;1A\ 0.154 342018' 53" ) F'i~~:\~[., '-~~\G P.T. North P.T. East Node t# / 873.034 9765.3792 11247.1479418 .:.. S. "-/.J.J~ E..\'.I,,:;;,r: P/'JJ (;~ D,'C.. ~" -;2.l:~-+ S.51) /,(/. /~. Ki. Northing 37.705 9772.0446 Easting Node ..-.. ~ ~ ~~ - ~ ---- 11210.0368419 = 5, /-r"c:.. I!.y,~r r::.Jv.,' /'r-~r; (c2&.;-1? B/J :, Ttt. .rn,..~..6di/-./ r I (I, DO f RT: Delta Angle Radius Radius Pt North Radius Pt East Rad "........ .~-~~:.~~:.~~:.~ _m____~~::~~~ -----~~~~::~~~; -----~~;:;:;~;~ ~~:--;: Q). [l ?",,,,r (C~"'R "r. Arc Length Tangent Chord Direction ",/ l ~~:-;~:.~;:-~~_. _HUH_~;~~:~~ .n.__H_.;~~;; ~-~;:-;;:.~~:.~ un--".\J .5 ~C!:'. Chord Length Middle Ordinate Extornal C.O.C. Arc Radial D!r. In 191.101 Rndial Dir. Out S 2010 0101' 34" W Direction Distanco N 650 15' 2611 W 17.278 '936.6219 11012.0509 422 =- :., ,. '~..1 f.' r-":~T.. !iT!I. TAJ,IGc^fr" /,/, to' '-<'r.' 6.079 Radius 6.129 P.T. North '-'~) (.;..,J"r:t".'E:.'". "DA'"TI'. 754.000 9929.3903 I 225' 33' 10" ! P.T. East Node II / ------.-------. --.-.:/ 11027.7426421 :'. /JfJEf' -;"?c,.. ~2((. +,39. "'15) ;'1. ~c.' '1".'1 Northing r!)~t,;>T, r~/ll'/';" Eaotina' Node ':;~.I\J../ (;r . Nr; ( ..-r\ [<<{;~ 'J_ .. . S :;1140 44' 3'1" W Deltn Anglo 796.000 Arc Langth Rndiud Radius Pt North Radius Pt Eant Rad It... Radial D!r. In :.,-- 10 030 11' 05"CCW , 43. 6ae Chord Lnngth Middlo OrdinAto 9122.7802 10683.0731 412 ;: Tnngent Chord Direction '(;.').)., '-;::';b,',' r ;/'c. 'f,;: \u:::, "f/'~.t') ;' ( (" II !:.~!. (' t,,'i'i.:'.Vr;:. -i)~'i';'\ 21.85 N fili" 50' 58" W ExternAl D.O,e. Arc ................... ....... ..~........ . ~~.. ~..... .~.. 4J ,(i82 0.304 0.3001 Radi...l Dir. OUt RAdiuD P.T. Nort.h .................... ....~.. ............. ............~.. ...~ ...... N ,,, 33' ::19" ~ 78ti .000 905J.1!1!iG n1roction Distance Northin!) o " N 6n- ::16' 31" W ;1::10.080 !J!>JoI.9511 , l .. '. r.'I,~ii1l\ ..,~":'~)~:;i~,"::',:;(.;:;,..,,."',' ."'''p, 10 -':-;- _w-'" .~~.it!!,~~J;'~~q'; '~' . ' 2l2:1'~~~__=~J..Ul 1220 07' 20" ) P.T. EIIQt Node It ,/ _______.______. _..__t 10971,8860 423 ;;;. ::, /," IF_ ,. }"! (.' )'11 /f.'. ,'. ,:1 .r_~:~. ~P,-?,. !,,,~) I'IM' ":,,;'-j, Ruting Node 't 1071S1i,457::1 424 ;: Ii, I.",t:: 1:,y::.T ':</\.1.' (;':'1.'; lin! 1"11'.'(1 t:.'-'1.... i;J..: .J.. !::'/, \ l'l.CI"'rl, IC'--O.-'--= L.... .-:. ~~ --.... .....dl:.w.....il . ~~ II :2:L tdd _~_lIl1iulliliaMll ""!" :~..,:' ~~ r I () o '/...",....32xJO .;."'\....Ii__w~ o - o .. c c User Name: Aubrey Palmer, Jefferson Count Project.: C:\X01244\FINAL UPPER HOH RD DE Date: 07-17-96 Time: 15:55:22 Page; 4 Z <(. :I:I- I-ffi ~~\ LUU -'0 Uc en w: [l :I: I -'I- enu.. -0 ~~ ;2::; u..<( ~a :I:LU I-:I: ZI- ;:0 ZI- LU LU1 ~ ~h Uen O- Ct: WWi :I:U 1-- ~b Z Wen !d ;E, bh\ Z Calculate Area by Point.s Radial Dir. In Radius Radius Pt North Radius Pt East Rad ## S 21'" 33' 29" W Oelta Angle 625.762 Arc Length --.---;;~~~:::: :~~:~~~~::::~~: :~;_.~" M. "YC' ,I, ((~Jr<"~ di3) ---------:~~~~: ~-~~:-;~~-~;:-~ ........( 3:~~~- c,,-~'r~~;\.I:: External D.O.C. Arc \ --.-.---------- --------------- ------ / 20'" 51' OS"CCW 227.740 Chord Length Middle Ordinate 2630 11' 19" 226.485 10. :.132 10.505 Radial Cir. Out Radi us P.T. North -.--.----------- --------------- --------------- N DO" '2' 21" E 625.762 9978.6848 Direction Distance Northing / P.T. East Nof.le;/n 105404.2333425.-: ~. /'11)1': FJ1;':j" f", 'J,;? I.....;:::.!', ::.9) >.i, rfiy x.-r - Easting Node If n.24G 10451.99401 "26 S. Lj."C I.;.T 'w~ r~ ''''//''~ '. _Ii T. ;' .'~~ -(7. ,\":,1 J P (<.::,.-\ -(- :3;~ ' /JI.fJr,1 R_.C 9979.8213 t'J 890 17' 39" W Radial Dir. In Radius Radius Pt North Radius pt East Rad If .~-~~:.~;:.~~:.~ UH___.~~~~~~~ --._-~~;~;.~~~~ U~__~~~~;-~~~~ ~~~~:~?/I 'I, --;>t'1/1'" .~(..".. ....l.,E~.."") . . ..., ,~ ' Delta Angle Arc Length Tangent Chord Direction ~._............. .._~_~...._..._ ..._..........w _..w..._.____... _._~. 05007' 17" CW 74.564 31.31 N 960 44' 00" W C".:' )\~.: r', '~..:" ,;. Chord Length Middle Ordinate External D.O.C. Arc , 74.539 0.833 Radin! Dir. Out Rndiu8 ~_._;~:_~~:-~;: UUU)' P.T. East Nodo " _.__.._-~.~~~... ~-..-. bIt'? ,0.. :~''-f;. ";'?~ /1./, ,(>D' ':'C'r- 0.834 P.T. North S Oso 0\9' 3B" W 8J4.20B 10377.5761427 =-;::;: I ,111<;'; r~ '.'/ :~. .:r': ''';''.'.1 ( I~(~, 9984.0687 Diroction nistance Eastins Nodo II Northing :r" uw__~~;::~~~;~ :~~..:..~. L I/H';" r', .'I;;..T' -r:.t:-:'( T< 7: (r.1C) ,J.. '2:',~.8r~~~) F~ I,J-e> 'I11:.\.:.~.lr.;:,JT I'I,CO' "t"C N 8010 10' 22" W 32.853 0087.4043 o RadiAl Dir. In RAdius Radius Pt. North RndlulJ pt Eut Rlld II -~.~~:.~;:-;;:-~ ---..-.~;;;:;;; --.--.;~;~:~;~~ ----.;~;;;:~~:; :~;-~:: ";Ii~, ~"Ol,,'r- ('~"""E ..n.~~~~~~~~~~~ _u~.~~~.~:I~~~~ _......n~:~~::~ ~I~:~~.~~:::~~~: ....u~ \ - ( .. r~ 1":":' IJ:'" 13' 51' SO"CCW 31.1.208 151.88 S 98' 531 3!)" W ("~ ~ c...u~,\<__ Chord Longth Middla Ordinllt" Externnl D.C.C. Are __...___.;~;:.;:; .......__.;::;~ .__.....__;:;~; _~~;:.~;:.;;; _m__ ) Rndinl Oit'. Out Rndiuo P.T. North I).T. Ent Nodo ~.... ~ _.............. ~.... .. _....... w........ _.. _..... _ .... '.... ~............... _ _. . _....:'. ""I) o '-. ~:, LI,'r r.:'/I:~r, i"::/J f ('1:' r.., ~~ I hi" ,A..'f,"'l, :;, K' ') III.IM' K~" ~.' 120B. J3J 0981.3551 10031.5080 42:9 .,:' N 00- 02' :10" W 01 rnClt ion Diatl'lnco Northing EI1Rting Nodo II '(7.....-:-- =-.;~,:~~~ .--:: ~"~ ~,i, - . ::l~~i j)X~)';,~,:: >:, ,_., ,::;;.i\s.(:::,;:.i~7/j:"~::',:,::'?l'\,:':;-:'.,:".:....':::<: "i::.:~2~'';'':'-:' \""""'" "",.' I '1\:"'<",,> "'" D. ' .~~~~~~1L'"':' ~""""'1IIlIil. ..-- ~'..,r'i' '~'.;.",.,..;';';"i.<c I (!) o I I 'I 32 X 101 ~ '"~;~;..:In"""""'""'~ v- ,,- Z <( . :I:I- I-ffi ~~, LU U' -'0 Uo IJl LUI' [l:I: -' 1-' C/lu..' -0 ~~ ;2::; u.<( ~a :I:LU I-:I: ZI- ;:0 ZI- LU LU' ::E:::>ol :::>' Uen 0- ot: LULU Xu 1-- ~b Z Wen u- i=~ o Z .r" I ; I o o ,(-- Ji...Li - o o .. c c' User Name: Aubrey Palmer, Jefferson Count project.: C:\X01244\F!NAL UPPER HOH RD DE Date: 01-17-96 Time: 15:55:22 Page: 5 Calculate Area by Points - - ~ - - - - -- - - - -- - - ~-- - - - - - - - - - - - - - - - - - - - - - - _.- - - - -- - - - .". - - - -- -- . - - - - -- S 81" 57' 40" W 49.367 9974.5912 9983.6173 430 ~~ I~;: -T?,""4t-..r.- 5 f!.},,:::r: -r?/r.'..,L,,.JE. ~/""rt:~?.5l!~1 VI, L.I"c:. ,t-J, r, ~. l;t'l- ::'Tj>. tn!5~-'5CJr '11) flj,l>O' 'P./. Direction Dist.ance Northing East.ing Node # N 06" 03' 39" E 28.870 10003.2996 9986.6655 401 VI. UN~ //.1::.::;, 11--2./ ~ ::7A. 'bf5.,,"rt-..9~, !l>'),()D't_Y:' Square Feet: 36693.3709 Perimet.er: 2682.839 Feet _ /, {" () 3, :~: ? ,-., 9:fl-; ~(3:; /,D,~ (). 8'/ .2 'I /1 C('::,S,::O oF' !',-'YI::O'TI^"(~ US~l G,c -K/,~.! SA L)s."i6C ,J. C'f:;:-: ,,1(; [' 52,. ?P, / \ /'("':;". .. " . ,\) ,..! -....::::'<>.7' !- , fO(>' /f' t ~,':;' -:; 1"0"" c.,.,. "',""", =,,,,-r, [-';",\7:... /?~~::"()G.. -:;;1.'-Kt,.li1\1} 1/('0/_. ':;~l \ ';'/ 198 I ~!'!-I.'ICD /.J"t), It I 1'=7'8.::". I /I(:..,;~::e. 5 "", /"1'/ ,.r-- I '- / ') !. "i .'':'''/ ....) , /"(C" "?r'",.,'r"';'.,"'r' /'i (:~.;'<~:~: .5 / \ '~:' ,'; CA ..' /~. r"J..!\ ~.: .::; i. "i'i /t, c.:.rr'~r.:".::'; o _ .'.,,'.,...' ......... -"-H~ .o-~~J. ~'.. ~;;..:--:: ',~:pj ~:>;i~~i..J~.~_~~;.'''~ .~~ ::': ~ t'.:' ~ ,; -:- 'r"': -~ . 1\' l 10 ; ~~= L~=~': I o o 32X 10 .~"Ill' lIIi!I.lIdIIIIlII8Il~ ,- Z <( . :I:I- I-ffi a: ::E. <( :::>, [jg o en UJI' [l:I: -' 1-' enu.. ~o ::E>- ;25 u..<( ~a :I:LU I-:I: ZI- -0 !zl- wW1 ~5; Uen o- ct: LULU :I:u 1-- ~b Z wen u- i=~ o Z "'j, ,r" -- ~- ~1;~... ~-:..cr.~..;'.'~.~~.!.' ;,:-<J:1..!.-- j't .I"t~' 'I', r: o o c--;- -.---- __~.Il1 Lll ........ BEGINNING OF PROJECT P.O.L. STA. 615+63.43 M.P. 11.66 Ie lJ'e,'&8- T 1~g.&8 FT R 1312.33 'T L 317.80 FT \ \ -- ~ ....[ "MIl '....... ~.~.Jli JIIi'i.___- III -- o o S 6...'0'22. E 32,~ FT I I ~ ~ ! '" cJ a: 404 405 --' -:3lIll o EX 15 T I ['\1 G t(~ /v., 28' p.., \/ E: \/..( ~ [) '-f- H IIC 0000711 T 31S.1158 n R 820.:Z1 " L 73.31 F'T <!i f;j ~ I-' a: 407 3lIr i 10 A! 0' ?"'7'!1\ ", '~;":~: ' I ~ ~ I~ L,::I;;ii\L '. 18 N 10 ,., a: NOT To GCA;...r:: I;; ~ I ~ 5 89' "39" E 92.25 FT 5 88'28'31' E 109.25 FT ~ + Iii cJ a: 10 20'~1108. T 117.72 rT R 039.78 rT L 232.84 P'T / ,',. '""h t .' "'" 10 .__......c .... db.LllW 32X I 0 r- ,- z <( . :I:I- I-ffi ~~: LUU -'0 ~O E.- v i C. "1'. 1 1\ " _' . 2):;;: h II e O!S"07' 1~' T 3&,158 F1 R 820.21 F'T 1. 73.31 f'T C!i 1:l ~ <D '" a: S 8917'39" E: 92.2!S f"T M ..07 :m- __ =- !.2. - ~ ~ \;1 :;: ~ g j; g ~ 1D Ii! a! ii ~ ~ tJ a: I t (:-;-...._~ - - o o .. o :, I " ~ ~'i Dr To .5 C/~ ~.~ BEGINNING OF PROJECT P.O.L. STA. 624+66.38. BAK. = P.O.L STA. 0+00.00, tHO. M.P. 11.83 / I I I S 88'28'3'. E IOQ,2~ FT I G 20' ~H' 015" T 117.72 rT R 839,78 F'T L 232,84 rT Ie 1.'33'30" T Q4.&4 rT R 7<0.00 FT L 1 BB,oe rT ~) / P:.:;'.:!~"~:~1.$'_~Jl1""H~: 'i /".{I,.,' 17: . 4'7 ~- ....- -~ "/~,~:'P. "~/.!>r. Bf.).I;.:.&,~8t'7!,f:;~ / / p.!1..."'. ~r 8f.".~.';'L../ "I."'", 'Rr '1 '" ,; 5 10'40'0&" / 40,04 FT A. O?,.09't;3"-';e'e"P r.;,,..,. Al' 'r Tr It" ;1'1' c:~',i~ ~~"''''('' :;,:~.,~.:';I R~~,~,~~ P.r'f!"1 ?;Jr: # '11'/ l.~ :l~.. '11' '1'/'0 ?'D,C., 'p,.I-r:' .,r .I)/,{: r: _ ,.---.. E)C'i) ':';t,' " I 10 , "j ~,,; ..:..........:......' - - o 32 X 10 o ,- o .. '''~'IIl-'' z <( . :I:I- I-ffi ~~, ~a uO en 0, en LU, LU :I:l -'I- C/lu.. -0 ~~ <(- a:-' u..<( C/l:::> _0 :I:LU I-:I: ZI- ;::0 ZI- LU LU ::E :::>' :::>0', Uen 0- Ot: LULU :I:U 1-- ~b Z wVJ u- i= ~, o Z @)_Be.BAD'I1:.tpa7~" IJ mWB7 .OQ !l~a . SECTION 3'0": T. 27 ,.N~,. ~:-)~'LW. W.M. i JEFFERSON COUNTY, ::..W4$8/fV(iTO'/Y....., Jp~~::' ...~j ;::l.';'(... SCALE IInt:h 200'..' ,.>.. ..W . :::., . : . . _., i!i~.i.~;. : ~1~.'{~ "~i . ; . . . ~. . . J '~, f;...~j1; \"'~-U.,." .\f.:..}:::'~.:.\:. .: . . ,,:,: ~::.' . ,:':~';l': :.t.~l...i~i../' ',,:~.;:.:;..:.~. i. ' ,'..;' '.;-:.,::.:;. ~'~,";l~\;:.:., ~ 1.'~': ...~....e-""-I""'c..,.' , '.... t'l"'l.....I...;._~,O:=:.14~...'.~..(,'~ -:. }~,~t;':'~;..::~:..:: ,: .1/.-....'.......- ~~~~~ia;~;...~6~">{. . .. .~~~ :',~e\:-:r.~~:~..~?:'.~/~'>> r "'t .,1..., ..' "J /I " ,,,, 69" oIe'E'.',' " . .~. '.. ...... ...........~~. . .::t~~~~1~t:~,>~5.~ '. '-.'. . '.'. :::;)',':.::.';';f~~" =c;(.C..'...\._._- . ,;: .~~~;~V;:: fff:.rfl7~ ,__.A......'.......:.:r.~'" .,~~~!...Illl.-:., :''1'iOo'V./e'"~''''' .' .'. ::1.: :J"..~.i/~...\t,~':~'rr:. _ __.. .... '" , ....~ oC 51 . . .' ., , '.' ""'''.., ., '~. .... , .' ...._-,..X.,~~'!!. . ,,~ . o. toT.'. . ., '''' ." '4' .... :'. ifj;:~'" "1.::'. .,.:,.,.~.. '. ,..' ,,,;<" Jeo"''-'' f." .' ,~..: .-;.;.~l;;.;;~';:';' 114:~~'" .:; i~..>:J.;i:"'~'j',~.:'::,~: '''/ ..' . :~~:O~~"rf>..OO..\>., .,:~' ::.'. :.- :::'-:",'~>'.~' <-:'~ )!> :~ ,,-/"'.<;::";-:' ..;.,;. .:!. :::~ . h' _.4.....""':~ ., "",' /lOl';" ",u".J't!-'" .. . . . '., .... . ;,..,. ...",.. .::", !:i' '~. :,~"..'t . Le. ..' " .;;;;::~.":':';"",.;..t.? Naz'~e'II"c~ofic', ' "'. :',\'~.'. " :~::; . ';';.:' .,'.. . -. ;" "':'i,r~'i';' " f'~Jlll\" ,"; , ...,...,..,_.. G..~ \\ """I~""CH" ." :..'" ...... ....., " . .... ~ ....(..... ~."""" , . ;..';....... ".- ,',,,',,\.i" '4 :','.'.,". "... ",~,,".."-,'.' ::..., 'lI.:~,::.';'... Q-;t..,:,"'." . ~..H____'" I"~/~ ,..... ,.... '.", ..... . "..., ,,~ \... Iii: f"~\"\"'" ,,::;~.\' ....~.--:-:-'~u...... . '. '. ~ .~;::.',~[;~/"'."-< .::..':.'..-':'L~:~.:.'.. '; . ':. :..-:.!~~,;!..:: II .:~~~:.~.:~. "','f' . . ".' I!; ..... "., Vml~ lit. , . ...-.." ... ~ .....,::.. ,"" ,;....~, '.S',:.!...::-'- .... . . '; . ';'. . .:,.~...;':\,.';'1\'.'.;'e1~~IX!l. '::"('" '. ';;';...M1~ !.;~;:..,.::.::::....~~~ ,'. ~ "~"... .' : 'I .., ,,' ....c:'t: Q'\.o'Io;" :""1'i'~"'''' . . \' 'f.'l'~'~f. "" .,' .~c, . '''J .~~ ...~....~l\I.-w ,., ;1.\....,.&... .". .'." . .N'..... ........:1......... . ..........'..':.....:.l". ~..l;.....;c.""':I'._,- ". '(' ,," ,', "'..';.,_,.___.__..._.._."..[;;;....-.,....-;~'*"-'...(._...."~-~.-~"''''';-~-' ';'{:i--'i..._,.:....-' . ',' i:i:::l::::'.}.'1 '.' :'-1"' :-~ ._~-~:.~):~~ ii ~))\il;;:}~\ ..<... :; ". )/:~:.:.\ .':~>~.~i :;"'~ t~":::~~-?A "'-~ ;.: ~::'.:: '~..'." ...., ;>l....f\":".'~~.'71:I'Oq-Ct-!.ilt .-.."',;.I;i.!.,..;, .. .;.. .:-..~,~~'., "~ t" '1-',,' .1/"'0' . ....,...'. ;;).;,:,,-,'::.:.,:::.' ,: ~, .o.....~'ri..-:. :.~ ....:1.:..:~; ra: ...."""'......'" '.: :":. .',:.;\;.:;' .' g:'<~.: ~.~\).it t.k,~>.~.' :.,~', ,,' ~... ;.1.. ..."..,: ,,!.~ __ .._".....,_...' . , ' .,.,:,.\:'f. "".. ""'''Olf''" ...n, , .'1 ,~...' ~,." r.~" " ~.~\~:(~.(::. ~p '. ::=."':.~f.-. \:;}i;:'~~.~ ""',' ~/~.~::':;:." .' i~i~'~..;~:,:;;~. : .;: . r~."",,, ~i!l~ . ,'. ,,~,,~,-,,-,,!,.,. . .' "'':'''.'' '.' :'. -.~.. ...,~'..<'.. . I ..i.~.,.;..;., ('- r:~ /'. .. .........- .. '.,'';;~;'':h, . ~',.,..,;.;";'"" .;: ....,.~~:.. ...' ~. i~"l."." '.-' ''"11''' . ,." ,.:II.l>";1rr'l:;'.:;',I.:;J'HH.:;,,'*---'-'- 'j"1~ij~1.;l{I';"~~i,>;t ,9!i:I' ..'~.- w..,;'.......,.;,~"i! ._~--- "..., " ,. ...,~ '"' .'...,:;. ',~",:".~' .'.....~~{. f.'/...:."'.:..-t.:.....::'~.. '.' _~; _ _"'.,." . ':-:''::>~\2'-,. _,~"'" .--~. . ,:',- -~':. ;... . ,~_:..:-g; ...i~~:t~t,:llM';Ii::!I'.: f"':,', .' ":',:-",:~i':!i~:~.:)::....'.'. .', ....;~:..,'~>~.'..~:~;.'.;., . ,"', .,',;1;'., ','~.', .' .,',:r,:'..'.... ", ' ,.,,,...~;' oI::,..~.I':",,, ~,,',: , .....' 2R1U90 '..~'i: ;/(.') . . . ...: .' ..' : . ,',: ..::~.ii~'.... 'I~'! ..\lr. J.:~?'.r. . ..,,,mAL_uwn .,:.,:.:,,' h ,.' ?"~;., ' ~,ruvrtD." IUMIJlW IItJor ' " np. , \1'~"": 6laAJoIlW"*IN';'u.cr/IIIINJt.l4rrD 1M/II(tftt.fIH'JAlln,,,, ,~ ().vIoIc,CAtVJMI ,:'i~~ =~ ~=:t:: :::::: :;',',':, . , ,). ,: ,\", : ..,tJt~/.t:;j 0" ~:~II,"""IWI(~...II" .'," ~, , '~ I , ,:.,:....~ I,!: ~..1.L4', . . ," ,"" , ~~Yl'~ I . 'f,-- ..>:~ ~ ..'. ~~~,'IJ ~. ~ ' ,I " , '- r 0 i' ... 0 l' . .. SHEET I OF 2 l___,.~l:..__.......,r . , .'rI -~~ <.. --..~....",.~~ 0(:) ......JI..BII~~ ..A _.L. I o : ~.- dI1J1.".klll L - II -M1...IJWI&.. -.. .~ .t -J , ,1 '.t: 1 1 ':j ~ , ~.t ~ , 'i , :Q j. 1 I I I I o o l f Jq.. 32Xlo -zr.:~~Jbll. .llktMJ~1I II - - z <( . :I:I- -,=-~~" ':'i.,;;;'~k.':j',~~.;:..;..~::~;.::.;.;..'~.,~~;~",\,",""",~"",-,,;,~_..,. .<_._,__,,_ ~ .. o o o (t5'E'P'T'"'-NAf:"CR'ES-"""7'-'I02.'9"OOO"6~~~A' , UPPER HOH RD - XOI2LfY't\ ':,~ ?l -?1 ? I ~ I :1 'I 'i! I 1 j j j, ~ J . !1 ;1 ~i~ ':ji /J ,~. ':~ [I;' :~ !}~ ' ~/4l ~)~,~: :'l~, i~I~I. iJ'I!. "4~ :;1j~i :I\~I' ;,i:f" 'i ;,~, -~, o "~~~~~~:lD-~~~2x 10 .Il~ --..... ....._ .1:,......,."..,.."1;. ~..:..'1I~[ '~~""'idl -'Ki.....;....il ( J \ f \~ . o fl;l,"r' --:-,,( '0' . J:.~ lL~ 'c:- J:= ...... ..~.....,........ ........""W ~ r .- Z <(. :I:I- I-ffi ~~1 LUU -'0 Uo Ul LU\' [l:I: -'I- en u..' -0 ~~ ;2::; u..<( ~a :I: LU I-:I: ZI- ;:0 Z 1-, ~~.! :::>0. Uen 0- o I-i w~l i= !,11 ~b Z WC/li U ;E, 1= hi ~,l ,T".' I , I 10 o - o o .. ('- ..# '-).--;,\ A?/~.r;L (11 ;10. 7/D2'iOODO f:L1, SF.: fi:CCR E.4 User Name: Aubrey Palmer, Jefferson Count. Project.: C:\X01244\FINAL UPPER HOIi RD DE /;'~ '0""''' Beginning Point Direct-ion Distance N 820 20' 56" E 13.917 S 050 14' 46" W Direc.:tion Distance Direction S 820 20' 56" W Direction N 07" 51' 11" E Distance Distance Square Feetl 436.3135 Perimeterl 90,997 Feet C""- -: '.0' ..- Calculate Area by Points Northing Easting Node 1# 10031.4450 11907.4110 825 Northing Basting Node " 10033.2846 11921.1054 824 Northing Easting Node" 30.776 10002.6371 11918.2914 nla Northing Easting Node II 15.270 10000.6040 11903.1572 o/a Northing Easting Node 1# 31.133 10031.4450 11907.4110 825 r Date: 07-23-96 Time: 11 :46 :44 Page: J. ('"). 0 I 4, C.~~'.E ~', .~. .' It;, ~D ".... .'.'..' ''',' 'i_~{.',::",d> ._ '.. '..,- ..'. .~ J .~. I c:> o ,. o ,- o .. Z < . :I:I- I-~ a: ::iE, < ;:)1 "'u ..Jo Uc en . en'" '" :I:. ..J 1-. en u..' ~o\ ::iE~ ~:::::; u..< ~~ :I:", I-:I: ZI- ;::0 ZI-, wwi ~ i5~ Ucn c- c!::: '" UJ' :I:u I- 1=. !!:c: z wen u-' 1= ~I o , Z 9. STA 10+84.14, 30.00 RT .;,........" , \ STA 10+75.81, 60.00 RT o o A 18. 21 '37" RT T 103:39 FT R 639.76 FT L 205.01 FT -0 (l ~ " ~ ~ .~ U' ~~;;1 ~~~;;t;~:{: ;, '(-'"--0-"--- '. / STA 11+11.69 FT 30.00 L T 000 Ll 8<>.3' STA ,\,+04.82 f . '56" W 12..... S 82.20 STA 10+97.95 FT 30.00 R STA 10+91.08, 60.00 RT ;JtRrH I'?i'f-:'--./. I-.IDT -m c. t' ,II J-C 1-111\ '^J!-:- E/I~:E -"-( EI.I'T' ..0, (""\/ /-/ ~^'.':':,~',::": .... Illlll!ll. .,~,~K:\),:t,' :. _, f) .~~ ,j,~\;:,:;J:g,~~~,~:~,~".." '. ~" 1-.:/10 1i~~r 7~; l' J If ~ M "ld h~I""'. 1 j I I j i I ..JlIItIliIu o o 32xlo 11ll'8""-'" .... ..;...-, z < . :I:I- I-~ a: ::iE, ~B' -"0' Ua en "'I' ffl:I: -"I- en u..' -0 ~~ ~:::::; u..< ~~ :I:", I-:I: ZI- ~~, wW' ::iE ;:)1 ;:) at Uen 0- a!:::: ~~! I- -: !!: l3: Z wen, !:1 :tl l3 ..,! Z \1 I ';,....-- " 0 o ~ o o .. '" elf 7/02.9/)000 0 'Si4TC -L:.\/.fI.< /-} t:..(r;::- t,", f:-: :--Ti Q;l,J -",.J (~C1;;;.-5 User Name: Aubrey Palmer, Jefferson Count. Project: c: \X01244 \FINAL UPPER HOH RD DE !_r(.,~t',! 1 C' Date: 07-16.96 Time: 08:31:53 Page: 1 ;..':-.. J ;r~_': ( "....... .-",' t ,:,'>~'_" --J. "-'.:~~I'"''r:-::- Calculate Area by Points Beginning Point Northing Easting Node # 10093.1268 11915.9186 856 Direction Distance Northing Easting Node # N 820 20' 56" E 10.912 10094.5796 11926.7333823 S 05Q 14' 46" W Direction Distance Northing Easting Node # 11921.1054 924 Direction Distance S 820 20' 56" W Direction Distance N 070 51' 11" E Square Foet I 741.8765 Perimeterl 148.549 Feet (~'" O-'~'~T0 61.553 10033.2846 Northing Easting Node # 13. B 17 10031.4450 11907.4110 825 Northing Easting Node 62.266 10093.1268 11915.9186 856 -,f ,I' ;,(:;,/1.--.(., ' ~/:;' '.J" {-.('\:: /\ t0/:) ,/) // C..,? r!: ~ 02 Ac:.::r;:"E-:':' r I l .~> J [' .........""':....-. -"'-' ~..............u ft~:~ .. '~Jt.r ",,' ';':'f::j',:>';;~"'l\:\,,':'ty':\':;}"L':i I ~ ~:l~,."i\~~:~~i~;;~:i~:;":' /".' 1~~J ...........-..0.-. ..... ~."'-..:.. ~. I o o 32xlo atIlUJIIUt." J..",. ' . ~ - o - o .. Z < . :I:I- I-~ a: ::iE, ~;:), ..JU uO en~ ~~! cnu.. ~o ::iE~ ~:::::; u..< ~a :I:UJ I-:I: ZI- ~~ w UJ, ::iE ;:); ;:)a, Uen D- C!::: w UJ' :I:u 1-- !!:13 Z wen U- ~::tl ck, Z ~TA 11+00.78, 30.00 / STA 11+11.69 FT 30.00 L n 0 00 L 1 8<.3 lA 11+04.82 . S '56" W 12'" S 82'20 STA 10+84.14, 30.00 RT ,r" o STA 10+75.81, 60.00 RT '1:. 180 21' 37" RT T 103:39 FT R 639.76 FT L 205.01 FT o -0 (l ~ 'Y' ~ c.& .~ I (=->7'" ,_._, ~ 9,(.~ '.... . "" . ..... ,.-.--~ ......w.JIiltlI_U -" .UUII'_ ~.L1 JlMUUJI STA 10+97.95 FT 30.00 i .1 RTI I STA 10+91.08, 60.00 RT t)C-?'/i1 ;)';;'<<:"'/' Aft";" '/(" -:':. ,~rl/ 1-:: ......~~'I \ /':",.1"::'1 J' F,'. ~" ,.-:/J , (\;' /i.';' I ";~:'< ',..,.. .". ,.', '..' .., '. "'. I 0 ..... ''''\1/ -, L II ~..~ ..' _LLL1:c_J~_,-,,",--,-1 I 0 o 32 X 10 l_U _____ ,- o o .. r C.rc""i,;,',~:~""j"~,L,,,', .Ii '1/ ('2- ') IJ/'C-() C , ..,-'r." :.;.~ :7.7/,'-re. c_,z). J\~<. A c-,'e:'E/16C User Name: Aubrey Palmer, Jefferson Count Project: C:\X01244\FINAL UPPER HOR RD DE Z <C. :I:~ I- UJ' ~~; WU' ..JO ~a, enW w:I: ..JI- enu.. -0' UJ> ::!EI- ~:::::; u..<C !!l~ :I:UJ I-:I: ZI- -0 ~I-. UJ UJ' ::!E ;:)1 ;:) a1 U en, 0- a!:::' UJ UJi :I:u ~g! z W tnj ~~I ~ .~ I Northing Beginning Point 3855.8147 Direction Distance Northing N 820 08' 49" W 21,421 9858.7415 Direction Distance Narching N 070 51' 11" E 470.443 10324.7727 Direction Distance Northing S 050 14' 46" W 470.931 9855.8147 Square Feet: 5038.6926 Perimeter: 962.795 Feet, , ,-:i ;; B ' ,(: <) ~:~' r."\ ~""'- 'I , I o o I ':C'_o~_- ',.. "M_lI.~ '~'. '1>:' -~. ..t.-t:;.[;,l. \ (. L>n/"l-'''~ /;(,1, j'I,,:!;;,S/,i ~ '!;i/'{;' ;.J(:_-r.:f~."I)(,~L' (~:,.? Jc.. r:~.L, ,--rr;;,-~1";2. ',) Date: 07-16-96 Time: 09:57:44 Page: 1 Calculate Area by points Easting Node #I 11904.8106 n/a 0:::. Ji.. ;'j;: CAL~:.' /,,1 ,,..\.-R c~-i':.~.Jr:i.. Easting Node #I ,(Hf.,';7. !~I~j ~.:.. 'P'C'u.rr' ~t-\ C:. l!J-.'~ ;':';:~;'f:.r::_.pE.'J'Drc...l.')iJ',.2 T~ '}/>~;?';' C/.L.:':_.~ '0 "":). '_', .':-:12.. ,t"'C:_~~.t.>";;::.r::' C..1'IK. 11883.5905 n/a Easting Node "# 11947.8690n/a .:.:f: J....df~~ lI.f7S i? Easting Node 11904.8106 n/a /1.~';~ ";~'-'}:!';.t: '-"<":'Iln:.,~'\ ,; "L .:/ ,:~,"':'{..,(\ /', 1/ ::,"' ~,/.). '-';.' i........... -.,""'.: ,,,', "',." ',",;;:,j~ 19.,~_""",:,,,,:,,~~;~.. }",. .r ' ; .- I (\) o 32..><ltJ ,..... o ,~~ o .. ( C..--- Frtt ~;~t-. ID :()O .4"", Z <C. :I:I- I-~ a:::!E <C;:) UJu ..Jo ua en ' ffl~1 ..JI- enu.. -0 UJ> ::!EI- <C- a:..J u.<C ~~ :I:UJ I-:I: ZI- ;::0 zl- UJ UJ ~i5 Uen 0- a!::: UJUJ :I:u 1-- !!:13 z wen u- i= :I: , 01- Z /, II -- ~- ---,--'::'/~ I~ I t::::..IJ'tO l D I rTt._, yt" 12"'1'1 __--. --- ""\ ..,.....-, - I,.> ...... '-YrlYr;: _" f-ic,.L.j ~OAV .._~- "--'---'-~'-"'-'~--+'-----~'----'---'--"--'--'-'---~---"._'-'------'------'---'--- r -------1 r ~ ,_"j...-_ ~"':.:."__:~~ ,_' / ,_ ~~_. _, ) . _~__"_' _._ > ._~ - .__' .' I), _ ::> ,/ . _.__________---..L..f)"r:;:. _ _-5.;...d.d:..:.2:,t:~!l._L_.&,,(......._-<:_ 't. ~.:-~ r -0. F'I"-<.__ ;:'-/.':C)"e.t-3~?( )r:~ ~r ,~..I/,,~~ ~ ------,-------.2;4-90 ?;---9..:_!L c;-.. // (-/.., ,--t------d:.. C2r-:- --:{(.-;, ;r-": __________ r::"1-.L.._{i,..L2L1:.LZLcv..J_, ;..:;'",/ __.D/.{:~e~__/fc2l2 ? I () 2 c:;; ;7j t.2(')"'i.__,1 ._______,____----t..t'lJ_LI --'~ 1"-- , ,LA./ C! f..~LLL_TEOAif2. ~~J_2:::__p.,~\,. l::.:c..______! .' , , ' j ~ ' 1 _________._______C::c..r-I1,>5L__..d::.c.d..lu"-~ e.._,_..:'~_~~_ZE~---___-------I ..___'M. " _ ' , 4__'~ __ -..1, "", , ',' ' ..................' " } ('d,.,l.:::::::r.G'-L1..c..Z.L::::'D~_pK~L~ \ E2a......~ 0;, L<.Et"'--.2,--l ,___.._________________.;!~,~:a/.Y.J~:;$-I.:..e:i21 r' &:~,(-..d.e:. ,.,L~41 ~ ..5I~.~---,-1 , r:::~ I-Z:' "z) ,,- ~ 1 .a I J''-- '--- '/ '? 7' ~ C./fi ~J:.:;'''''JI:-.=..1-J.... r:--'::> "~ ____.____._____L.,. L.c..L_--'..u..6__~_c::....,.,I__--""'= ;J, ,<:> ~....t:::;.~._6-Lc.,Ls:....._..__.,!' ) '-, .' ~~ "-~'/' ~""'-, '._' -"" i ,:......"-.~ ,", .- _________Cp~~~-5./::.:d r "-..;> , _LEA /, c::-r:;; ..1 ).>>~-l ejl,].,;., ":.\ ___.______-:-___=K.F-~t2!..l'2_c' ~r;=.=_0-.--~0..,cr...f=i:!JJic '<-:t,QL,.~; (,.,. ----,1 , - .. 'J --;; e r T I) -~,:.-~, 1-:;"(.'--. '"" i , ,,,'J j r::~,..? ';-"/ ""/;::> ..~ ,~---.._.~_'___,__,_.i__'..J::o.::J::./'.:I:_L>~,~,fD.u.;::".6./--r-~-~-I!.-::J.:---~-,C::-----..,--.._':j <:. -i1;::.- ,.." -I - r" ~'t" ~ -"........ ~e/'i) -,c" ,-' 'c.... -=- .'~, ____,__________ ~_:EA..?~__L::/__,~~---.l-c..-,-.L:.J...t;;~....;....:...cr----L.-...e:.z:-----..-- ':~ =::==::~:=~~~~~n,~J~:~:'. '-"=::~~-=- -;:~~-!;~~;s:=---=-, -=::=::::-::::===::..:=~====-:~~===:=~. "~~:"&=-:==:!i ,::.~..~-::=-'::--',':":.--~:::::=~=--,::.:-:--:=_:=-==-=--::,--'~:.:~==-~=:_:,:=:=--:----~==='=:~=~=--==~~:-"-==~,' , ..~ .....=:-=::=_.=:==::~--:~~=-==:::.:~-~-=.~~--~:===-=-~--==-=:=-:l ,-..-,.,..--..,..------...,.....-,-,.....--..,,' '~ t 10 ~~:r.~J'.&.IWJ o o - C':: '" :....--.' - ~Ll=:~~ ~~~~~lLlJ ~ ,~-~ -- a= L_ I o o I 3.~ X! 0... .- Z <C . :I:I- I-ai a:::!E <C;:) UJu ..Jo ~Cl ffl~i ..JI- enLL -0 UJ>- ::!EI- <C- a:..J u..<C ~~ :I:UJ I-:I: ZI- ;::0 zl- UJ UJ ~ i5: Uen 0- a!::: UJUJ :I:u 1-- !!:13 Z wen U- -:I: 131- Z r o o o o .. ( ( CRO 812 Oak Bay Road Improvement Co. Rd. 569908 Resurface wI AC including shoulders, drainage improvement channelization M.P. 8.20 to M.P. 9.61 Permanent File Index Permanent Files (located at records mgmt) are: Archival-Permanent All microfilmed Folder # I #1 (green folder) 1. Budget/Resolutions/Funding 416/89 Project Authorization 4110189 Resolution No,29-89 Initiating Co, Project 11114189 Project Cost Calculations 1214/89 Resolution No,116-89 Revising Project 1019/90 Resolution No,101-90 Revising Project 8119/91 Resolution No,83-91 Revising Project Affidavit of Publications 4189,12189,8/90,10/90 4118190 CRAB RAP Proj Agreement for Construction Proposal 10191 memo request CRAB payment Engineer's Estimate 2. Design Report.Parametrlx 12/5/89 Construction Surveying notes specifically slope staking Cales Correspondence Design Report by Parametrix 1215/89 3. Pormlts Environmental Checklist 1211/89 Determination of Non-Significance SEPA 12/4/89 Shoreline 7/90 Other permits 4. Right of Way 7/12190 Warranty Deeds Ludlow Maintenance Commission & Pope Resources Limited Liability Ins. Jefferson Tille Company Real Estate Exclso Tax 5. Construction Bid Records & Bid Tabs Addendum 111 & 112 Ace Paving Prooosal Chenge order 111. 112. & 113 6. ROQuost to Sublot SubContractors 112 Spoclflcatlon & Contract Documents Book (Expandable Folderl Soeclficotion Book and Contract for Ace Paving I I ! ! ! ] I ' j 1 j , . l I j I I \ \ \ '1 I o o o .- [- o (~.) >.~ ' (' . 10 32 X I 0 " ",,'.: '; ::,;', ,,', ":,;'. ':, "',:::' ":",,',..,'::,:,\:' ': ',.':',:, ;, :~, ',,: ':," ',.'-,., : ::, ::> '.:,,,,:, :' ,', :>,'.':' ''':'','' ':':~" :/:,::~,:,~~" :',,::' ::', <:, ":": ',' :;,\ :<'..',..'.:'~::','y~::, ,'> l - - o - o .. - ( (\ I :. .,' I I #3 (Brown Project Folder) I #1 Consultant - Parametrlx I Z Independent Engineers Estimate for Consultant ~. Exhibit A of Consultant Agreement (don't know where agreement is) :I:I- I-~ #2 Hydraulic Report prepared by Parametrix 1/6/90 ~::!E #3 Inspector's Dally Report 10/10/90-11/28/90 wB: #4 Inspector's Dillly Report 11/29/90-7/3/91 ..Jo' ua #5 Weekly Statements en ' f{l~\ #6 Closing documents ..J 1-' enu.. #4 Photos (Mlnnlla Expandable Folder) -0 ~~ I I ~:::::; CD 1 disk of Right of Way Drawings (Autocad) 2128/91 sent to records mgmt on 3130/01 u.< 1 disk of Right of Way Drawings (Autocad) 2/28/91 (copy of above) pw dept. ~~ :I:UJ I-:I: ZI- ;::0 zl-, WWj ~ 51 Uen 0- . c!::: WUJ :I:u ~5 z wen u- -:I: tif-. Z ." ;,.." , I , 0 1 , I I I 0 I 0 0 ~ " C"'-;;-~"" C:.'. ".,.'...... ....,'.., ~i;~ ,_.\,j>~~~i\:'_,:'i --, """ . .10 10 G ;:'<;::-:'<~:';..!;1?<;'":___,\::.,,:,\,,, ;:: ,:1 j 32X ... Lilli. 0::'" IIIIIIIIIIIIl1L """llIIl1_lllilIIIIIll'.~ ..:"-.:~:. .~__~~ ~ &i~~~ lIl. : ,,'~';idl\~~'r ('I' JW'd":~' (:'i . :.:&l,';';j-';;';;'--il" .., 1--- ........."... Z <C ' :1:1- I-~ c: ::!E, <C ;:)- UJu ..Jo ~a ffl !:l!i ..J 1-' enu.. -0 UJ> ::!EI- ~:::::; u..<C !!l~ :1:UJ 1-:1: ZI- ;::0 zl- UJ UJ, ::!E ;:). ;:)a\ Uen 0- a!::: UJUJ :1:u ~g z wen u- -:1: 131- Z r o o ('~--~" c o o .. ( OAK BAY ROAD COUNTY ROAD PROJECT C_~~/~ Road Name: Oak Bay Road MILE POST 8.20 TO MILE POST 9.61 Rd. Name, Swansonville Road County Road No.: 569908 Survey: MP 8.20 to MP 9.61 Station, 433+00.00 to 507+50.00 Length of segment: 7,450' Road Name: Walker Way County Road No., 510009 Intersect Oak Bay Rd, MP 8.65 Rt. Survey, MP 0.00 to MP 0.10 Station: 0+00.00 to 5+00.00 Length of segment: 50() , Private Road Intersect. Oak Bay Road: MP 8.85 Lt. Survey, From Centerline Oak Bay Rd. to . point 200' easterly Length of segment: 200' Road Name: Osprey Ridge Road County Road No.: 510109 IntBrsect Oak Bay Rd: MP 9.42 Rt. 8urv~y= MP 0.00 to MP 0.10 Btation: 0+00.00 to 5+00.00 Length of .egm~nt: 500' TOTAL LENGTH OF SURVEY SEGMENTS. County Road No., 514009 Intersect Oak Bay Rd: MP 8.39 Rt. Survey: MP 3.21 to MP 3.02 Station, 169+48.80 to 159+50.00 Length of Segment, 1,000' Rd. Name, Admiralty Way Private RCJad lntersect Oak Bay Rd, MP 8.65 Lt. Survey~ From Centerline Oak Bay Road to a point 200' easterly Length of Segment I 200' Private Road lntersect Oak Say Road, MP 9.11 Lt. SLlrvey: From Centerline Oak Bay Rd. to . point 100' southerly Length of Segment: j,OO' ROi.d Nilme' Paradise Bay Road County Road No. 503609 Intersect Oak Bay Rd: MP 9.42 Lt. 8~rvey. MP DoDO to MP 0.19 Station, 0+00.00 to 10+00.00 Length of Segmont, 1,000' 10,930 FTo ~ if"':;',. ":~"O ~l .'.", o-=> 1 ! j ';~ , ~ ; 'j I 1 i t r Jj l 'I ~ ] 1 I f I i t 10 it I o o 32X 10 ;4'~':i:',;::c.,;~,t'!:'.::. Z <C . :I:t- t-~ a:::!E <C=> UJu -"0 ua en ' (f) UJ i w::I:! -"I- enu.. -0 UJ>- ::21- <(- a:-" u..<( en;:) _0 :I:UJ I-:I: ZI- ;::0 zl- UJ UJ ::!E;:) ;:)a Ucn 0- a!::: UJUJ :I:u 1-- !!:13 z wen u- -:I: 131- Z r o o o o .. 't.:fSANK ( r "--II U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION INTERNATIONAL BANKING DIVISION 1414 FOURTH AVENUE, P.O. BOX 720 SEATTLE, WASHINGTON U.S.A. 98111-0720 SWIFT USB~roS66 FAX (206) 344-5374 ISSUANCE: (206) 587-7049 NEGOTIATIONS: (206) 344-5447 ------------------------------------ ------------------------------------ IRREVOCABLE STANDBY LETTER OF CREDIT ------------------------------------ ------------------------------------ SEPTEMBER 13, 1990 BENEFICIARY: JEFFERSON COUNTY P.O. BOX 1220 PORT TOWNSEND, WA 98368 APPLICANT: POPE RESOURCES A LIMITED PARTNERSHIP P.O. BOX 1780 POULSBO, WA 98370 LETTER OF CREDIT NUMBER: S081991 EXPIRY DATE: SEPTEMBER 01, 1991 AT: OUR COUNTERS PRESENTLY LOCATED AT 1414 FOURTH AVENUE, 8TH AVENUE INTERNATIONAL DEPARTMENT SEATTLE, WASHINGTON 98101 ON OR BEFORE 4:00 P.M. AMOUN'l' : NOT EXCEEDING U.S. DOLLARS 73,800.00 ( SEVENTY THREE THOUSAND EIGHT HUNDRED 00/100 U.S. DOLLARS) WE HEREBY ISSUE THIS IRREVOCABLE STANDBY LETTER OF CREDIT AVAILABLE BY YOUR DRAFT(S) DRAWN AT SIGHT ON US AND ACCOMPANIED BY THE FOLLOWING DOCUMENTS: 'I 1. A SIGNED STATEMENT ISSUED BY THE BENEFICIARY STATING AS FOLLOWS: "WE CERTIFY THAT POPE RESOURCES, A LIMITED PARTNERSHIP HAS FAILED TO COMPLETE AND/OR PAY FOR SAID IMPROVEMENTS (INCLUDED ARE VARIOUS SANITARY SEWER IMPROVEMENTS ALONG OAK BAY ROAD BETWEEN SWANSONVILLE AND PARADISE BAY ROADS IN PORT LUDLOW, WA - REFERENCED UNDER BENEFICIARY'S IDENTIFICATION NO. CR0812) AS PER THEIR GUARANTY UNDER THIS BOND". 2. THE ORIGINAL OF THIS LETTER OF CREDIT. SPECIAL CONDITIONS: ANY AND ALL BANKING CHARGES OTHER THAN THOSE OF THE ISSUING BANK ARE FOR THE ACCOUNT OF THE BENEFICIARY. ** THIS PAGE S081991 ** A 1 FORMS AN INTEGRAL PART OF CREDIT Ul.'IJ-49 310ft AU,S, BElncorp Company l = o ) o i i ) I I \ 1 I l I 1 \ I I I I 10 ,--"' I o o 32 X ij 0 o .~ o .. dBANK ONLY JEFFERSON COUNTY HAS AUTHORITY TO RELEASE THIS LETTER OF CREDIT UPON APPROVAL AND ACCEPTANCE OF THE IMPROVEMENTS. ( ( Z <t:' :I:I- 1-i'5 a::; <t:;:) Wu ..JO ua en , ffl~l ..J 1-' enu.. -0, w>- ~!::: a:..J u..<C !Q~ :I:UJ I-:I: ZI- ;::0 zl- W UJ ~5: U(f) 0- c!::: WUJ :I:u ~g Z wVJ u- I=~ o Z DRAFTS DRAWN UNDER THIS CREDIT MUST BEAR THE CLAUSE: "DRAWN UNDER U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION IRREVOCABLE STANDBY LETTER OF CREDIT S081991 THIS CREDIT IS SUBJECT TO "THE UNIFORM CUSTOMS AND PRACTICE FOR DOCUMENTARY CREDITS" (1983 REVISION) INTERNATIONAL CHAMBER OF COMMERCE PUBLICATION NO. 400 WE HEREBY ENGAGE WITH YOU THAT DRAFT(S) DRAWN AND/OR DOCUMENTS PRESENTED AND NEGOTIATED UNDER AND IN COMPLIANCE WITH THE TERMS OF THIS IRREVOCABLE STANDBY LETTER OF CREDIT WILL BE DULY HONORED UPON PRESENTATION TO US THE AMOUNT OF EACH DRAWING MUST BE ENDORSED ON THE REVERSE OF THIS CREDIT BY THE NEGOTIATING BANK U.S. BANK OF WASHINGTON, NATIONAL ASSOCIATION INTERNATIONAL BANKING DIV ,.....ION AlEMASH B. T1LAH\JR CORPORA1E OFFICER AUTHORI tJ .1. 1 .~ ,~ ,1 " l " I I I ! f, .~ \',,! .~ ~ f.'l ;1$ I o o r o o ** THIS PAGE 2 FORMS AN INTEGRAL PART OF CREDIT 9081991 ** llH3010 :\Inn AU,S. Sancorp Company ...;:",:~._-, , 0,'".__ -'I 0';:) I I 0 ( 0 c' . 0 32 X , .. 0, ~ ...' J:t_ 'II. 00. ."1111II11'11" . _Ill - .mll1II. - ~L__LM'11. - ~~ r - Z <C. :I: I- I-~ ~~\ Wu' -"0 ua ffi~, -"I- (JIu.. ~o ::!E~ ~:::::; u..<C ~~ :I:UJ I-:I: ZI- ;::0 zl- UJ UJ I ~ 5\ Uen c- a!::: Wwi :I:u ~~ z wen u- -:I:i 13 ~ I z } ,~.."... o o ~ o o .. o "il COUNTY OF JEFFERSON, STATE OF WASHINGTON ENGINEERS ESTIMATE Project: Oak Bay Road, CR0812 JEFFERSON COUNTY GROUP 1 JEFFERSON TRANsrr POPE RESOURCES PORT LUDLOW UTll. GROUP 4 U. s. WEST GROUPS ENGINEERS ESTIMATE TOTAL GROUP 2 GROUP 3 ITEM TOTAL UNIT IT~M QUANTITY COST QUANTITY COST QUANTITY COST QUANTrrv COST QUANTITY COST UNIT TOTAL QUANTrTV , PRICE NO, PREPARATION I LUMP SUM L,S, MOBILIZATION LUMP BUM 130,828.30 LUMP 8UM ",125.70 LUMP SUM 12,512.44 LUMP 8UM $37.43 LUMP BUM '57.48 o 81M1OF TOTA 134,601.3'" 2 1,8 ACRE CLEARINO AND GRUBBING 1.60 $4,500.00 0.10 1300.00 00,00 SO.OO 00,00 13,000,00 14,800.00 3 160 S,Y, REMOVlNO ASPHALT CONCRETE PAVEMENT 150.00 .....,00 10.00 00,00 SO.OO 10.00 14.00 1800.00 , 4 380 L,F, REMOVING ASPHALT CONCRETE CURB 3eO.OO '720.00 10.00 00,00 10.00 10.00 '2.00 $120.00 5 15000 L.F. RE\40YINO TEMPOPARV STRIPING 16000,00 seoo,oo 10.00 00,00 $0.00 10.00 ID.IM SISOO,OO GRADING 8 7040 C,Y. ROADWAV EXCAVATION.INO. HAUL 8208.00 $2G,478.15O 834,00 13,081.60 00,00 00,00 00,00 14.75 &33,4-40,00 7 200 S,Y, PAVEMENT REPAJR EXCAVATION, INC, HAUL 200.00 ~,eoo.oo 10.00 00,00 10.00 10.00 '18.00 $3,500.00 8 1013 C,Y, EMBANKMENT COMPACTION 8n.oo saes.oo 1.48.00 ".48.00 00,00 10,00 00,00 ".00 ",013.00 DRAINAGE AND SANITARY sewER 8 3 C,Y. DfTCH EXCAVATION, INC. HAUL 3.00 '225.00 10.00 10.00 00,00 00,00 175.00 1228.00 10 7 TON LIQHT LOOSE RIP RAP 7,00 1380.00 10.00 10.00 10.00 10.00 '80.00 ,~ao.oo 11 155 L,F, UNDEADRAIN PIPE 121N. DIAM. 155.00 13,100.00 10.00 00,00 10.00 10.00 '20.00 13,100.00 12 85 L,F, SCHEDULE A CULVERT PIPS 12 IN. r)lA.M. 155.00 ",430.00 10.00 00,00 10,00 00,00 '22.00 ",.430.00 13 187 L,F, SCHEDULE AOULVERT PIPE 18 IN. DW,(, U17.00 t.4,OO8.00 10.00 00,00 SC).GO 00,00 12<4,00 t.4,008.00 14 ea L,F. PLAIN CONCRF.TS CULVERT PIPE 111 IN. DIAM. M.OO 11,870.00 10,00 00,00 10.00 00,00 127,60 ",870.00 'S 1 EACH CATCH DAl1INTVPE 1 1.00 $800,00 00,00 00,00 10.00 10.00 '800.00 1e00.00 ~ "'" J 408 C,Y, TRENCH EXCAVATION 00,00 10.00 408.00 8:1,080.00 10,00 10.00 '7,80 '3,OM,00 17 544 L,F, TESTING 8EYmR PIPE 10.00 10,00 ..... " ,088.00 10.00 10,00 12.00 ",oauo 18 544 L,F, PVC SEWER PIPE a IN. DrAM. 10.00 10.00 144.00 15,4040,00 10.00 00,00 "0.00 18,4040.00 18 138 L,P, STEEl. CAOINQ 111 IN. OIAM. 00,00 10,00 135.00 12,028.00 00,00 00,00 "5,00 12,025.00 20 180 L,F, SPECIAL rAVED DITCH 1DO.00 '1,000.00 00,00 10,00 10.00 00,00 110,00 11,000.00 21 1 EACH OILINATER SEPARATER 1,(10 1111,000,00 10.00 00,00 00,00 10,00 .t5,000.00 1"1,000.00 SURFACING 22 1828 C,y, ORAVEL OA8E 1885.00 '18,aao.oo 11'0.00 It ,eao.DO 00,00 00,00 10,00 Ito.oo "11,250,00 23 800 TON r."UBHED BUnFACINQ TOP COURSe Iln.DO 115,470,00 '0,00 11,*.00 00,00 10.00 00,00 111,00 "8.830.00 LIQUID ASPHALT I 24 8 TON ARrtlALT FonTACKCOAT .,.. 11,8:r.1.I0 0.10 121,110 ' 10,0(1 10,00 00,00 1271,00 tl,81O,00 o .'"' ~t..., _ (' 0 l .l )111 ~ , - o~ ""';.'\.'" .,., ....' 10 32x 10 o - o .. o z <l:' :1:1- I-~ ~::!E wB ""'0' Ua en w: ~ iE! enu.. ~o, ~~ ~::::i u.<C !!2~ :1:UJ 1-:1: ZI- ;::0 zl- w UJ, ~ 5, Uen 0- c!::: WUJ :1:u 1-- !!:13 Z wen u- -:1: 131- Z COUNTY OF JEFFERSON, STATE OF WASHINGTON ENGINEERS ESTIMATE Project: Oak Bay Road, CR0812 o ASPHALT CONCRETE PAVEMENT 25 $2,000,00 OOl, CRACK SEAlINO ESTIMATE '2,000.00 $0,00 $0,00 $0,00 SO.OO 12,000,00 .c2,OOO.OO 28 170 TON ABPHAL T CONCRETE FOR PAVEMENT REPAIR, Ct. B 70.00 $3,600.00 SO.OO 100,00 $5,000.00 SO,OO $0.00 ...,00 $8,500,00 27 300 TON ASPHALT CONCRETE FOR PAEtEVELlNG Ct. 8 300.00 "2,000.00 ",00 ",00 ",00 ",00 ...,00 "2,000,00 28 3485 TON ASPHAlT CONCRETE PAVEMENT CL.D 336a.OO $114,208.00 12d.OO $4,2&4.00 SO.OO SO.oo ",00 ...,00 "11,400.00 29 100 S,Y, ASPHALT CONCRETE WALKWAY 180.00 $1,380.00 SO.OO 10.00 CD.DD ",00 $8.150 It ,380.00 ~ EROSION CONTROL 1.3 ACRE SEEDING, FERTILIZING AND MULCHING 1,30 ",300.00 ",00 ",00 ",00 so.oo ",000,00 ",300.00 TRAFFIC 31 752 L,F, ASPH. CONO, CURB 752.00 $2,143.20 ",00 10,00 $0.00 10,00 12.85 12,143.20 32 955 L,F, BEAM GUARDRAIL TYPE 1. IS FT. POSTS OM.ao 11t,412.25 $0,00 $0,00 10,00 10.00 111.0& "1,412.25 33 700 l,F, BEAM GUARDRAIL TYPE " 11 FT. POSTS 700,00 se,025.00 ",00 SO.OO so.oo ",00 "2.75 18,028.00 3-4 7 EACH BEAM GUARDRAIL ANCHOR TYPE 1 7.00 12,825.00 10,00 10,00 14.00 10,00 1:J7B,OO 12,8211,00 35 3 EACH DEAM aUARDRAlL ANCHOR TYPE 2 3.00 S075.00 ",00 00,00 00,00 10,00 I32B.OO SD7IS,OQ 38 79 EACH 8 IN. X BIN. TREATED TIMBER POSTS.B FT. 70.00 '7,110.00 ",00 10.00 10.00 10,00 100,00 '7.110.00 37 214 S,Y, :I X 121N. TREATED TIMBERS 21..00 'B,3M.00 10.00 10.00 10,00 10.00 128.00 'B,35O.00 38 15000 L,F, TEMPORARY STRIPING 15000.00 $000.00 ",00 10.00 10,00 00,00 10," 1000.00 39 23500 L,F, SPECIAL PAINT OTRIPE :r.1500.00 12,350.00 10,00 '0.00 10.00 10,00 10.10 '2,360,00 40 820 L,F, SPECIAL PAtNTEO aORE STRIPE 820,00 '03,00 10,00 10.00 10,00 10,00 10.15 '03,00 41 184 l,F, Pl.A8TIO STOP DAA 1a..00 $41..00 10,00 10.00 ~,oo 00,00 '~J.:25 ""4.00 4 l 3 EACH PLASTIO TRAFFIC ARROW 3.00 ' 11150.00 ",00 10.00 10,00 10,00 "",00 "50.00 43 8 EACH SPECIAL PAVEMENT MARKINQ , 5.00 '600.00 10,00 00,00 10,00 10,00 1100,00 oaoo,oo 44 0,88 HUND RAIDED PAVEMENT MARKER TYPE 1 10,00 0,a8 1220,00 10,00 10.00 00,00 I2tlO,OO '220,00 48 0,47 HUNO RAISED PAVEMENT MAnKER TYPER 0,<47 1117.50 00,00 10,00 10,00 10.00 I2tlO,OO '117.50 40 LUMP SUM L,S, PEAMENENT SIONIHO LUMP DUM 11,000.00 $0,00 10,00 10,00 10,00 ts,ooo.oo '5,000,00 47 lUMP SUM l,S, StaN REMOVAL LUMP SUM '2,110O.00 10,00 10,00 10,00 10,00 G,l!IOO.OO '2,500,00 48 LUMP SUM L,S. ILLUMINATION SYSTEM LUMP 8UM 125,000,00 10,00 10,00 10,00 10,00 125,000,00 125,000.00 49 100 HOUR OONfF1AOTOn PILOTED TRAFFIC OONTROL 100,00 '2,100.00 00,00 10.00 10,00 10,00 121.00 l2,aGO.OO 150 $500,00 DOL, ADO. CONTRACTOR PILOTeD TRAFFIO CONTROL ESTIMATB '600.00 10,00 10,00 10,00 10,00 """,00 '800,00 51 1000 HOUR TRAFFIO CONTROL LAnOR 8111,00 '20,0101.00 IM.OO 1782,00 78.00 ",7.5,00 1,00 123.00 1,00 148.00 ...,00 12:1,000,00 82 $2,000,00 OOl, ADDITIONAL TAAFFIO CONTROL LABOn EOTlMATII '2,000.00 00,00 10,00 10.00 '0.00 '2,000.00 '2,000,00 113 182 S,F, rANOTRUOTION 0I0NS CLASO ^ 182.00 :'.11047.00 10,00 10,00 80,00 10,00 ,a,ao ",~7.00 84 LUMP SUM l,Q, MAINTENANCe: AND rnoTCC'noN OF TRAFFIO LUMP DUM 13,&48.00 1140.00 '300,00 804,01) '5,00 "',000,00 ".000,00 JEFFERSON COUNTY GROUP 1 JEFFERSON TRANSrT POPE RESOURCES GROUP 2 GROUP 3 PORT LUDLOW UTIL. GROUP 4 U. s. WEST GROUPS ENGINEERS ESTIMATE TOTAL .r' o o ".~,-~.....,-,.~.",,", 'I,\-r.:.,.' - z -<c. ::rl- I-~ a: ::!E, i::i5B: -' 0' Uc en UJI' ffi:I: -'I- enu.. -0 ~~ ~:::::; u..-<C en;:) _0 :I:UJ I-:I: ZI- ;::c zl- WW, ~ 5; Uen 0- c!::: UJw :I:u ~g Z alien u- I=~ c z ;,.... '0 o " -- - o o .. o " COUNTY OF JEFFERSON, STATE OF WASHINGTON ENGINEERS ESTIMATE Project: Oak Bay Road, CR0812 JEFFERSON COUNTY GROUP 1 JEFFERSON TRANSIT POPE RESOURCES GROUP 2 GROUP 3 ENGINEERS ESTIMATE TOTAL PORT LUDt,OW UTIL. GROUP 4 u.s.~ GROUP 5 OTHER ITEMS 65 269 c.y, STRUCTURE EXCAVATION CL. B, INC. HAUL ...,00 12.152.00 ",00 ",00 ..,.. ..,.. ".00 12,162.00 68 300 S,F. SHORlNO AND CRIBBING OR EXTRA EXC. TRENCH ",00 ..,.. ::JOO,OO 1300.00 10,00 '0.00 11.00 ....,00 67 72 S,Y. CONST. GEOTEXTILE FOR UNDEAOROUND DRAINAGE 72,00 $14<4.00 ",00 10,00 10,00 ",00 12,00 "44.00 68 1IO C.y, GRAVEL BAQ(FILL FOR PIPE BEDDING 21.60 $430.00 ",00 38,150 mo,oo 10,00 ",00 120,00 ",200,00 69 13 C,Y. ORA.VEL BACKFILL FOR DRAINS 13.00 13215.00 ",00 ",00 10,00 ",00 1215.00 1325.00 1IO 65 MGA~ WATER ",00 ",100.00 ",00 ",00 10,00 CO.DO 120,00 '1,100.00 ( 1 5 EACH ADJUST MANHOLE 10.00 ",00 2,00 1000,00 10,00 '.00 $000,00 1200,00 ",600.00 e2 4 EACH MANHOlE UNDER 12 FT., "!I IN. OIAM., TYPE. 1 10.00 ",00 ".00 a,ooo,oo 10,00 ",00 12.000.00 18,000.00 83 4 EACH ADJUST VALVE BOX 10,00 ",00 10,00 ".00 $400,00 10.00 "00,00 1400.00 114 10 EACH ADJUST MONUMENT CASE AND COVER 10,00 11,000.00 ",00 10,00 80,00 $0,00 "00.00 ",000.00 116 $2,000,00 DO~, ROADSIDE CLEANUP ESTIMATE '2,000.00 10,00 10.00 CO,OO 10.00 12,000.00 12,000,00 ee LUMP eUM ~,S, TRIMMING AND CLEANUP LUMP SUM $3.104,10 '122.80 ....,50 ",50 '7.00 $3,500.00 $3,100.00 e7 ~UMP SUM ~,S, RELOCATE MAIL BOXES AND supPOms LUMP BUM '1,000.00 ",00 ",00 10,00 ...,00 '1,000.00 '1,000.00 ea 18 EACH PLASTIC DRAINAGE MAAKINOS 111.00 '&4.00 CO.OO 10,00 10,00 ",00 ",00 ...,00 TOTA~S IStAOS.D8 I&S.:!&.'l.75 ~ !!!Z.!! "'11.48 ~ <' '- NOTE: GROUP 1 INDICATES COUNTY FUNDS, GROUP 2 INDICATES JEFFERSON COUNTY TRANSIT FUNDS. GROUP 3 INDICATES POPE RESOURCES FUNDS, GROUP 4 INDICATES ~UD~OW UTI~ITIES FUNDS, AND GROUP S INDICATES U, s, WEST FUNDS, , C..-;;- 4J ... e~(:J"'f " :r, -4L" , i l \ 1 \ 1 " :t ? :~ :1 :~ \1 ,~ '1 ,) :,~ 1 ,~ ~. ,\'(, ;1 /i J } 1 J i I \ 1 ! I 0 J ~, I 32 X 10 r ............... Z <C ' :I:I- I-~ a: ::!E, <( ;:). UJu -"0 ua en , ffl~t -"I- enu.. -0 ~~ <C- a:-" u..<C ~~ :I:UJ I-:I: ZI- ;::0 zl- UJ UJ I ~ 5' Uen 0- a!::: UJUJ :I:u ~~ z wen u- i= :I: , 0'" Z ;r o o _)!lJ o o .. .. ~ ::'J: Washington State "/I Department of Transportation Transportation Building KF.Ol Olympia. Washington 98504.5201 (206) 753-6005 May 8, 1992 Mr. Gary Rowe Public Works Director Jefferson County 1820 Jefferson Street Port Townsend, WA 98368-5724 ~ Crl.y5 8/Z- ,cIAJ"" '- 1Z":;~<3,c. r.J 5 Duane Berontson Secretary of Transportation RECt:.VEu MAY 14 1992 JEFFERSON COUNTY PUB/I/", WnRI<'~ ,..,~ Jefferson County Oak Bay - Flager Road I/C RS-P161 (001) LA-Q690 ADMINISTRATIVE REVIEW Dear Mr. Rowe: The Local Programs Division has conducted an administrative review of the reimbursement of federal funds to your agency for the subject project with the following findings: FEDERAL FUNDING RECAPITULATION 1 . Total Cost of Project 2. Non-Participating Cost: State CE 3. Total Participating Cost (1).(2) 4. Maximum Federal Funds 83.34% x (3) 5. Federal Funds Received by Agency 6. Federal Funds Received by State 7. Total Federal Funds Received (5)+(6) 8. Balance Due Agency (4)-(7) 9. Federal Funds Obligated 10. Federal Obligation decrease (4)-(9) AGENCY COST FOR STATE WORK Estimated amount setup by City/County Agreement; $5,000.00 for PE, RW and CEo 11. Costs Incurred by State 12. Eligible FHWA Funds Received by State(6) 13. Agency Paid State 14. Balance Due State (11)-(12)-(13) NET BALANCE DUE STATE (8)+(14) (Not cost effective to Issue a blfllng for this amount) NET BALANCE DUE AGENCY c=--;-"....- - c .d..,. -""".r 1. h.1 L-LLt::.....~~ ----- bd1 $ $ $ $ $ $ $ $ $ 349,399.29 361.57 349,037.72 290,888.04 286,241.37 4,646.64 290,888.01 $ 308,572.00 17,683.96 0.03 - I I' : .,(, . ~ , , t r i $ 5,937.09 $ 4,646.64 $ 1 ,286.63 $ 3.82 $ 3.79 I 0 0 $ 0.00 :) ,~,'<":#""'r~,,,,""'<)"""'~""" .'1"; ~ o ?' " 't1 ~:'.. ..i,i.;::':'..... .fi'~,~)~;~"',;'ht1',j ~""j,,-- _~..:J:.._ . t.lo 32:><10 ~'~Tr1trr~~ .dili~" 'j _"'IiII'~ l_~ o - o III . . Z <(' :1:1- I-~ a: ::!E. ;is;:)! --'u. uC C en wI' ~1= enu.. ~o! ::;~ ~:::::; u.<( S!1~ :1:W 1-:1: ZI- ;:0 zl-, ww; ~ 5{ Uen 0- C!:::: ~w: I- S!' 1-1 !:!:O' z, Wen u-' i= ~I o ' z ; , Mr. Gary Rowe May 8, 1992 Page 2 This final accounting constitutes settlement and closure of this agreement. Representatives of the State Auditor's office,' WSDOT and the federal government may perform a financial and/or procedural audit of the cost records pertaining to this agreement within a three year period. If these activities occur and discrepancies are noted, this final settlement may require adjustment. In accordance with Federal and State regulations, the agency shall retain such records and accounts on this project until at least May 7,1995. The Local Programs Division Is pleased to have assisted you in this project by facilitating the transfer of federal funds to your agency. ~~ DENNIS B. I~~M '{- Assistant Secretary Local Programs DBI:ds RLD Attachment 00: Bob Holcomb, Dlst. 3 Lee Walters, Accounting Barry Morehead, FHWA Gloria Talvo, Accounting :r-...'" , I , ,0 o T - - - r.... }: :" :, " I i -\ I o o '32xlcri t!f o - o .. ( ('i JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS c:.eo~1 L H,(/ffC- /'2c::C0)2D c::.." ,~'\ ~ ~~~~J( ~~ (r~=,' -.. .:.-~ \:j~; 1820 Jefferson Street P.O, Box 1220 Port Townsend. WA 98368 (206) 385.9160 Z <C' :1:1- I-~ ~~, Wu -"0' ua en", ffl:1: -"I- enu.. -0, "'> ::!EI- ~:::::; u..~ ~O :1:", 1-:1: ZI- ;::0 zl-, w'" ~ 5~ UUl c- a!::: ww; :1:u I-F !!:o Z wen u- -:1:1, 13.... Z '\ Gary A. Rowe. P.E., Director Robert G, Nesbitt, P.E., County Engineer 'October 9 r 1991 Randy Hart County Road Administration Board 2404 Chandler ct., S.W. Olympia, WA 98504-3913 Dear Mr. Hart: I. Re: Rural Arterial program request for payment, RAP Project #566901, Oak Bay Road M.P. 8.39 to M.P. 8.66. Submitted herewith is Jefferson county's request for payment for the above referenced project. The Oak Bay Road Improvement Project was expanded to include areas outside the RAP eligible area. The actual project boundaries were from M.P. 8.30 to M.P. 9.54. In order to calculate the eligible portion of the project I took the total project construction cost, subtracted all the reimbursable items and items not normal to the RAP eligible section, (illumination, bus pullouts, etc. ) and pro-rated the remainder on a cost/mile basis. :r If you have any questions, do not hesitate to contact me. Sincerely, o Robert G. Nesbitt, P.E. County Engineer o by: ~".'v~ rl;'~~korello , Project coordinator Encl. xc: CR0812, corres. I o o 100% Recycled Paper ..~..:" ---=-;::;..& '.~ ( " ,~ ~ . , I ~"~ ~'C;~,:~,,:::!~"~.,;::-:~~:~~ "....,;)l~~~~~~~~~,lt~~;"~!Q.~ .~"_ "_"".~_. ..~~~~ Qj 17" o - o .. CA-P ~2- <:.JGQ 8 ,'"2-- Ct -"'- ~~ ., ___p ~ u_ _ __ ____~/"-'--,- ___!:_~:r~ ~-L,-_",_ Z <C' :1:1- I-~ a: ::!E, <l: :::Ii Wu -"0 Ua en . en "'I '::l 1=' enu.. ~o, ::!E~ <C- a:-" u..<C !Q~ :1:", 1-:1: ZI- ;::0 zl- w"'l ~ 5l Uen 0- a!::: ww: :1:U, I- 1=' !!:o Z wen u- -:1: 131- Z ___--1.'1, ft7., -lB J $"5~ -----.-- -..0, Q I qq () '" fl6 I (" 0 1(,,0 0 ...JJd,J..!lJ., lC\q, S"-t'J 0 z.q9-~ 05...[ -.-~ Cf7.:3,CS ',,"00 yft" .8D' , -- o - - - ;r ---~~~ I -~ ~~-'~--AJpf -----1Jqp.,t'l1'k.. TD _~~13~~~TIO?d, ____,__ _ _jtt.(J:1!'?!P/'H:l,ON,_,_____, Z~ '" J.k _____'Dvs_J'U1.L. _,~~ /-",0.59. .___..__,__,~G:SZ- .__,_____. ,,_.___,___~.9.1S'~O ----- . ,--.~I~.,. ,._,_,,__ _____,.,~c..I!:I.Ie_, __n ..,.."_,.13'*J'p.z,,..,-__ o o '-4-lP1130 I ...., , , J 8~70'Z,.. -~~J D"~ I. 'l..... WlI. :::. ~ "305 /~51/ '#fIi' '.._m.._', X ' .7."7 ,mi. ,__, .. . t 33; t.l- " ;00 'i'1:r1'At- et.llH'8l.G', . ..E).~1)ITU2€ C::- i;'"'' "--, ~ "i:\"C:,'- G ,,'.' '", "I', "."...~' " ' ~" . ",: ~. .::'.;i -',;Pil '-, . \;r<~L:::tTJ.~.,~~tJ:~>,',:'.:\:'i'i"" ;'nata- ~"> h~. ",.,-i~,'\'~~t~ (-- , I:...' " "."~' · 1 - ~--....~ ~:-..:; .....- wa._ MftJJ :................' .~"" ._JtlIIIr:l~ I 10 I - o o 32 xlo j~rlI':"'uJw.~""""'" ~ 1 , , .':/. ~ '"." .,',' '. ,,", ."',': I', <,' . . " .' ; , ' ~ . - ,: ~., - ; '. ,~( ~ - : ;":" """""'"'" Z <(, :1:1- 1-15 ~::!E ~a uO cna ffl~i -"I- enLJ.. -0 ~~ <C- a:-" u.<C SQ~ :1:", 1-:1: ZI- ;::0 zl- w'" ::!E ;:)' :;ja' Uen 0- Cl!::: w'" :1:u 1-- ~13 z WOO u- I=~ o z r o o o o .. ( STATE OF WASHINGTON ( COUNTY ROAD ADMINISTRATION bOARD RURAL ARTERIAL PROGRAM REQUEST FOR PAYMENT COON" IEOUESTlIIG PAYMEN' S C/:J./ s i I I \ 1 I 1 ., ,I I I I I o o -rr RETUIlN PAYMENT TO 7.0 . "'b Oll. ,,, '2. 0 ADDRESS 012.\ To~s.E')J () WA q ~~~ STATE ZIP ...""':~"""~'" r OiJ 10 32 xl 0 t. 0 ;' . ~.IIIlIIIL , I -1JlIll~ ,- -- - LWWt!IIl ~ lld ....Jl . tIlILll JlIBL -t---~ .uJ --ma bd>... CITY PROJECT IWIE O~ BA-<r LOCAL CRP MMBER ~OB'Z- ~0'l"K:> 1P]?2OV~ M.? 8.'3'" ro PIlO.lECT "ER, 'AnElIT REQUEST . w(,,~ 0 / I FIlIAL IEQUEST? 11~ 5.~lD YES @ lID 0 TOTAL EIlPElIlIllUIIES Plllc:wt IlERIOOS TOTAL EXPElIlIllUIIES TMIS 1IE.IOO TOTAL EXPEIIDITIJIES TO DATE ELlGlILE EXPEllJlllUIIES TO DAYE PRELIM. ENGINEERING. RIGHT OF IIAY .. CONTRACT CONSTRUCTllII DAY LAIOA CONSTRUCTllII TOTAL . PRELIMINARY ENGINEERING IS ELlGIILE 'OR RAP 'UNDING IN YME PSIl. lEI, I seR TOTAL ELlGIILE '01 RATA TO DATE - lIGHT OF IlAY IS NOT ELI GlUE fOl RAP 'UllDING 1M AllY REGIOlI PllEVlllUS lATA PAMNTS INCLUDE CONSTRUCTllII ENGINEERING IN CONSTRUCTlOll EXPENDITUIlES lATA CLAIMED THIS PERIOD lD 00 I CERTIFY TNAY THE I<<lRK COVERED IY THIS VOUCHER HAS IEEN CllMl'LETED IN ACCORDANCE UITH THE IUIJECT PROJECT PLANS AND IPECIFlCATIOlI,. UClI'K-t.OER -.. I CERTifY TIlAT TIlE COSTS SItOlIII IN TNIS VOUCHER AIlE TRUE AIIlI CORRECT; TNE IIET NIOUIIT CLAIMED II DUE AMD PAYAIlLE nCII TME IURAL AIlTER IAL TRUST ACaJUWT Ul/DER TIIf TEItMS Of APPLlCAlLE LAIIS. IULES, IEGULATlOIIS AIIlI PllOCEDlllEl; 110 CUI" lIAS IEEN PllElUTED TO lIll 'AMNT IlADE '01 TIIf NIOUIIT '01 VlIICN II CLAIMED IlERElN; CLAIM DOEI IIOT EXCEED THE _AL AIlTEIIAL TIUST ACcaJIIT IWE Of TIlE COSTS 1M' CUUED TO DATE Of TNII CLAIM; AIID DOEI IIOT ENCEED TME maIMD ALLOCATlOlI '01 TMIS PlO.IECT; AIIlI I All AUTHORIZED TO IIGlI '01 CLAIIWlT. ~~~~. SIGNEE TITLE ACCOUIlTlNG CLASlIFlCATIDOI . 'OIl OFFICE USE lIILY 'UNCTlOII ,AC~T,::::.. : .. PtlDel ACT IlIJ "u ' ~:G//~L$" 'RrGISTERED ENGINEER IN CHARGE ID~'l J~I ATE GROUP APPROVED IT - o '.........,."., o .. ( ( Cf'oo.::.rz.. J;/"Ilic t.... c r;'b': Z <C . :1:1- ....~ ~~, "'U -"0 ~c ffl~1 -"I- enu.. -0 "'>- ::!EI- ~:::::; u..<l: !!l~ :1:w 1-:1: ZI- ;::c zl- '" w, ::!E;:) ;:)a' Uen c- a!::: "'w :1:u 1-- !!:13 z wen u- -:1: 13~ z STATE OF WASHINGTON COUNTY ROAD ADMINISTRATION BOARD RURAL ARTERIAL PROGRAM PROJECT NOTIFICATION WAC 136- I 70.030 Part ODe - Award 01 COD tract NotlllcatloD County: ~SO,J Name or Road: oA1C- ~ eo<a1'"::> From M.P.: 8.?O to M.P.: 9.s '-I Local CRP No.: c..!~081 2.- Project No.: ClS0C\90 I Work Order No.: I faD 79 0 7 -z.-. Contract Awarded To: t7cc; '"fflv/^f(j Address: Ro. B~ 4-( 00 ~6J-?&7??aV ~ Date Contract Awarded: 'BJZI /Iq'lc I~G, q 'Z..--- Engineer'. Estimate: S y32.,o17. '3 '-f Contract Amount: S '-VZ.7, ~ 30.{ .100 Part Two - Completion 01 Project NotlllcatloD Date or Completion: CJ 1/7 {''j9/ Project COlt Project FUDdlDI .,.. P.E. S R/W S Contract Constr. S Day Labor CODstr.$ qt,. ~CC .0<:..> 4'1'4 :;,~~: g ~ ~ RAP S 3<.. . <J 00. 0 C Local S '4Z:Z.000 .00 Federal S ..@' Other c."l. t9.? S /3'-1.000,00 Total S SQZ.4CO:C:O o Total S 5'1Z ..J.OO. 00 o By: I~t~~~~~~~;:;', , .,'!~",~, ~r ,~; :.'r.,i,:,;.i.~.;/. .,.' ~i" . ". I '':,:.,'I',,'! ,', .,;:.:,.:;. ",.t, 'or CRA"~fftce Un only - (="-;~~~ : ~~;; ~ ~: L . J U ~~ . I ~. ~ 1111111 0(,2 v III . rn.:.___ 'IT - i I L 1 I I I I I i I I I (', 10 ~~_.._- ~~. I o o I I ..~2 X 12. ..--- ............., Z <C . :cl- I-~ ~::!E ~B uO ena ffl~i -"I- en u.. -0 "'> ::!EI- <C- a:-" u..<C !Q~ :1:", 1-:1: ZI- ;::0 zl-, '" '" ::!E ;:)' ;:)a', Uen 0- a!::: "'''' :1:u 1-- !!:13 Z W(/'J u- 1= :1:, 01-, Z ".. o o ~ r~ l 0 - o o .. c. c~ s/2. '''4~ ~ ~"c;..Iln<I""S STATE OF WASHlNGTON COUNTY ROAD ADMINISTRATION BOARD RURAL ARTERIAL PROGRAM PROJECJ' AGREEMENT FOR CONSTRUCl10N PROPOSAL AUG 23 199U JEFFERSON COUN1 ." JRI II"' '^,"Ol.'<' ...,~" Project Number: 0569901 Submitting County: JEFFERSON Work Order Number: 16079U72 Name of Road: OAK BAY Approval Date: 04-18-90 M.P. &39 To &66 Local CRP Number: eRO 812 TOTAL AMOUNT OF AUTHORIZED RATA FUNDS: S 36,4DO IN CONSIDERA110N or.he allocation by the County Road AdminiStration Board (CRABoard)ofrurallr1cnat trust account (RATA) funds to the projet1 in the amount set out above, the county hereby agrees thai as condilion precedent to payment or any RATA funds aUocated a. any time to the aboYc rderenced project, it accepts and will comply with the terms or this agreement, bduding the terms and conditloni ... rorth in Cllpter 49. Lo.... or 1983, lit Ex. Scss, (RCW 36.79); the appliClble ",lea And "gull.lon, 01 the CRAIloanl (WAC 136-100 cuc.q.) and an representalions made to the CRABoard upon which the fund aUocatlon was basedj all or which arc familiar to and within Ihe knowledge or the county and arc incorporated herein and made a pari of this agrcement,.lthough not attached. The ofncer of Ihe county, by his/her signature below, hereby c.enifics on behalr of the county that matching fund, and other fUI,dI represented 10 be committed 10 the project ~1I be aval1ablc as neccu.ary to Implement the projected development of the pl'OjCC1 as let rorlh in the wnJilf\letlon pl'Oposal proopc<1us, and acknowledges that runcls hercby authorized an: ror the development or the coMt",ctlon propooal u delined by RCW 36.79. The county bereby agrees and ccnifics that: (1) I. II In compliance with Ihe proYislOM or WAC ch. 136-150 repnling ellglblllty ror RATA runcls, J( the county Is round aOI 10 be in compliance wUh the pl"OVislons of Dapter 150, such non-compliancc may be ause for the CRABoard to withdraw or deny the CertlliClte or Good Pnctlce or Ihlt County, (2) The project will be coMtl\lcted in Iccordance with 'he InrormlUon rurnished '0 the CRABolInI, Ind .he pllM and specifi. cations prepared by Ihe county engineer. (3) II will nOllfy the CRABoard when a contract bu been IIWIIrded and/or when con,tructlon hu ltarted, and when the project hu been completed, (4) It will reimburse Ihe RATA In Ihe event I prol""t poot ludll rc....1s Impropcr expendlturc 01 RATA runcls, tr the rosl~ of the nmlect exceed the .mnunt of RATA fund, 8uthorb:ed hy the CRARMrd.ltt fo~,and the required malchlng lundl and olher tunds repl'CMnled by the local Igency to be commllled 10 the proJect,.1hU2QLaenev will DIvali additional mIItl necelWlrv 10 comnlete Ihe nroieC't as luhmhled to the CRARonrd. IN CONSIOERATION or the prumiIU and perr~rmDncc or Ihe Slal'cd con\Sltlonl by the county, the CRABoard hereby _Pel 10 reimbune Ihe county rrom RATA runcls IlIocated, Ind not olhcrwUc. ror Its rclmburuble ...... not 10 exceed Ihe amounl above spulned, ~ CRARoard will relmhune Munrle, on the b.sl( or mnnthlv nl'Ol!Teu navment vouchers received and annf"C'lY'ed 91" It'dlvidual orolerls In the order In which they Ire rerelved in rhe CRA'Joard oflice. And luhleC1to the IVIIllahllily or RATA fund, ult'lortloned to the relrlon. Such obligation to rclmburse RATA runds erlend' only '0 proJ<<' ...... incuned arter the dl.e 01 prolcCl Ipp"""" by lhe CRABoard, April 18, 1990, ",15 .~ement IUf.lCf'C'edel all Drior aneemenlsluued ulln!:! the nmteM and work order nUmhp.R Hued a~ and Ihftll he valid and hlndlna: on Iv tr II I. limed and returned 10 .he CRARoIrd orncr' wllhin 4S daw or '11 m.llinR: hv the CRAnOllrd, COUN1Y ROAD ADMINISTRATION BOARD JEFFERSON COUN'IY: B~4~Ex~~ By: dlG~ e.~~ Dolc: ~ _::1..4- - q c::s if;//3;/9'd ODIc: c _ E'I(;,~ '-- .~ ""~l I_~_--"""'""-'- JJL FI ~ f ~, ; '1 ..... ~- --- 1 1 5 ~~, ! 1 j ! '; if 1 ~ ~ ! j } ;i 'I 1 J j I I. I I I r. 10 _~~~r - I o o ..:~ 32 X 10' .t:lIl 111I1' 'ID1:Iit . J ., 11II11II 1M III !Ill III IiIIIIIIIl iii II . . ..-:1 (I IIIIII!I IIIl .. .. III --= .. .... "",,'1 III . . -- BI -.. II ..- iI. .: - -- z <(. :1:1- I-~ a:: ::!E, <C ;:): "'u -"0 ua en ' [l ~i -"I- enu.. -0 w:>- ~!::: a::-" u..<C en;:) _0 :1:", 1-:1: ZI- ;::0 zl- w'" ::!E ;:), ~a' Uen 0- c!::: ww' :1:u 1-- !!:13 z wen u- ~~i o Z ,..' o o o o .. 0, <FORM_IOI,WKI> JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS PROJECT BUDGET WORKSHEET I UPDATED: PROJECT NAME' OAK BAY RD PROJECT NO,' CR0812 OBJ, # DESCRIPTION ,10 Salaries ,12 Overtime ,20 Benelils ,31 Supplies .41 Professional Services .43 Travel .44 Advertlsl ng ,45 Equipment Rental ,48 Repairs & Maintenance .49 Miscellaneous .51 Intergov, Prof, Services ,61 LandlRlght of Way ,62 Buildings & Structures .63 Other Improvements ,64 Machinery & Eoulpment ,65 Construction Projeets ,91 Interfund Prof, Services ,95 Interfund Equipment Rental TOTAL: PRIOR YEAR YEAR .....,,,,'" ~ (C) YEARS 1990 1991 YEARS $2,596 $17,272 $6.000 $282 $400 $1,161 $7,470 $2,040 I $44,693 $57,~~~ ~-- $1,O~~~'h.___l $138 $361 ') PROJ, COST $25,868 $682 $10,671 WORK BREAKDOWN .., (A) (B) $102,693 $20 $499 $4,000 $2,000 $2:00'0+----- 1-- -. $410,000 $240,000 __~.170,OOO $8 $48,596 PRIOR YEARS $7 $324,412 YEAR 1990 $15 $554,448 COST SUMMARY $181,440 YEAR 1991 $0 $0 I PROJECT FUNDING SOURCE LOCAL.., ROAD FUNDS $0 REMAINING YEARS $0 WORI< BREAK DOWN FROM ABOVE AMOUNT $515,908 (A) STATE... -- ----- ---- ,------- _._-,,---- --- - ----- ---,- R.A.P, $36,400 (B) , FEDERAL.., o (C) -----1-- -- --1---- ,- =r =t - -1---- $0 ___--...!Q.. __--!Q. DATE: DATE: =-------.- DATE: $552,306 $0 TOTAL PROJECT COST $0 ACCOUNTING: PREPARED BY: CHECKED BY: APPROVED BY: o c Or.1~ '" 10 32 X I 0 :1.\',' ,-" 'ia_"~"IHi "', ."'<"';':", > " ' ,':;,:: ':'" I,;,', ':", ~\ :f,':- ':\(:',,:..,,:',:>:, .,-::t: , I',! > :,','; ,i ": :-- :,/,' :<,," ,:':':,~.", "\: ~,,:,,:.. : }" '::,,: ?7;:";''','',Ii,,;,.';,''':';''':',,::' 'i '\,:'::.., ,,::J,,:''i;.,1 ,:': "','::':-: o o .. z <( , :1:1- .....ai cc:2 <C;:) "'u -"0 Uo ~ UJ\ w:1: -"I- Cf)u.. -0 "'>- ::!EI- <(- cc-" u..<( ~a :1:", 1-:1: ZI- ;::0 zl- '" w ::!E:J :JO Uen 0- al- "'Uj :cu 1-- !!:13 z wen u- -J: 13t- Z Affidavit J Publication !JTATE Of WASHINGTONI COUNTY Of JEffERSONI FRANK w, CARRfO. b.'1'I9 ,wOln. \OYI h, 'I Ih, puDl,\hl/ ,.~f rh. Port Jo....nt.ndJhlf.'Hln Counl)' llad." a ....111.,. n......)pcp., .....hich nOI b..." urubl"h..d, publllh,d H\ lhe Engllfh lanq\log., and cir(ulal,d '00'''''''0",1., al Q ....ldy "....,po...., .' "T nd, In lood (oum)' ond SIO'I, 01'10101 ~ " Inon llA 161 mo"'''' ,I'll NOllu h".,o at. Oil.! Pari TO"''''lnd/J.HIfUM Ca..flIY day at Jun. 1941, Oppto."d en 0 1'901 lOt Co"," ollold J.H."on Counl.,. and ., oj Ih, STATE OF WASHINGTON COUNTY OF JEFFERSON In the mettar 01: Raviling a county projact dfJIIlgnltOd eeCIl0812, RESOLUTION NO. 101-$0 ' IT IS HEREBY RESOLVEDlhat Oak Bay Road, Road Log No, 5699081ro';; M.P. 8,20 10 M.P. 9,61 be improved as,lollows: '. Resurfaced with A.C.. widening and resurfacing shoulder., improve pedestrian facilities, provide bus pull outs. provide right turn tapars al Swa".onville Road, Admirally Way; Paradise Road. provid. lah turn channellzatinn and IlIuminization at Paradise Road. ' , IT IS FURTHER RESOLVED thai an appropriation frem the officially adopted roud fund budgel and based on Ihe County Engineer', estimate Is hereby made in the amounts and for Ihe purposa shown: PREVIOUS PRESENt PURPOSE APPROPRIATION APPROPRIATION Engineering $ 94.300,00 $ 96,400,00 Right of Way , Acquisition $ 14.600,00 $ 1;300,00 Sub.Tolal' $108,900,00 $ 97,700,00 Col1struction: Conlracl $462,100.00 $457.000,00 (36.400,00 . R,A.P., 55,500.00 Pope Ras, 8< Joff. Transil) $554.700,00 (36,400,00 R,A,P" 5&,500,00 Popo Ras,. & Jorf, Transit) :This projoclls included in the officiallv odopled annusl rood progrllrn\" a.~t~m No.4. . , , ' )T IS FURTHER HESOLVEDlhot: Thoconstrucllon Is tobo nccomplishelj by'conlroC! in nccordonce with R.C,W. 36.77,020 al. soq, :PASSED AND ADOPTED THIS 8TH DAY OF OCTOBER. 1990, eqARD OF JEFFERSON COUNTY COMMISSIONERS Goorgo C, Brown, ChAirman B,o;, Brown, Mornbor LArry W. Dannlson, Mombor SEi!lL: A T!TEST: Lo~nll L. De/nnay. Clork of tho Iloord J" 0' #101-90 .gl.llar and "1111'. '''1,1. of IQIIJ pop., IlIelf 1\1 Ih.,,,al 101 Q pltHod ",I ... Td'rAL __con,.,u"'u ......... b.glnnu'9 on ,h. $561.000,00 do, ol_,_O_<:U:_Q.b_€1.:r:::, IO,_.2..Q.. o hallUll' ".....,pup., wal ,.uvlo/I, di,"ibvl.d '""'""~ uU!.If ,h., p./lod Ihol th. 'ullllmounl ~~7. ho. ~~~:~~,J)O 1""'; f _ (1~-ftL..-~ 2366 10.24/ SUblCflh.d nnd "'Iff)'" 10 b.jo'if m. 'h'I_~.~~lA'1 of j,;:.... ____ __._,___9C.~ClJ:.~E__ ____, I 0 ...9_~ '\ .J _, ~',/ ,/l/,I c:.d:.l/ ,,1.,6..I.1.:Ii.. '-, ::-~Jll~(.lICI:y' - . ~;t NolCuy P...t.lt.r' and IQr ,.... !ala" oj () Wm"'^QIIln, ,,,,dln~ al HQ"ladl jIOlij.,,- ~ -- ~ o o -- -.... l~l ~ . nl l~ -- -..-- -- .- - - - o o o I o (J I [] 3.~!. X ; 0 --:'"~~.-"_Ld~l tlJ&lIiIIlllIr--_1L ... ~ -- z <C . :1:1- I-~ a: ::!E, <C ;:), "'u -"0 uc en , ~ ~....- - c ("'-"o-'-~ - . I_'M' II. o o .. Affidavit '- Publication STATE OF WASHINGTONj COUNTY OF JEffERSONI FRANK W. CARRfD. being '....01". lay, h. It ,h. p""bl.lh., of ,h. POri To....."'.ndJJ.H."on COlolnry Laodel, 0 _nld." "......pop., which hot bun a'labli,hed. pllbli,h.d In ,h. e"9"fh language and ,j,cloIlol.d (0""""'011111' 01 0 ....illy ".w'pa..... in Ih.,O...." 01 POlt Town.and, In lOld COl.lnty and S'OI., ana fOI 981111I101 circulation in loid coun''I lor mal. IhOl1 Ii.. (01 monlnl pnut '0 ,h. dOl. olth. Ii,,, p\lblicollol'l olrhll NotlC. h.f.'Q at. lack..d, Gnd ,hgl Ih. laid Po" Townt.ndlJ.H."on COllnl, lead.r WOI on lh. 271h do.,. 0' Jlln. 194 I, approved 01 a '''gol "e..'pop.' by Ih. SlIp.flOl Cou" of .uid J.H.n"," Co...".)', ond lhol onn....d i. ".... cop, of ,h. Resolution #101-90 CR0812 Oak Bay Road Rod Log #569908 al il apper:u.d in ,h. "gulnt and Illli,. iuu. allaid pap.' il..1f and nOI in n luppl.m.n, ,h.f.O' 10' a period of two _con"cloIri"'. w..h, beginning on th. 17t1L-_day al_~. IQ-2.Q., and .nding an ,h. 2 4 tbuay al Dc tobs r ,rP..L-. and fhal .aid MwtpOp., WOI 'IQulall)' di",ibuled to III lubmibell during all of Ihi, p.riod. rhQllh. lull omounl .1 SJ.J.O,..o.o_ha' bunpa,d in lull, 7J'. ,al..1 $$,$0 p.' ,alumn inch In~ ;n'."'il.),..1W- Sublcrib.d and 1..lun '0 b.fo,. m. 'hl.2 4 tYa, of __, 9.9.to~_. IQ~. _Uf.~~,.?;ibf.~& :,~,';f,*/ U WcnI\I"Qlon, ,e..dlng Of HOdloclt., l'Q"pq"1 ) :'''-....,.:',<.... '-, ;'~A'\I .~..l~:' .,d22:-~i(\ :J 1I11llll!l.............1l...~ ~ I" !'q-'I';~~~~ o e t o 10 .....~-- - I o o 32X I 0 '1Mli_ .~lil -1ilIIIl N, onc, ETO,CONTRAcT,O" Ri" ,,,, . CALL FOR BIDS;':' "- , , C.R.P.812 ,',' ;' .,,'.' . ,",NonCE Is hereby given that the, board of, County Commissioners ,of Jefferson County, State of WaShing. ton. willrecelvesealedblC:supunlillhe hour 'of ,1 0:30a.m.;' Monday. August 20. 1990 at the, office of the County Coml11lssloners;, Courthouse. Port Townsend, Washington 9836S, and wlllbethen and there opened and read I publicly after that date and time for construction of Improvements to 1.4t miles of Oak Bay Road, County Road No. 56990S. from M.P, 8,20 to 9.61, 0.19 miles' of Swanson vi lie Road, County,road No; 514009, from M.P. 3,02 ,to ,3,21, 0.10 miles of Walker Way. County road no, 510009,from M,P, 0.00 to 0.1 O. 0,10 miles of Osprey' Ridge ",ad, County Road No. 51 01 09, from M,P.O.OOto 0,1 O;and 0.19, miles of Paradise Bay, Road, County Road' No. 503609; from M,P, 0.00 to 0.19,ln Jefferson County, by grading, draln- IQg. sanitary sewer Installation, minor widening of : shoulders.' paving and overlaylng;provlde lelltum channel,l- zatlon and illumination atlhe Oak Bay- Paradise Bay-Osprey Ridge Roads' Intersection. and various otherwork as described In the contract documents, Major Items of work Include, Clear- Ing and Grubbing, Removing AsphaU Concrete Pavement, Roadway Exca- vation, Embankment : Compaction, Water, Gravel Base, Crushed Surfac. Ing TopCourse, Installing Culvert Pipe In various Diameters, Installlng Sanl. tary sewer Pipe; Asphalt Concrete Pavement Class e, (Wearing), Asphalt Concrete Pavoment for Prelevellng Class B. Installing Guard Rail, Paint Stripe, Traffic Cont",1 Labor, Illumine' tlon systom. soodlng andfertlllzlng.. Bids shall besubmllledlnaccor. dance wllhthe plans and, speclfica. tlons on file at the officII 01 the Director of Public Works, Courthouse, Port Townsend. Washlngton,where cop' les may be obtained by. depositing $25,00, The deposit will be refunded If the plans and speclficallons are re. turned In good condition within 1 0 days of bid opening, '. ' ":' ;r" Each bid shall beaccom~nled by a ,surety bond,: postal ,money order. I cash, cashlerschBckorcOrtlfiadcheck payable to the Troasurer of Jofferson County In the sumo' 5% of the bid amount, ,to be .forfeited to Jefferson County by the succossful blddor If he falls to enter Into a contract and file an acceptable suroty bond In tho amount 01 100% o. tho contract price within ton (f 0) days 01 the award. Tho board 01 County Coml11lssloflore rosorves the rlghttoreJeCl any and all bids, and to accoptlho bid deomod moet advanta- gociiJs 10Jolferson County I1nd to" walv alllnformallllos In tho bidding, Dated this 6th day of August, 1000. BOARD OF JEFFERSON COUN COMMISSIONERS ,i" GOOIllO c. Brown"Chalrman)" .' , '. : ";,'" ',:.;",22106.'15 ..-~'_I"".:-""-~~ ~ i,7A1~}a.~~"li! Z <l: ' :1:1- f-~ a:::!E <C;:) "'u -"0 ~c Ul '" I '" :1:' -"I- enu.. -0 ~~ <C- a:-" u..<l: en::l _0 ;::~ ZI- ;::0 zl- "'''' ::!E::l ;:)a Uen 0- a!::: "'''' :1:u 1-- !!:13 z WOO U- -:1: 13t- Z ,.. o o - L \. o o .. Affidavit of ~)Iicction STATE Of WASHINGTON) COUNTY Of JEffERSON) fRANK w. GARRED. b.lng '....orn. '0.,.$ h. 01 ,h. p...bluh.' of Ih. Pari TowRlend/hHenon (ounry Lead.,. a _..611.,. "ew'pap.' which ho. b.." ...abJi,h.d. pl,lbl"had In Ih. Enghfh languog. and circulated con'lnuouily 01 0 ........1, "awlpo",.' in lh. law" of Pori Town..nd. In "lid Co....n'.,. and 5to,.. ana 101 g.n.rol citc"lotion in loid counly for more Ihon ". 10) mol''''' ptlO' 10 lh. dOl. o' ,h. lint publlcotlon 0' ,he NOli'. h.f.IO ot. loch.d. and lhol 1h. .aid Pon T a.IlI.nd/bH.ngn Caul'" leod., WI,U on lh. 271h doy 01 Jun. 19. I, oppro....d 01 0 I_gal "......pOp., by th. Sup.rior Courl Q~ IOld I.Hauon Counl7. and that onn....d i. Itu. copy of lh. Call for Bids Notice to Contractors CRP 812 01 it appear.d in th. r.gular and .n,i,. inu. oj ,aid pap.r ill. I' and nal in a ,uppl.m.n"h.,.allar a p.riad of two (an,.c",.i.... "",..k.. b.ginning an Ih. 8 th da, af Augus t . 19.2.Q...., and .nding an Ih.15 t hdal" of Auqust 19~. and thaI ,aid MWlpap.' "",a,r.o",lo,l'I di",ibul.d 10 jh lublC,ib." du,ing all of Ihi, p.,iad. ThaI th. 1",11 amal","l Sub,"ibed ond ,""'orn 'a b.fo'. me Ihi, 15 t ~oy 01 August , 19~ (f~/r-~1 r-i 'ii' ~Nl"'~ / No,a,y Public".n onlffat ,he Sial. of , Wo,hinQlon, r.'ldlng 0' Hodlo,k o :: o ~ _u^" "'1IIIIIS.lntt:./IIllII - J>Jl:II .1[ _ o ~.- ...JIMiiiiO o o ( - 10 I o o _....<:h.... ---04 JLtlr'~~L ~ 32Xlo v- .~ Z <C . :1:1- I-~ 0:<( ::!E, ::J, "'u dg ~w; '" :1:! -" 1-' enLL -0 "'> ::!EI- <C- 0:-" u..<C en::J _0 :1:", 1-:1: ZI- ;::0 zt- ~ ~! ;:) a, Uen o- at: "'''' :1:u t;:f= _0 z wen U- -::t: 131- Z .,.. o o .I.lIl - ( - o o \ C'i.IS I t. /.J,.ea ,P&SO..T'OoJ:> 29252 ~efferson County Public Works STATE OF WASHINGTON. KING COUNTY -ss, JeffersOIl. Coilnty;~1 Road Improvements ,r;~ . O' """")::1 , ",,";;:n~ c. .. ',:_',":'--::';1':( B~~~~~~~btE~~~~~~i of,," Jefferson, ~unty, --, State" ,'of!c Washington will ,receive sealeli' bids u~unth,the hou~'of 10:3<Y' ~t'M;"C)fi1~:~n:"U&~~t~'c~~& mlssloners..,-Courthouse.:' Pottl::! Townsend." ." Washington.'. 98368;-01 a III , be, then ,and " there '" o t:'l.~.rtt:'f~g;~~~t~~':j. im rove "1.41"" Roa'~~ ~~~~~ it'0~SI'8 "lJA19~.i from M;' . , I, .1 mile :of Walker ax. t Ro4 Nol") '5100091',;from'M,.P .10f'!, 0.10 m Ie of Os~re 2di;' ~~'ll\to,JJ~~do.18;and ~,' ,fl,r3I::1~83~o"l.f~:' .... '; to 0,19; In' Jeffenoi. counW~~I, f:~~~Ylo( ~l\ri~~~lS:~ll ~~ra~\~h~p l:1lf~~c3,~:f; nellzl\tFon ,illumination a,t' 'the Oak'Ba'~ aradise Bay-Od.' ~~l:"~~~s gr~:;,I:~e,,~~I~~t,;. scribed, .1" )~ec"ntract doell' I, _m,~n~QjO~,lte~ of ~o'rk '1~~1~d~;::1 ,'Clearing and".Grqbblns,'"Rl!''' movins.,.Amhalt"Concrete " ; ~~~~,mi:~'~~~-::~~~&~~~ttl; '" t1on~,~r Watet,'(, Grave,!l:,l;',Baso~~~: Crushed: '"","u rfacln~;'. ',TCJp I- ','. ~rp.u:r~V~Wg~~lg~et~}.Vl~ri stalling Sanitary, Sewet)PI~"; Aspbalt "Concrete,.Pavemeil ','~ g~scs~~;~Wvea' Itj ellnF, ClassB{'1 :, Rnl ,PaintS ripe, ,'; i~~Vs~~~tn~I~':,':llp: Ii Bids shall be submit l.l cordoneD 'with ',the' I II sl'oclflcntlons on file a ~f tho D1rector~;;i:$-OWn,.na i, ere e . \~ a~;r nte{ returne n Ith\ Ibni~c~'l,1~ ~hall t~g~~~::'~~;';I;c1' yo suraty bond, postal mont!)'l ordarl cash, cnshlor':\,checkor' fi.a~J~uar~r".li"J':ife~':. ~~Jgti~~, tha .um or 5% of the bid amount, l~ Wr~~aJ~~~~~si~lfgrn~~frf\'\; lrl~~~oa~~a~~~\o : c::,~trgg~~~~ tha amaunr af 180~orthe con. Ih~C~t~~3~~~I~~:~d(~O( 8g~~rf Commissioners - rosorvos th~ right to raJcct nny and nil bids, IInd to aecapt tho bid doomOD 3'ost advantngoous to Jo(faradn' m~~~J~~lf~6~~~~;:IOfln,~~: dB~I~~J ' ' ~. ",8i.t ' l 'i ntRe; ,>; marcol'. ,u , s. ' 'lGllI "">111 j:J:i"i::''''l:~''i}l',u' ~~,!:6~lB ~6 C" '~,....., ..,.--- i: ......LK.II~~ l-'l...........- ~ No, Affidavit of Publication The undersigned. on oath states that he is an authorized representalive of The Daily Journal of Commerce. a daily newspaper. which newspaper is a lcgal newspaper of general circulation and it is now and has been for more than six months prior to the date of publication hereinafter referred to, published in the English language continuously as a daily newspaper in Seattle, King Counly. Washington, and it is now and during all of said time was printed in an office maintained at the aforesaid place of publication of this newspaper. The Daily Journal of Commerce was on the 12th day of June. 1941. approved as a legal newspaper by the Superior Court of King County, The no lice in the exact form annexed, was published in regular issucs of The Daily Journal of Commerce, which was regularly distributed to its subscribers during the below stated period. The annexed notice, a BIC IMPROVS-JEFFERSON CTY RDS was published on 08/09/';"0 08/14/90 The amount of Ihc fee charged for the foregoing publication is the sum of $ been id in full. o :>> 'UIJ JlJIrn____ - '...'.;, '-,. .,C' ''''1 iI- ..l.III.... 1 ~ - \ I \ 1 \ 1 1 I I <" 10 ~..........-...,..' . - I o o - 32 X I 0 UJmlU.-;l;. ........1_ -- T o o - 2 <( . :1:1- f-ifj a:::!E <(;:) "'U ..JO ~a (/) UJ ~ L1J :I:i -"I- tflu.. -0 "':>- ::<1- <(- a:-" u.<( tfl;:) _0 :1:", 1-:1: 21- ;::0 zl- '" '" ::<;:) :;)a Uen 0- a!::: "'''' :1:u 1-- !!:13 z W(/) U- i=~ o z Affida~" of Publication STATE OF WASHINGTON) COUNTY OF JEFFERSON) H. ..._ ,;.R_ANK w. GARREO. being sworn, \oys he is Ihe publisher 01 N& ON/""'NTY OF JIFf~ - - - ~ndfJelferson County leader, a weekly Sf ATE OF WASHI ,'"UU .UYVn _ lOI been established, published in the English In the nlutttr of: RnIslng a Coultly proIId cItsIg~ II (10112. . 1Tloled conli.nuo~sly as a weekly newspaper RESOLUTION NO. 116-19 -:' _ _ lown~end' In said County and Slole. and for d d L N In sO.ld (Ounl.y for more rhon ,il( {6} monlns IT IS HEREB,Y ,RESOLVED th at,Oak,llaY", ROO, ,Roo, Og, 0.56990 8, 'h.I"~tp"br,co';oool'h.No';,,h...,oo" from M.P. 8.20 to M.P. 9.61 be Improved 01 follow.:., - _ '~\d'd Port Townsend/Jefferson Coun'y Resurfaced with A.C., ~ widening and _ surfacing'shoulde,., improve ~ u~eri:: t!~~r~:; ~:.~ l(,~provCd as a legal ped,e strian lacllitl.s! prOVide, b,US pull outs",p',r,oViderlght ,~rn ta,p".,.. at swan.:lcop, of ,h. ,. '''00 O""",ood sanvlll. Rd., Admiralty Way, Paradis., R~., pravldela~lurn channelization ~ and illumination at Paradise Rd, , .'" " IT IS FURTHER RESOLVED that an approprlatlon'from the oHiclally~ n #116-B9 adopt.d road fund budget and, based an the County En,Sln..r's .stlmate is :;,' hereby mad. In the amounts and lor th. purpo.. shown, ;, d Purpose Pr.vlous Pre...t \~oa Appropriation Appropriation l.'~,ii:1I' ,# 56 990 8 Engineering 525,000.00 594,300.00 WI . Right 01 Way ;1' Acquisition $20,000.00 $ 14,600,00 Sub.Total $45,000.Ou $10B;IJ00.00 ~ Construction: $230,000.00 $452,100,00 !~~ Contract ,;!, TOTAL $275,000.00 $561,;,<00.00, 1\'. .. . . ular and enlira iuuo of ,aid pnper jholf This proJect Is Included In the oHlclally adopt.d annud ,Dad program as ~:' t th.roo' 10' 0 p.rlod of Item No. B. ,~ , ~: j;j' IT IS FURTHER RESOLVED thaI: i ~\' . co",,,",;,, w..k., b.g;oo;og oo,h. The construction Is to be accompllsh.d by contractl' occordanca with il~ R.C.W. 36.77.020 et. seq.,:, r PASSED AND ADOPTED THIS 4th DAY OF O.cemb~r19B9. ;1~ I. SEAL: ' Ii BOARD OF JEFFERSON COUNTY COMMISSIONER'S Georg. C. Brown, Chairman, ~l B.G, Brown, Member ,,~ Larry W, Dannlson, Member \'\ ATTEST: " Lorna Dalanuy, CI.rk 01 the Board ' r o _I2-~ce,mb~r December B9 , 19, l~j:r,i~Pp":r~d~ rr"h9o~'~h~ ,~:i'~~~~on~ o bOM'poid inl"rr,'~" ,.,'0,',.,,01 $$,'50 ol"rllon. . .. '/ Cv. ,I<: .~J 1751 12.13 Sulactlhed Clnd 'worn In twIn/II nlll Ihl$,~,~ ~ ,11ny af Docember 89 , ' '",. J9 . c~tLr...t.Lt.Le.(L, :>f? ~L t,~~; ..'j Notory P.ublle in nnd for Ihlt StOlfl of W",hlnOlon. r",idino 01 tiodlodL .,~....._'l~"""'" o~ L 0 ~ - o o o ~iJ - I o o 32 X ~ fJ 17 - Z <C . :1:1- I-~ C;S::!E. Ui ::>, -"u uO en c, ffl !i!i -"I- enu. -0 ~~ ~:::::; u..<C en;:) _0 :1:w 1-:1: Zl- ;::0 zl- '" '" ::!E ;:)1 ;:)c\ Uen 0- cl- w~) :1:u, ~i3 z wen u- - :1:' 13 '"'1 z' :r - ,0 o c--;-- -- __ ..a...~ .,~-_. LI o o .. o -~ - ::::.~, ~",I~~......,~.......---- --~.-- .._"-----~-~--~~_.._-~-..- c C'\' J:' RECEIVED JAN 291990 JEFFERSON COUNTY PUBLIC WORKS DEPT. -.,.., '~(i~ ;:~~.':;";;i),I<> .', 10 ...' "~"~~~~1Mi -~; "Ill"'_~'" i~!,UL' '~~d6L "'LL~'~~::!""~; l1L_""^~~~a 32Xlo LIIIlIIfWIIl - [ -q alil..llllillltll:.1ll-- o (;) I o o r ............ Z <( . :1:f- I-~ ~~. "'u -"0 ~a ffl~1 -"I- enu.. -0 ~~ ~:::::; u.<C ~~ :1:", 1-:1: ZI- ;::0 zl- '" "', ::!E ;:), :::to\ Uen 0- a!::: "'''' :1:u 1-- !!:13 Z wen u- -:1: 13~ Z ,.. o o (. 0 __.aJ.... I J _ o o .. (, Affida(' of Publication STATE OF WASHINl..luNI COUNTY OF JEFFERSON) 1 , FRANK W. GARREO, being Iworn, 10'1'1 he illh. publisher c.t ,he Port Townlend/Jeffenon County leader, a weellly newspoper which has been ..tablished. published in ,h. Englilh language and circula,ed continuously 01 a .......kly n."''''pap.r in_lh.,IOW~ of.~~r!To~nutnd. in laid CounfY and Slale, and lor STATE OFWASIIIi'lGTON 'COUNTY, Of JEfFERsoN2" i :, ,:;:;',}'::':'I cO'"'r 10' mo,. ,ho" ,;, 16) mo",h, , ',. I~-th.: ~a~~u,of::~lslng,- G, coU~tY ~~IIct_ ~li~~~I":~O'81~.fi,}~,:~)./;;~;';./'~;~Pp~~I,ca~~O;n~~~~~J~/f~l:;o~e~~~~~ IW 'IS HEREBY. R6riL~Di~~;\~~~~~<<:a~ORl::~~g ~o, S6~9~Vft~~1M::~':r~f~!;~~,i ~:;~ 'j.fr.~:~~Cdo~~,~:';"~ 8;30 toM.P.9.S1 bedmproved as follows: ",'.,",/:'>'""",.';,'<,.":",,.,,:,,,,,:,;,,i',','1 Resurface with AC. Including shoulders, dralnoge Improve",ents.>!,nd chan., # 2 9 - 89 nelization.:: Co, ,';'",'l /" ::>;, ,':, ,'~ ":!' ':: ',- ""..',: :.' ;,l.,,' ',""'i:'::::;',"<;'>':' ,,,,;'~',,<~;,\:::'~'i,,~}.':I,,','\',,:;'>.,:~?':J IT IS FURTHER RESOLVED that an ap!,ro!,rlation from the officlally,adopte~rciadl fund budget and based OQ the county engineer's estlmot~ I~ hereby!"ade.,inid the amounts and'forthe'purposeshown:" " . ",,' ",':,-",;.\,:.!,:";il Purpos., Pr.vlous Approprlallen Prese~t App~rlo"on Engineering',':','" 0, 'i($~~,009.0,~ Right of Way ','''', ,,,,;,,,,;,":,:k ,'it Acquisition 0, 20,000.00 Sub.Totol 0 4S,000,00";,, Construcllon: ~O: 230,1l00,00Y~, X Contract' " I , "',j '".; '.I, '. . ,,,.,j.. TOTAL :,' ." ,,:0;:,: 27S;0()0.00;': X Thlsprolectls, Included In the officially adopted a~nualroc:ldpr~g;!,rri'al a' o"d oM;" ;nuo 01 ,old popo, ;"011 Item No 8, ,,', ',__ '. ,',"_ '/'.,' , :' ',: ""..",..,>,_",:,:"",:."',,,,' "<,!;"~,,.:,,,::~ oreoffor a period 01 IT ISfURTHER RESOLVED thai: , ":",:, ,:.,;)"l:;,i;,~;; X The construction I, to be. accompllsh~d, by contract ,In accordani:e,'~lth co"ocu,;'o wool., b.g'""i"g 0" ,h. R.C.W. 36.77.020 et. seq.' ,,' "";,.,:,:,::'"",, ,,',',' "'.'::i~:' PASSED AND ADOPTED THIS 10th DAY Of APRIL, 1989. '..,"":,,';,,,;''':':i,:;,;;, 1 April 1989 Board of JeffersonCounly Co,. 1,..loners,o ,-----".---'. -, '.."..' Geor~e C. BrCl'N,~i;~ha!fin~n~:n Apr il , B,G.Bro~n,.M.mbef ,_-Jay 01___... m'..'.._.,_.. 'larryW, D.nnli~n!M&inber 'Attest: Lorna L', Del~rle~",~lerk',()f, the:B~,~~rd /':~',:1!~~~i5~~,j;li~~~?~~7,~~JII~;:~I~Pp.:,~d~ 'fh9a~I%~f~;;I~i~~~n~ of S _ 4..tL_9_9_...h, o. bo" poid I" '~III' O} . '01. 01 S5,50 po, ,olum" loch 1"]-07 1",",,10", /) ----.::1kt!!.-/JJ.. - f-://I!l Sublcrlb.d and ,...,or" to h,for. mo thll.19 thloy 01 _,_..,.._____.."'."... ",,l\pr,il , 1989 ~~,~~ Wmhlnn'on, 'eliding at Hndlo,k ,..::':~_""~'"~ ToO .~ , O. :)" '., ~~lII--.!11tlll.a"IJ.~,u-"-':::~~L1 .: - LIl.l!!ll'l...... o o o l. 10 LA: ~..:......r I o o "'JII I I I I I 32X 1,9. ...-...... U~11:l ::= ...- z <( . :1:1- t-~ ~ ~; Wu do 'A a (, RECEIVED JAN 291990 JEFFERSON COUNTY PUBLIC WORKS DEPT, o o .. Affiday'\ of Publication STATE OF WASHIN'G,VNI COUNTY OF JEFFERSON) FRANK W. GARRED, being Iworn, lOYl h. is th. publisher "I Ih. Port Townsend/Jefferson Count)' Leader. Q weekly new'pap.r which has been ."abli,hed, publhhed in lh. English language and circulated continuously as o. weekly ".w.pap.' in Ihe rown of Pori Townsend. in laid County and S'or., and for general circularion in said counly for more Ihan ,i. (6) month. prior 10 ,h. do'. of Ih. fim publication of ,h. NOlie. he'8'0 at. loched, and thaI ,h. loid Port Townsend/Jeff.rlon Caunty ~:c;,~;~;:::; ,'~: ;:~~r~~{ CO~~r~:; :~~ lj.ff.~;~~"cdo~~t~~.agn~ Ihol anne;JIed i, true COpy of th. Resolution #29-89 CR0812 Oak Bay Road 01 it appeared in the r.gular and .ntir.luu. of said paper jh.lt and not In a suppl.mentlher.of for Q period of ~ one ____o__consecutlvo weekl, begin nino on the 19th _day a'_~~~~_., 19~,~._., and .nding on ,h. 19 tlJay aL_~,~~_~_ ___,... , I'L8.9_. and thai sold newlpaper was reoula,l)' dluribu'od 10 IlIlublc,ib.n during 011 of this period. ThaI th. full amount 01 s-1..'!~P_,_ho. b..n paid In~UII' Q . rat. alS5'5,O, p.r column Inc~~c Ins.rtlon,' n '-' -(~.e.If..j)J, -rp-:,v.r!I.. p,""" Sub",lbed and\wa~~"lo, b.far. me Ihh,~9thia)' of ______,_,.,__,LJ.l.pr,iL., ,1989 ~'-~~ . . NotfH)" ~brrc:' in and fa, the 51011 01 Wnshlnglon, r..ldino nt Hadlo(~, (~~~..- , [ " ,,"';'!~~l~L ';'~:.~~~. ....~ ----.............. ilII:II.lb..~ 111:1& b<L... .11 Jkllil.M . ..... ~ ~: "';"-~.Ib..dSlil.-'-" e C:J) .' , ,', ~"'. ~ ,,,..,,~~..".,;o..,.. t,L.;. J f o o ~' .......,', , o 10 -.., ~",- , ............:~. I o o 32 X 10 ....] It!' ' ~.lL ~- -- I Z <C . :1:1- I-~ ~::!E; ~BY uO en ~t ~~\ enu.. -0 ~~ ~:::::; u..<C en;:) _0 :1:w 1-:1: ZI- ;::0 zl- w"', ::!E ;:)' ;:)c' Uen 0- al- w~' :1:u ~~ z wen u- i= :1:1- ; 0' Z ,.,. o o c o o .. RECEIVED MAY 31 1989 JEFFERSON COUNTY PUBLIC WOR/<S DEPT. C'---o----"-' ~.,'" ~., f,,~:';';,~,;;":" ~ ~ ....'~ r L I>lIIllIIdIl\! ..............".. I ' "';:i;,i~:il;,;:~::,~:;,"t' :::',,r81:;;Y.~;(<\,:'::~.:,:' ':':::'.,::. -."I:df't\{4~rJ" 'R'l"j o o ft, , o 10 ..... I o o 32X 10 '.... u ." _.. _w. " . . . :' ~ ...,' . w ,', ~" J.. j' - " '\.', , I ~ ".': . ' ; " , , " ,: ~ . . . ::) " , " I ;' T , I ' , "' ': -, I ~ t ' '.,; '- , ~ . "., r.. ',.. , ~~ Z <C ' :1:1- I-~ O:::!E 4:;:) "'u -"0 Ua en ' en "', w :J:l -"I- cnu.. -0 "'>- ::<1- <C- 0:-" u..<C ~~ :1:", 1-:1: ZI- ;::0 zl- "'''' ::!E;:) ::>a Uen 0- al- "'''' :1:u 1-- !!:13 z wen U- f=~ o z .,. o o I \... ~li (',' .' DOEIMINATION Of 1IOM-5I6HIFKAN<E ANI) lEAD AWKY $flTUS $fATE ,Of , if, '. ." IVlRONMlNTAL ,fOIICY ACT DATE, DocemlMi 4, 1989 ' " '.' DESCRIPTION OF PROPOSAL,The proP'i'salls Ite~ ....0;>2 ohhel990, Annual Construction Program,. Qalc., Boy Road, from Swansonvllle Rd.',to Parodlse Rd.; located In the SW14 of Section 9; Government Lots 1 &' 2 of Section 16, ond the NE \4 of the NE \4 and Governmont Loti of Section 17, T. 28 N.', Ri 1 E;; W.M. The pro- posalls to overlay the exlatlng road. : way with aaphalt cement !lavemant, ' widen and lurface 'Ihoulderl, 'I relacatepedeatrlan fadlltlel, chan- n.llzatlon and lIIumlncitlon of ther Oalc Bay.Paradlse, Roada Int.rsec- tlon,and the addition of Bua Pullouts. PROPONENT:J.ffe"on.' County Dopartment of Public Workl, NOTICE OF LEAD AGENCY,Jeffer. Ion County'lt thel.ad age~cy ft.. thll ~~;laCIE 'O,FNON~SIGNI~,~J CANCE, Jeffe"on County haa deter-, mined that the' above 'described pro. i posal would not hav~.i~,. probable I slgnlflcant adve",e Imp,acti~!' the en. vlronment and envl,ronnientallmpact stat.ment Is not requlr.i1,jj~CM,r R.CW 43,21C,030 (211c), Thl. decision was made after review of completed. en- vlronmental checkll.t. and olher.ln- \ formation on flle wllh tho I.ad agen- C!OMMENT PERIODdhere II no comment period far ,hi. DNS, George C; Brawn/Chairman Jefferson County Baard I, ' of Camml.llon.". .", '. 1 13 . 1?48 2. o o - ;~ -~'~l "I, J ,~ ':! :# a ,1 ij I 1 ~ 1 Determination of Non-SignificancEj and agency status C f{ 0 'i? 1.8. Affidav( of Publication STATE OF WASHINGTON) COUNTY OF JEFFERSON) FRANK W. GARRED, being ,worn, 'OY' he is the publisher of the PorI T own,end/Jeffer,an County Leader, a weekly newspaper which has been established, published in the EngliSh language and circulated cantinuously as a wee~ly newspaper in rhe town of Pori Townsend, in said County and State, and for general circulation in said county lor more thon six (6) mon,I'l$ prior to the date of ,h. finl publication of rhe Notice hereto at, tached, and 'hat the ,aid Port Townsend/J.ffenon County ~::~;~;:rs~; tt~: ~:;~r~:/ Co~Jr~~; ~:i~ lie~fe~:~~~:~~,~~eagn~ that annexed is true copy of the os II appeared in tho uIgular and entire luue of said paper illelf C'tnd no' in a supplemen, th.reof 'or a period of i ~ o:tJ.f?_.._.._.____~,. ___.___consecutlve weeks, beginning on Ihe . H:L}f:,.h, __doy olD.~~,(;!.l!lbeE 19.!!2_.:. ond ending on Ihe_}_3.JjJ} ol,__.~~ C el!l.~~E_.._, 19.~..~_._., and thai laid newspaper wal regularly di,trlbuted '0 ils lubwiben during all of this period, Thallhe 'ull amounl 01 S 33,__00 _u ho, been paid In full, att role of SS 50 pM column Inch.!or 7 InUtrllon, '-,. 1~4~IfAl.., Subscribed and sworn to b"r.".Itd mfl Ihls._~}_~.!Hay of December 89 d~;~~~~Z,~~~~~~tf U 'Nalhi"(IIC1n. utlldtng 01 HCldlac~. ~:"..........,~ = .....- -~ o ..L a ) r-IW H '" .1 _..J ..MlJ~JUl____ I ',' 'I l'.' J /, I,.",', ~,,'" l 1\' 'I, " I" I -, l, ~' I' ,J - " .'4: ," o o o 1'" -" 10 I o o 32 X I 0 ..l --. - -- Z ~t-= I-~ ~::!E.. ~a' uO U) ~; ffl:1:\ -"I- enu.. -0 "'> ::!EI- ~:::::; u..<C en;:) _0 :1:w 1-:1: ZI- ;::0 zl- '" '" ::!E ;:)! ;:)a: Uen 0- a!::: "'UJ :1:u :;:1= _0 Z W(/) u- i= ~! o Z ro] I I o - c--;- ,-- .II!ill:L .L.. o o .. c RECEIVED JAN 29 1990 JEFFERSON COUNTY PUBLIC WORKS OEPT, - [~. $t~~' IilII'tl - ' _1~_" .t ~'#~:~\'.";;L:,,'. '\;" !")'--', l '", :':},;~;"; (;' i:'~,~lJD:,::;;,';;"/i,{ <,'" ,:):::' '; '.::, .:,: /; :, -~~~ o o o ~) 10 ii' -........,.;--- I o o "" ,., ',.,..,' .32Xlo " .. "H~_ll:IIJlLh__lll;lllLl.d , I_ i Z <C. :1:1- I-~ ~~t '" UC -"0 ua en ",,\ ffl:1: -"I- enu.. -0, ~~' ~:::::; u..-d: ~~ :1:", 1-:1: ZI- ;::0 zl- '" WI ~ 5'l Uen 0- a!::: ~w: 1-S:1 !!:b Z wen S:1XI 13h Z ',r' o o .... (7 "::: -- j r,) .",10 -/1.\,',';',:.:;:":.,.-.. '_, ";',,.,.. ,,',., "':' .. :~I--. =:.::: ~:~ _J -:- o k\. C1 STATE OF WASHINGTON COUNTY OF WASHINGTON jCfi.i81'-, ;t(,I...:i--Z , /(~ 0 5 In the matter of: Revisinq a County project desiqnated as CR0812 x RESOLUTION NO. 83-91 :Ie X IT ~S HEREBY RESOLVED that Oak Bav Road Road Loq No. 569908 from M.P. ~ to M.P. ~ be improved as follows: Resurfaced with A.C., wideninq & resurfacinq shoulders, improve pedestrian facilities, provide bus pullouts, provide right turn tapers @ Swansonville Rd., Admiralty Way, Paradise Rd., provide left turn channelization & illumination at Paradise Rd. IT IS FURTHER RESOLVED that an appropriation from the officially adopted road fund budget and based on the County Engineer'S estimate is hereby made in the amounts and for the purpose shown: PURPOSE PREVIOUS APPROPRIATION Engineering $ 96.400.00 Right of Way Acquisition $ 1.300.00 Sub-Total $ 97.700.00 Construction: $457.000.00(36.400.00 x... Contract R.A.P., 55,500.00 Pope __ county Forces Res. & Jeff. Transit) PRESENT APPROPRIATION $ 96.800.00 $ 1.600.00 S 98.400.00 $494.000.00(36.400.00 R.A.P., $134,000.00 C~A.A.P., $48,800.00 pope Res. & Jeff. Tran.) TOTAL S592.400.00(36.400.~ R.A.P., $134,000.00 C.A.P.P., $48,800.00 pope Res. & Jeff. Tran.) Officially a~opted annual road $554.700.00(36.40~~ R.A.P., 55,500.00 Pope Res., & Jeff. Transit) L This project is included in the program as Item No. 4 The projects ,hereby made a part of the officially adopted annual road program in accordance with R.C.W. 36.81.130. IT IS FURTHER RESOLVED that: L The construction is to be accomplished by contract in accordance with R.C.W. 36.77.020 et. seq. The construction is to be accomplished by County forces in accordance with R.C.W: 36.77.060 and W.A.C. 136.18.' PASSED AND ADOPTED THIS I q ~ DAY OF ~A~' W9J. BOARD OF JEFF~SON OUNTY'COMMISSIONERS SEAL: 0' ,," ,,' , ') ..,'.~ ,,~ . I \ _._'''. ~', .., '<I . . I. . I . ..;, ! f t , ?]'. ~';. \ ,. ~~,~: \) .Iz..'!jj.~,/,' ;!~ ' " " \ .....~ ". .... ',~.:}'I:: .....' , " . . ,. ,,\..., , ~.~ " Y)t1't \,.' _.. '.,. . ,.' r' ~ ~ ' ) Member ~~.......................;;.. J~J_:~ "," J"'"."':7!'i:t~""~' ':" " f) v ::>'.' ",,"" ''','' :; .. :'-"-.,,';';t": .' :;'/\;:},,;"'I;,,;~\:,::,;":j':n , ".'_ ~ ~ I :"':."fi'i;:~"" _,=,~ 1..''''::''' .' .;'i.,--~.::-t':: r~ 't~~~~:' :'11 ~~...;..;...:: ~~~ 1J~1l I ,j 1 :\ '1 "-:1 J I J I I o o 32 X 10 '''IlIllllilMt~~.;.:.:'-" ..- I_ I z <. zl- I-~ ~~, Wu -"0 Uc en wI' ffi:I: -'I- enu.. -0, W ' ::!E>- <C!::: a:-' u..< !!J~ :I:w I-z ZI- ;::0 zl-, w~: ~c'; Uen 0- c!::: "'w :I:u ~13 z wen u- 13~ z '.r" '0 o "\" \C'~ 0 - '-J' o c STATE OF WASHINGT()' COUNTY OF WASHINGTON In the matter of: Revising a county project designated as CR0812 x RESOLUTION NO. 101-90 x x IT IS HEREBY RESOLVED that Oak Bav Road Road Log No. 569908 from M.P. ~ to M.P. ~ be improved as follows: Resurfaced with A.C., widening & resurfacing shoulders, imrpove pedestrian facilities, provide bus pullouts, provide right turn tapers @ Swansonville Rd., Admirlaty Way, Paradise Rd., provide left turn channelization & illumination at Paradise Rd. IT IS FURTHER RESOLVED that an appropriation from the officially adopted road fund budget and based on the County Engineer's estimate is hereby made in the amounts and for the purpose shown: PURPOSE PREVIOUS APPROPRIATION $ 94.300.00 $ 96.400.00 PRESENT APPROPRIATION Engineering Right of Way Acquisition $ 14.600.00 $ 1.300.00 $ 97.700.00 $457.000.00(36.400.00 R.A.P., 55,500.00 Pope Res. & Jeff. Transit) $554.700.00(36.400.00 R.A.P., 55,500.00 Pope Res., & Jeff. Transit) X- This project is included in the officially adopted annual road program as Item No. 4 Sub-Total $108.900.00 Construction: $452.100.00 X- Contract __ County Forces TOTAL $561.000.00 The projects hereby made a part of the Officially adopted annual road program in accordance with R.C.W. 36.81.130. IT IS FURTHER RESOLVED that: X- The construction is to be accomplished by contract in accordance with R.C.W. 36.77.020 et. seq. The construction is to be accomplished by County forces in accordance with R.C.W. 36.77.060 and W.A.C. 136.18. PASSED AND ADOPTED THIS R"~ DAY OF (!9~~.J , /9 9.ti. ". ...... ~ '. SEAI,:'" -" ., '. /', I,') ri. ;S:' 'J'.,'. " I";) \....... I. .... ~ " i ...<> ~\ ,,- , -.......:..~ " i = ~"IV!~ft: J' ::' \ .',t \,~, .... ." , " . " h~ i\ .. \.......;~ ~ .',/,1 " '. ........-0;..' ..' - '..: ~ ,'1" ;.:. ..... ........ BOARD OF JEFFERSON COUNTY COMMISSIONERS ,.' ~"#-< rP- ~~ Ch~A~~~~/ ~ . ~~~ m e ATTES'f: .;g~J)_+1 0.. d. Q 0 P rMl.~~t ---- Clerk of the Board I ~:I_'f '-<', , ' -t' , 'i'" 'il, ,..,;, , ~, ' 1 r ~ \; :;~ ..~..'~~..... . '- "".... '...',..' ":-- I ,;~,~ "w,,1 ""'>',, ,,'...' :::'" i. t~:,::,..," 0 ( I o o 32Xlo -- z ct. :I:I- I-~ a: ::!E, <C ;:)i Wu -"0 Uo en "'i ffi:I:1 -"I- enu.. -0 ~~ ~:::::; u..<C ~~ :I:", I-:I: ZI- ;::0 zl- w"', ~ 51 Uen c- a!::: "'w :I:u ~g Z wen u- -:I: 13'" z :r" o o ')- Co h I J .0, {~;~ ~1),~1~;::,~:,~~', ~' .!,~ r~~ '" u~, o ( ( . " STATE OF WASHINGTON COUNTY OF WASHINGTON In the matter of: x RESOLUTION NO. 116-89 Revising a County project x designated as CR0812 x IT IS HEREBY RESOLVED that Oak Bav Road Road Log No.569908 from M.P. ~ to M.P. ~ be improved as follows: Resurfaced with A.C., widening & surfacing shoulders, improve pedestrian facilities, provide bus pullouts, provide right turn tapers @ swansonvi11e Rd., Admiralty way, Paradise Rd., provide left turn channelization & illumination at Paradise Rd. IT IS FURTHER RESOLVED that an appropriation from the officially adopted road fund budget and based on the County Engineer's estimate is hereby made in the amounts and for the purpose shown: PURPOSE PREVIOUS APPROPRIATION PRESENT APPROPRIATION $94.300.00 Engineering $25,000.00 Right of Way $20.000.00 Acquisition $14.600.00 Sub-Total $45.000.00 Construction: $230.000.00 x... Contract __ County Forces $108.900.00 $452.100.00 TOTAL $275.000.00 $561.000.00 j::,".,',. , ~: . x... This project is included in the officially adopted annual road program as Item No. 8 The projects hereby made a part of the officially adopted annual road program in accordance with R.C.W. 36.81.130. IT IS FURTHER RESOLVED that: x... The construction is to be accomplished by contract in accordance with R.C.W. 36.77.020 et. seq. The construction is to be accomplished by County forces in accordance with R.C.W. 36.77.060 and W.A.C. 136.18. PASSED AND ADOPTED THIS -1--7!;~ DAY OF &.Af~/___~' , / fp}- . .4.... .,.". ~ ~.. f 1" .-' "~ ""-t" . ~t.;~,,,,,.,.," 'oj '. . .. ~~ ..'......."'>. .. . ( ~~. :~,':'t':;':!;" ~ \ \ \ .. :"'1. I ,,:~.," . \." ,.-' :- '.0,' .', ,.: ';' \....:.~~.:. ", ". '., ... ''', I"'. ~OF JEFFERSON COUNTY COMMISSIONERS ~...... ' a.&.,,~ Chairma ~ ~ ~W/~ Member ATTEST: . d tYlMa /2J,'M7r Clerk of the Board - ( '~.--:.- I o o 32 xl 0 III "~....I -- Z <C. :1:1- I-~ ~~; "'u -"0 Uc en , ffl~1 -"I- enu.. -0 w>- ::!EI- ~:::::; u..<C ~~ :1:w 1-:1: ZI- ;::0 zl- W"'I ~ 5\ Uen 0- a!::: "'''' :1:u t;:1= _c z wen u- -:1: 13t-. Z ,.,. , o o '- PROJECT ORGANIZATION CHART .~"l:lt: l....r.. t't"'l(.. :S/Jj;:S - (1()U~UT~'" PIWPARllD BY: -yjr _ ,u, TITt.E. CO, .r<! C0t05u "''->1<1; "IV COI-.l:5UI-TAoJT "-- DATB: ,K,cv, -.. o o .. JEFFERSON COUNTY DEPARTMENT OF PUBUC WORKS ProjaCI Coardlnalllr " 13 eucE: LA;yl.If. PltU'll. Spea'l eeL PM MIE'TlUX/Au6 " In,paclIon HO~r:LC.O ~ .cr 0 ';'"1!CN 'ZC r, ~ '"'' Cou~uc.-7'A....r "I PA/1.A"'(!r~1 II /1 I APPROVBD BY: // /z ;.Ie ? (~f) ,-u.7u~r&.) c-~,..., - lld - - -.........-- c- ...:....-'~ OC~ c.,:"""'" I:,~. ; o PROJECT fJAK- bAy C/l-~ 8/2, Admlnlwall.a s..ppon ,4:G.,../~t"A.4rIA"'" , 'T'Er$rUJC:1 CO u~ VI- T'~AJt" LI'1~T!:~"'TC) 'J:~IJ 3.r;-_ .jji: i~ i!.. -, '"Ttl/-1 Hote~ 1 , "'-----'11rJ'-pJ:.I _ _ _ _ _ _ _J DATB: /-//-90 "i', 10 ) o 32 X 10 .tll&t1.l1l1 ~_...'" ~ , ,- Z <C. :I:I- I-~ a: ::!E, <C ;:), "'u -"0 ~a CJ)Wi '" :I: I -"I- enu.. -0 "'>- ::!EI- ~:::::; u..<C ~~ :I:w I-:I: ZI- ;::0 zl- '" '" ::!E:::l :::la' Uen 0- a!::: "'UJ :I:u 1-- !!:13 z LU en U- i=~ o z .". o o o o .. o 1EFFERSON COUNTY DllPAKTMllNT OF PUBLIC WORKS PR01ECT BUDGET WORKSHEET PR01ECT NAME: t')AK a~ PR01ECT NO.: CRP RESOLUTION I: c/L<:> 81z P/" - 8'7 112 C? . ::5a ~f ""Ii 12<1 ',- ODJ. PROJ. P,E, SURVEY DESIGN INSPECT AlWJLAND CONST ADMIN, YEAR YEAR YEAA- , DESCRIPTION COST .111 .112 .116 .121 .200 .300/,310 ,1112 L2Li.L ..L22!2. ~.-~ ' '0 000 ~ ." atl" ~I-~Orl!,,!o 40"; !!5:S '-'0 .20 o.".fll. '" /-,.,., ~oo ;! 000 &,110 ,""" -'1,067 ,31 Supplio. ,41 Prof...iona) 9IIrvk:e1 "300'0 /1'), neJO z:~ nu> .dZ noO ?::SOO oS".mo ~- _T.!!.~oL .-rtJO -7f'>D .... My.rlllina ,45 EauiDm.nt AIIn'aI ,48 Rep,aJ,. & Maintlnance '~~ _~I~_~~"!!..OOU' '4= ,6' Inlo,a"". prol. S.rvicoo 4000 ,111 Lend/Rlah' 01 Wa. R It'lQ .9.100 ,11:/ Bulldlnas & StruClute. ,11:I Other ImgrCWlmenl1 ,114 MachlnoN & Eaulamon. ,115 eonlttucUon Prolects 4/~= .., /..~ 0"){ ~ lntlrlund Prof. S.rvlcel ,05 ~-;'und Equipment Ranlal TOT AL: 5~'$.~,:)E /10;S its-. 0(,0 4e, 000 $8 Z7:S /~ r,= '~~, 000 //. ?:!Ji!. .:r? ZZ7 4-7~ ,( '7:5' COST PRO.lECT PROJECT FU!!'lllNO SOURCE- YEAR YEAR YEAR DESCRIPTION SUMMARY BUDGET LOCAL SOURCE STATE SOURCE FEDERAL - - :;-;;- fi;;;;;;;i~;;;Y- Eno In..,lno ,/, ;)/,6 ~~~~y"lno Sf}{,O '''. ,115 Dollon/o.oNino '15' 000 ,012 Admln.I.,alk)n .3 ;~ Z. PII"mlnlllY Eno, Sublotal 09.1 J/&O 87 n? ~()f'JO ,:ioo RlOhl 01 Way/Land /';/,bt>O ,:"" (', ,812 Admlnill,.lton . () - ",' Rlohl 01 Wav Subtat" /~,GoO " /"t'I KC>":/O ,'2t In..oetion i!(f 2'75 ,300 D!J( LabOl Con.t, - ()- ,,',.' ,3ToCOri',act COn.., ~/~......,o.'..., .g;-r/iDri;1iilllrauon ,,0 " Conll,uction Sublotal '4~ZIOO ~Zo?,:l' ,tVAO 8, ACCOUNTINO PRJ!PARED BY: 9Z' DATE: ..LL. /2,?/B? CHECKBD BY: DATE: ' APPROVED BY: DA Tli: - o ',- ,/ oF'!$ - :) o ': o 10 32 X 10 " '::/:1,:"'",,'::'0,:,'1,,:':''',' ,,:',:..', I"""."',' ',:' ", '"'",, :j':',/...' "I,.,:,:;:':,~';:;,".';,,',:-'.::, :,:",,:',:' "',""',""'." '::,''::::>,,',',,''-,,',: . .' I .(. , ~ I' h . . ',' - . , . '~ " ~', ' , , "l'~ ~ .: ' , t _"::'. ~." , '. or .~' .~>, .'.': . e , o -- o .. o Z <C. :I:I- 1-1E ~::!E ~a UO en c, ffl~i -"I- en u.. -0 "'>- ::!EI- <C- a:-" u..<C ~~ :I:UJ I-:I: ZI- ;::0 zl- '" UJ ::!E;:) ;:)C', Uen 0- a!::: "'UJ :I:u 1-- !!:b z W(/) u- i= ~, o Z JEFFERSON COUNTY DllPARTMllNT OF PUBLIC WORKS PROJECT BUDOET WORKSHEET (4L.:1":) PROJECT NO.: C/ZO 8/Z- CRP RESOLUTION': d.b -~9 PROJECT NAME: t:;AiC- lilAc,) /CO /?90 '- OBJ, PROJ. P,E. SURVEY DESlllN INSPECT RIW/LAND CONST ADMIN, /~ YEAR YElAA- . DESCRIPTION COST .111 ,112 ,116 ,121 ,200 ,3001.310 ,912 ~ ~a,18. i! /0.0 0 /"'-3'0 7DO /.. 'II"> ~_C?'!OI~,,!' <lC>S "'15' 33" .20 Benefitl 91.77 ZOOO 4..NIJ 300 Z OdS .Ii' 4- 9S" ,31 SUpplies .41 Prolellienal Service. <10 l'Jc-'n ;::ZOOD 7 .., (\(..., ..<"'-n.n 35. O{.10 ~- _T.!!~~!..~ "-,..,L",> ""00 ,:)00 .44 Adv.rUslna .46 EquIpment Rental .48 Repair. & Malnt.nance ,~~ _~.j~_~!!!.A!!!~._.._ ? 00'-' -. .51 In'.,o'" P,al, So",..... 14./')00 4.000 ,81 Land/Rlahl 01 WI' R /on .::7100 J? /00 ,82 Bulldlnas & Structur.. ,83 Olhlf Im.eroy.menl. ,&I MlchlnOl, " EaulDmon. .85 Con.Uucllo" Pro eel. 415:=0 .01 lnl.,fund Pro'. Servlc.. ,9S lnt.,fund Equloment RenlaJ TOTAL: ~n ?OZ. 28000 L8 z-75 /t!. 600 (iZ/5;ooQ R non t;94676 COST PROJECT PROJECT FUNDINQ --"-- YEAR YEAR VEAR DESCRIPTION SUMMAAY BUOOET LOCAL SOURCE S:rATE SOURCE FEDEfW. SOURCE ~~ :ill p;;ii;;;I~;Y-Enoln'"lno _ 0- ".!!L S,u..:!~~lnq _0_ ,116 D",~n/Dfaltlno 2f1,OOD ,I,' " 2P., t't-'>O tfWl (1 ,912 Admlnlo""11on _ n - P"II';;I~lIIY En.. Sublatal 2.R,OO~ .......- ,200 R,ah. of WI./Land ./ ~ f.,oCl " " .u'-~~ ,912 Admlnlllralion Rloh. of Way Sllbla'a! /O-,k-t'l ~ ,12' Inlaocllan z,~ ;t7 is 1.I'.&I,z'?-r ~F Llba, ConI!, _r.l- . ~ ni;oc. COnI!, " C'l ,I ~Tnr.iiiilan /1', <-;O(~ of? ,.,..... Conl"ual,a" Subl.'a! a-rL,07.:> V' tj ACCOUNTINO PREPA/lliD BY: ,~ DATE: _~?/$'? CHBCKJl.D BY: DATE: h ^PPROVP.o BY: - DATU: - ,. o ,.. o o :;! oP 11 ...:~~~~~.,.". - ( 0 : o "~~~ . " 10 32X'Io JtIi:I o :.'Uf'~ o .. o Z <C . :I:t- I-~ a:::!E <C;:) "'u -"c ~c ffi~l -"I- enu.. -0 w>- ::!EI- <C- a:-" u..<C ~~ :I:", I-:I: ZI- ;::0 zl- '" w ::!E;:) ;:)a Uen c- a!::: "'w :I:u 1-- !!:b z wen u- I=~ o z 1EFFERSON COUNTY OllPARTMliNT OF PUBUC WORKS PR01Eel' BUOOET WORKSHEET PR01Eel' NAME: O~~ 8Ay 1<.0. /7'8~ PR01Eel' NO.: c,eo ~/z.. CRP RESOLUTION If: -LL.~ -1'1'7 '- OIlJ. PROJ. P.E. SURVEY DESION INSPECT RlWlLAND CONST ADMIN. YEAR YEAR YEAR e.:..- ~ ,DESCRIPTION COST .111 .112 .115 .121 .200 .300/,310 ,812 L21l2.. LZ2Q.. - ~ . all.. .-:,..., ""- .n :?./ ~ _~Otl!"!o 46>6 7~ 70 ~"5 .20 Ben.tltl .., ,77 ?",,, 9R? / / P.Z '" .4~:S ,31 SlJppliol , .41 Prof."lonaJ gerval -70 llI!.o "o~."; ~~-:"O ,,, llO~ ""'.... .-v~ -5"'-a-,0 ~- I-T..!..a_'!.oL ......"0 100 /<:)<.:> --::100 .44 Advlnllina ,45 EftuiDmenl fWn'" ,48 Repair. & lAalntlnance ,~!.. _ U.I~.!:!!!."!!..~' ,-- --- ,51 InIO/'OV, P/oI, Sorv~ da:x:> ~aoo ,01 Land/Ai.hl 01 Wa. "" o~ <> IClO ,02 BUlldlnol & SltuctuI.. ,1l3 Other'mDrOYlmenw ,114 MachlnO/. . Eoulomenl ,116 eonllrucUon Pro eell ~/..~:=o /...; 000 .81 Inttrfund Proto Servlcet ,as InfO/fund Eoulpm.nl Alnllll TOT AL: 1'.xf. 9t:1Z /1 0/:) Zs. 060 Za ""'0 3.13Z- d'? Z'Z. 7 9?~ b75 COST PROJECT PROJECT FUNDlNO SOUF\Ci'- YEAR YEAR YEAR DESCRIPTION SUMMARY BUDGET LOCAl. SOURCE STATE SOURCE FEDERAL ., - :ill i;;;';;;;I~:';;;;-En'lnoO/lno / 0'.'5' " 0;;;;;- ~-O ~~,!I)!.~x.jna !.... ..../.. '" .. 2..., ,,~- ........ ,115 Do.iOnlllfohlnn fu oaO ;20 --;:;-00 ...... ,a,2 AlJmln'luatk)n .'1, /6 z.. :," ',,,',',, $. /......1.. -- p7;JJ';;lnllN Eno, SublOIll I....~ Z"Z7 ........ ,200 fIlnht 01 Waw/Land ""': I, ,~12 /vJmlnla.,allon ' ..",'",' Roo hi 01 Wov &ublolll .12' Inlooollon r,h'l!l0 Day' Lobor CanOl. ~~';liOol COnll, " . 1 NlmriiIifiifion ~""'''''''''''''- ACCOUNTINO PR.lJ.PAR.E.D BY: /fJ~ DATE: .&,a2/~- CHECKED BY: DATil,: APPROVED BY: DATU: ) .,.. '" o o o I I I , I ~= -- - ., 01' !I - - Z <C ' :I:I- I-~ 0:::!E ~a -"0 ua en , ffl~\ -"I- enu.. -0 ~~ <C- a:-" u..<C !!l~ :I:", I-:I: ZI- ;::0 zl- '" '" ::!E ;:)' ;:)a' Uen 0- a!::: "'''' :I:u 1-- !!:13 Z w<n u- i= ~' o Z '-- ,r I o ',-- o o o .. JEFFERSON COUNTY DEPARTMENT OF PUBUC WORKS PROJECT COST CALCULATIONS PROJf.crNAME: 04';::' 'O"Aa.l!:c..tM tN,''''1 Cw57'" r-::s -r/iVt/4 r.r.:-$ ""$ ,(/&cIA.J ; ,4~ 'T; J. eo"~ 9ie:S, ~~ At.-T'. ~ ~B,0'7.,r~ 41.7', 4- $"IJ 7~/, 4-1.- 3~S, '753. 97 (6', /0 (J , Cl<> ) :;4-5~ ~~4, '17 69, I'() .90 4/4" 78#:-,77 .,1-' -11'/5- 000 ,~ e'Oi<J:' r, C.&: .. ..d .s-~~ ,l1/~ ~7' A F';:: .r~ CONTI-.JUI.J<'" (j) tJ'ox, Cc>Wf, c.I .. '1", 1iJ:J/Jo.r ::>A of ,/ ~fJa ,dChO 6tF:.r' tt1lWcu/Vr- A.r. .26'; 1)00 ~/..... /S/OC,)O t:0fJff; 4l/S/000 0, 6', _ _ _A' A '3~, (,7:1' IOr/.1 t.. ) ii' 5 O~ go 0 lr""~4') "7:5 ,or..::> PREPARllD BY: .,..., P DATa .L~" CHIlCKllD DY: /2tW: r,jr!? N-l!.7-S<; c~.-;..".~. .. ~lI1i11l1kQ IPJl1:l,. lWJIII.lW1lL1jil~,y.t:,,_1 b.- ( 0(/) ""'-' -4ilii1::. 1hll. =:J.';.{_'~~iL_.: ~ '.-- Ii1lJIII v o PROJECl' NO.: r!/2Ji!f 1'?/2 CRP RESOLUTION I/: II&, -B9 ~.4/IJ.(l CoS r ~fl/"'/.I'$II4t... FEeS I..)e:GO-r"ArfO"'; - 7"/'1" E F#'s sr/-Jl"r- t'oSrs ~/oo ~,'wo /,,1 :SC 0 ;"0(;)0 /; 0 aO /~, 600 :r td'r' /:5;600 4t..rC4h4n: " /li!()/,lc6' co/V)uc..:r """ I'"t:~ ,,<1 'pf!!A"O/C- ,IAJ. eo..J~r, ., "''''lie. '" r.. -:'rn;::'t:' 4/~ 000,00 x O. 1'2- ~~. Bota 6"0,/ 00 0 . uc.) /.9,,/ 000 .00 f:", /75 -SrAI=p 77.... c ; .z 81 000 , o&c~o,f'OO CO\j)' fflf_......) S S/'.Io,w,/J,1 A. ~. 0<..) z:S". 175 OQ ') I TJ ,. j -;150, oc;)O, ,,0 7,$t)C.o.O - q., ()()~:I ':32 ~~c" ~7S, Oe.) -. -- ~,.:I.." o DATU: (. 10 ~ rtMll., ;.;. :......Ota !J:::~~r .~~:"~ 32 X 10 --.. .'~lIWI.""""lIIIIiIIlIII:I -- - - 11II. II II 1m - II I I!IIIIl1 . II & . .11I -.= .. I .. 11IIII III .. . . III - IP .. - III III .11I .. II II . .. .. .....- m - II .... .. .. ',-'- .,.; . . -. .. -- -- z <(. :I:I- I-~ CC::!E <(:::> Wu -"c ua CJ)w: ff3 :I:I -"I- cnu.. -0 W> ::!EI- <(- cc-" u..<C SQ~ :I:", I-:I: ZI- ;::0 zl- LU W1 ~ 5' Uen 0- c!::: w", :I:u 1-- !:!:13 z wen u- -:I: 131-- Z .,. o o o o .. o PROJECT SCHEDULE PROJECT C'# 6'/,2 YEAR /9S9 Pl.ANNED 1/11111/11I11/1/ ACTUAL \\\\\\\\\\\\\\\\ ELEM. DESCRIPTION JAN FEB MAR APR MAY JUH JUL AUO SEP OCT NOV DEC ,Ill Preliminary Engln..rlng , " ,,-, , , '- " '- , , .112 Surveying , ., ......,,-:<:. '( ,;(~~, ," " ,116 o.oignlllfalllng ,,-, //"" " ,,/// / /// / ,121 ConOI,UClIon Inlpocllon ,200 Righi 01 Woy ,300 eonOI. (Day Lollor) .310 Conll. (Coni'''') ,912 Prolect ArJmini51ralion ,',,, , \ \ ~(~( \ " __ ~AK HOURS Pl.ANHEOIACTUAL _._-- -'--r-----., ELEM. JOB TITLE/RATE JAN FEB MAR APR MAY JUH JUL AUO SEP OCT NOV DEC "1bf):l1.. I W (1Oo<.i1Ji 7'.v..J1" /<',S hd,<r h/.h, ,1l'11o,7~ ~;>'" <;7Z- I ./11 -rEOnrT" ,/1/ ,tJ, C'. ,,4,0 do A.o ./1,0 /7.0 113,7:5 /I(P eo/ ~ 2,7"5 ,112. /b, H',/.' ',.;,..)7 A41 /6/ H:>l,75 //'I.,sO /1'1 '1813,';- I II~ "-~~H~ /2 ~C. A4 0,4 . //5 ~'2><.):fV.:. 7J-W7 hJ $:>/ .1'1,0 , /~ "7"' EC 'I 71Z. he ZB I n/. fJ. C'o' . \ ,9/2 ,,0, c. b:Z'1 /",0 6/ 1-1-, z:{ 'J,7 -rT:c f"",.,-r /30 /10 /5.0 /1,0 !If.. /1/ ::fvc .. ('tW-:'u" j/~~.Jr /"/J riD o TOii-le. e",/.../,> .rrn"~ /20'Z.9Q /()SI!$".tL /S/,(lQ ELEloI. DESCRIPTION JAN FEB loIAR APR MAY JUN JUL AlJO SEP OCT NOV DEC ,1\1 P,.limin.,., Engin",lnQ .1\2 Surveying ,116 o.llgn/o.ll1lng // /// '/ ./ / .121 ConllrUClIon Inlpeollon RighI 01 Wlr /// ",,;';"// -r .200 .:lOCI Conll. (Oar Labor) .310 Conll. (ConI'''''1) ,912 ProJee' Administration /. , , , " //// // '// " , _. ~.!!!< HOURS Pl.ANNEOIACTUAI. _._-- -, --..... ELEloI, JOB TITLE/RATE JAM FEB MAR APR loIAY JUN JUL Aoo SEP OCT NOV DEC lln,:U..S //-< (!:)<;.-;i"....:- rrAt. ?c:s:>/ '1.:.'>0 100 700 u,l(' p,t". /A,.~ to eo = ,0 "0 14-0 ,/r. 7:f't",4 "fT'f /,~,'201 /(,. /00 '10 ISla .7')('J /,.../ 1""1....,:. IlIA r," &6. f10 /00 S'D Z;j;; P.C. . /,~,~~ / '20 Z<.:> PJ ,eo 80 "',",""1 -.-- '/ /;-L; 4 /'8'201 / ,It.. 1 ^~,J.~(I'-T~I.....T ~o 2<> :>'0 ~ ISO . 12/ "-~~./M7'.L j, r~ 1.1 7'0 70 ;>0 70 10 Z-rO ,,?-I ....,.,;:,:;.1 -r7I. /11 ,p;.. 40 /~o /50 /:>0 ;YO /-), '2-1 ~ C, /..1 ~1 40 -10 ,i I" -r"Jf'cllll/ /,t,l,'201 So ..so a=> 40 CO ?,aO '1 ., 7'1"0./'77T' / ~,'l>!- of'" Id eO ,?/ ? PC / I~ ,"~ ;'D ~o ;:10 5'0 '30 &.0 t.O 1ft> 0 o ............... o .. z ct. :1:1- I-~ a: ::!E. ct ;:), Wu --'0 Ua en ' fil~1 -J 1-; en u.. -0 W> :21- ~:::::; u..<C ~~ :1:", 1-:1: ZI- ;::C ZI- w'" ::!E ;:)' ::la. Uen 0- C!::: w", :1:U 1-- !:!:13 Z WCJ) U- 1= :1:, 0.... Z PROJECT SCHEDULE YEAR /990 Pl.ANNED 1/11/1111/111/11 ACTUAl. \\\\\\1\\1\1\1\\ ,r l o o ( , ~ ),,,, ..1,1,., .., d_ e :) 0 0/' " - ..t.LL lilmI.tlllllHI --" ""WIfJh. WJIH JIIIIH~MLIU Pm_." "~'I 1tIi,... _AI1...41......dl!1d o PROJECT - C-es/8/Z , o ~_.-e.I1?/ ~~.J--L',...f2!lL- 6'fA~; /" 7 7(" ,t' . ~ ~r:- ." J>adJj......1 10 32 x 10 -W' , IlllJIDlI. _oa - Z <C. :I:I- I-~ 0: ::!E, <C ;:), Wu --'0 Ua Ul ' ffi ~i --'I- Ulu.. -0 W>- ~I- ~:::::; u.<C ~~ :I:", 1-:1: ZI- ;::0 Zl- W'" ~;:)I :::la\ Uen 0- C!::: W", :1:U ~t3 z WOO U- i= :1:, 0...' Z '( PROJECT ORGAN17..ATION CHART ( I Teohnlcal Support I ,8, .!6,jt'ITT /0, Ex,)S ~fl.!t' ~r~ (","V.I.. ~O~~ (lr....,':$'/TI1H.rr ,,.. 1 o ( o o o .. (j JEFFERSON COUNTY DEPARTMENT OF PUBUC WORKS ~---r7tF- I U~, ==r TITl.E. C.O'_I .""J4 A(<'j"Ll (.. COi'..J~u l.- r.l-\jf,JT ~(. 0"147"'''' -t~Ut..l'A'>,)T PR1ll'ARIll> BY: /~-II", ~~, ' -- (.. Project CoordinalO' ' pe<J(E:' LWV!.IE Plans, Bpeo" elL PMIlI'!IOl1'1X/AU6 PAnAl-'fi!TC 1>( _ _ _-l ~C. r""', TIi(.I.1:T/. AuG , ' Surv.y A loopeotlon TO"" ~(O(~EV:_O r. ~n1I"AJc, COlJ~u...T4IJr ""tl.0.,I Ot'll\(,. DATU: 11/I7/R1 APPROVBD BY: , ,I! I:'v, // /7. :> /8' (~" r'I'-'1?'<!L'-f1'E.) .... It" ('"~"" ....- '-.-~ _ ~ '~_l OOJ ~ j})f;~~~ . IIJ c~ - -- -~~1 ~1IIIIiIr~lIiIIi o PROJECT 01-} /C. BA y C!ZfJ 8/2 Admlnl."aUvo s..ppon ,tKGT. /'5l!'rA.rrlAt.. T':' TE~,f.l.J(''' COU~Ut-TY~AJT"' ( IU"TF.I/,I.)"m,:) - -., rcoIJ3..- ~I;:'!;-I 1--roJ1-,;;i;'~-1 I /'fIl'J'zp:. I '-______.J DATU: .,:~.:,:, 10 i,( i.,' . , (" · .' , ~':~~' ~~~~~~~.,~~,., - n ) o ,- LH_ 3~lsJ e' \.: .;. '. '; ~'..: ,._' ~ .:.,:' "'. " ,'.~' .'.'!', "',' . ':', I ~. r.,' ,'.' "_. ," t' ~ o ~ o .. o Z <C ' :1:1- I-~ a: ::!E, <C;:) "'u -"0 ~a en "'I '" :1:1 -"I- CJ)u.. -0 "'>- ::!EI- <C- oc-" u..<C ~~ :1:", 1-:1: ZI- ;::0 zl- "'''' ::!E ;:): :::la Uen 0- a!::: "'''' :1:u 1-- !!:13 z wen u- i=~ o z ( ( JEFFERSON COUNTY OllPARTMliNT OF PUBLIC WORKS PROJECl' BUOOBT WORKSHEET PROJECf NAME: ~.4K e~ tf!O ;::5tH4NPt2<1 PROJECT NO,: c /2L) Sf Z CRP RESOLUTION I: //t'., - 89 o ( . OBJ. PAOJ. P,E. SURVEY DESIGN INSPECT RIW/UlND CONST ADMIN. YEAR YEAR YW- ~ ~ ,DESCRIPTION COST .111 ,112 .1.6 ,121 .200 .300/.310 .9.2 /,},8~ /790 - :..!.Q-._~ at.., ",,0 40::>0 0 -"'-"7" ~ _ C?!.r~!".'D Jo5 ~~:S -'70 .20 Bene'", a ,;,.,., "00 2. oCO L1 III/ .."" :? Ob7 ,3' Supplies ,4' Pro'.llional Service. qo O~O /0 000 .?<o,::o JznoO '?:5o:J ....-;n;;-O ~- _T.!!'_~el.., "'''0 ~nt:> .44 Adv.rtl,lna ,..s EaulDmenl Rental ,48 Repalre & Ualntenance '~I!. f-U.I~_~~,,!,-~- 4. 000 '4 000 -'- -- ,6' Inle'i-OII, P,o'. 90.._ ,el Land/Aloh. of Wa. PH.,CJ j(:J 00 ,112 Bulldlnas & Structure. ,83 Other Imp-ravement. ,84 Machine.. & EoulDment ,116 eonltrucUon Prolect. 4/~= "7~ ~ f-Jnt.r!und Prof. Service. ,9S In'lrfund EqulDment RentaJ TOT AL: 5~!!. <?O2 /10/,5 ~s-. ()(.o 4g,o()Q 28 Z7:5 /~ (,00 ..:(/~ 000 //. ?.52, .::f"?,ZZ7 4-f,;t 675 COST PROJECT PROJECT FUNDI NO -- YEAR YEAR YEAR DESCRIPTION SUMMAflY BUDGET LOCAL SOURCE STATE SOURCE FEDERAL SOURCE - :;-;;- P;;i;;;;i~.~- Enain..rlnn 1// /11:5 ~S.,!"!.e,~lnQ :- f)~ 0 .115 o.IIon/Dr.llino i5' 000 '.',: " ,9'2 Ad'mlnllUaUon .3 l.!l ~ : P7~';;ln'" Enft, Sublotal 9J. ilt:'CJ 87 22" '<?Ol'lO ,200 Rloh' 01 We./Land 1/<1' ;'00 "I ,9'2 Admlnlllr.'1on - () - Alahl 01 Wov Sub,olal /d_~O 1/4. /.,,,,,, Rc',:: D ,'21 InlD8ctlon I'~ Z? r. ~l ~ Labo, ennll, - t:J- ,.0: nl,acreon.I, ,-; <'")r""In . ,r-AGiTiiniii,aIiO"n o? ,..r""'_ ~"".~.~ ~"., 45ZIOO ~Z d'?:r m,tU) ACCOUNTINO . PRllPAIillD BY: .l3'JC' DATE: //./e><,/EJ? CHECK.I!O BY: DATil: --- - - -- - APPROVIID BY: DATI!: o ( ".. o /' ~P:$ - ....~"""-.r.. ."'~~...~ =- ( 0 - -~ -- -~Ulll1.l.JltlI.II1JJ ~ 0".) . ,."..... ~"'*.M.~ ~.../L-.M.--mlW,~ _ ,.- 10 32 X I 0 JJlJnillJl........ ,- .. ~ :::i~~-1 r . l I . .' - .' ~ ,. ,",. \ ",';.. .' ,,' 1 . 't... . (. ~ . .; , " .:. ' .,:.. " f . . t ,'.' ~~ ."'. " ," . . ' . o - o .. o z <1;' Zl- I-~ ~~, UJu -'0 Ua en ' fil ~i -'I- enu.. -0 ~~ <1;- a:-" u..<C ~~ :1:", 1-:1: ZI- ;::0 zl- UJ '" ::!E;:) :::la' Ucn 0- c!::: UJ", :1:u 1-- !:!:13 z W(/) u- -:1: bI- Z ( ( JEFFERSON COUNTY Dlli'ARTMliNT OF PUBLIC WORKS ) PROJECT BUDOET WORKSHEET {4t...7: PROJECT NO.: C4.0's/Z- CRP RESOLUTION II: ..LLP. -1'19 PROJECT NAME: CJ.4;L IfJA'r' /CO /990 o ( OBJ, PROJ. P.E. SURVEY DESIGN INSPECT A1W/LAND CONST ADMIN. ~ YEAR YEAR- ~_~'_~ DESCRIPTION COST .1" .112 :116 ,121 .200 ,300/.310 .9'2 f.:.!.~- .... atlOS Z'" /~o 0 /2.g,o 700 .? ~- _'?'!."~".'. (to::; !!S'J5' J3,,, .2'0 BenelUs I <? 1..77 ZOOO 14.1/1) 300 Z 085 8' 4- 95' ,31 Supplios ,41 Protellltonal Services "'0 ()C..,., I ZZ 000 '7..,"'.... ..,.. .orb 0 .:;'5. 000 ,~- ~T~'!.a!.._ ,44 Adve,tlsina .,..,.,~ -'?oo ?loc ,045 Equipment RentaJ .48 Repair. & Maintenance ,~!. _~I~_~t!!!a.!!!I~__~_ -.- 7Oo<f ,51 Inl.rqov. Prof. Sorvlceo 4'=,.., i1-~ ...00 ,81 Land/Rloh. 01 Wav f:'. "'0 RIOO f? .100 ~ I--~ulldl"gs & Structure. ,83_ I--~~_.r Imp'OVlmenl1 .804 Machln.rv & Eoulo",.n' ,85 eonltructlon Pro eela 4/5'.cx-.>0 ~ ~Jnl.,rund Prof. Service. ..- ,95 In,e,rund Equipment RenfaJ TOT AL: ~n 7'02- 28 oao ,t8 ~75 /4,600 ~/$;QQO RBoQ t'/94 676 COST PROJECT . PAOJE!?.!,!:gNDING SOURCE- YEAR YEAR YEAR DESCRIPTION SUMMARY BUDGET LOCAL SOURCE STATE SOURCE FEDERAl - - - - :;11- P;;i;':;;ln"",;y-Enaln..,lna (J- .:!.!.?_ S,u,~.~lnq -0 -- ~.!!~n/D'a"lno 7/? I?O(~ ?~,(j_">O ~O .:!!!L..~mln.!!I!~!1on _ t1 - PreUmlnAIY En;, Sub.olaJ 2.R O,h ......... ~.L.!!!P.h' 01 Wav/Land ./ <?, (,.00 ./d,,/,/"It'l .912 Admlnl.',allon Rlnhl 01 Wav SublOla' (I..,w>i,) V- ,12' In.nD.llon Z/? '2.7:::r 7~ Z7"\' ~r.'!Y. Labo, Conol, -c'- , I~COrii;ac' COnll, 4/" /Y')r.7 ,0 ,1 Allmrniitl.iilon CJr. t;'.~("H'.' Con."uoIIO" Sublolal ~07':' ....- t=J ACCOUNTINO PRHPARnD BY: ~ DATU: _~7/E.'? CHECKED BY: DATU: ,- - APPROVIlD BY: DATU: o r o :t oP II (=--~" c o,~ (' 10 32 X 10 ,'r' 'II I,,'" "",:,', ',I "I" " I,."I~,.':" '\.',"'i",",~ .:,:~..',' (','",,1'11\ "I'" ,. "",l,~-.,;" "~II or' \' ","':,i.:',",: 'I" _1.1?ll:I , C,' ~'. '""".'" I ,'" ::~ ~", ".' . ',' r'l~1 ~".~ ,t,:; {~~,'A~., ., . . "';", , \.,"'.. .:.\ ,t ',.,~ h':' A.A,_ ',.. . ": _", o .~ o .. o Z <C ' :1:1- I-~ ~ ~. "'U -"0 Ua ffi~l -"I- enu.. -0 ~~' <C- a:-" u..<C !!2~ :1:", 1-:1: ZI- ;::0 zl- '" '" ::!E ;:), ;:) a' Uen o- at: "'''' :1:u 1-- !!:b Z wen u- f=~ o Z JEFFERSON COUNTY Dlli'ARTMllNT OF PUBUC WORKS PROJECf BUOOET WORKSHEET PROJECf NAME' CJ4t:: 8AY RL? /?89 PROJECI' NO.: C;r;!a ,g/'Z. CRP RESOLUTION" -Lt.~ - I'?? o ( ODJ. PROJ. P.E. SURVEY DES/GN INSPECT A/W/LAND CONST ADMIN. VEAA YEAR vEk"---' , DESCRIPTION COST ,111' .112 .115 ,121 .200 ,300/,310 .8'2 L2fi.2... LZ!Zt2.. - ~ i=~a,... -"'" /he> ""/ /:$ 2' 3'" ~ 1-5!'!.rt!n:" 4"'-< 70 70 .,'5 .20 Bon.lII. '" ~? -"'<>>() 9R?, / / P.Z 4"'96 .31 Supplle. .., Prole'lional Service. 19~t'JI!,o /0 ^",n 1......."'"'0 -"0 Do"'" 1-r"5, "y.,.., ~-r'"""o ~- _T!."_'!.'1-, KI\O /0<::> .-1.0<) .44 AdvertlBlna 00 ,045 Eoulpment Rani" .48 Repalra & Maintenance ,~!.. f- M.i~_~'!.!'."!!..aou. d= ~O"'O ,61 Inl.,P2l" Prof, BorvlcM .81 Land/Rlohl 01 Wa. ,i, c."':lt"":' "'/00 ,82 Bulldlnas & Structure. ,83 Other'maraY,men'. ,114 Machin.", & Eoulornen, ,86 eonllruc11on Pro eet. ...'/5=0 4/5000 & _lnl."und P,of, Sa"".... ,86 Int.,fund Equlpm.nl Ronlal TOT AL: ~X!' 90Z 1/ (N6 ,e~oa.o to =0 3.15Z- ~7 2Z7 ?1'~ b75 COST PROJECT PROJECT FUNDI NO SOURCE- YEAR YEAA YEAR DESCRIPTION SUMMAflV BUDGET LOCAL SOURCE STATE SOURCE FEDERAL '. -' - :li1 P-;;ii;;'~'';;; Eno In..,lna //O/,-r' ..., O/S .4!loA 0 .:.!!L S.u!'!.~,~lng 2"- ,,1. '" ~'1',nt;,,.., ........ .:.!.!!..-..!!!~lon/Dr.l1lno ;ib tY> <.1 20 1\00 -- .812 Admlnl.Ir.,1on 3, /.:52.- : ~ /6'1- --- P,.Ii';;'nlllY Eno, Subtolal '" 2'27 ......-- ,200 RIO M of Way/Land " : I ,81? Admlni.lrlllon ' " Rlahl 01 Wav Subtolal .121 Inl..cllon ,300 Dy' Labor eon.,. ~~IDCO';I'acrCOn." .1lTrAdmrnlll,Ailon Con.lrUclian SublOlal ~ ACCOUNTINO -- PRl!PARED BY: ~,P' DATil: //'/2 '7 /tt"? CHIlCKllD BY: DATil: ~ . APPROVno BY: -- DI\TIl: - .> ( r o o ., oP 11 - ...'t"....".,.~.~..2Q... ': o,'~ i' 10 32 X I 0 <- 0 ..- -- Z <(. :1:1- I-~ ~~; Wu dg en ' ffl~\ -"I- enu.. ;:;:;0 ::!E~ <C- a:-" u..<C en;:) _0 :1:", 1-:1: ZI- ;::0 zl-, W"', ~ 5, Uen 0- a!::: w", :1:u 1-- !!:13 Z WCJ) u- i= :1:, ch Z (, ',r' o ..( o o o .. ( c\ JEFFERSON COUNTY DEPARTMENT OF PUBUC WORKS PROJECT COST CALCULATIONS PROJECJ' NAME: 0,4 J::. 75' A ;tlf!~{,u (IVA,i<!.yt C..::lSr ;::::s-r{~l4rk'~ ,45 .d,6:?CAJ: ;4~r: $. .eo:!, 9Z.5,4-~ ~t.--r. ~ ~8,O'7,1~ .<11-1', 4- ~/./ 7~/, 4-'-- S~:J, 75~, 97 (6',/00,0<> ) ~4-6, &.~~, 97 n~ ,::e.\m>.l~'Y<'" _6~, I'c) .90 (j) to"}6 - .-114" 78#-, 77 .,;I-,!h~ OOO'~ C"ON5r. C.E: : .4' ""~:S -"/"'1 .:j''':/<I 6'TAF'P t'o.~<.J lor, ttJ/i,(?o.r -5,4 '1' / ~~O .d~a 6t1!'r ,c/lwou.", r- tIP. .f, .26':1 (,)00 "'/..... /$IOVO ~oNffo 4ItJ,oc:lC 0, .;', _ _A - -::-C.;I '3~, (,,7~ lOr/.!,- ) it' 5' og f!,,0 0 Iri/-f'f) ~7:S ,0"':> PREPARIlD BY: ~R DATB /1-1",e"B,? CHIlCKIlD BV: /2ev:~,e ""-Z7-B'! "fC~o ':;. n" IIiil -~_.IH .. , 'JIIi:! ( a{:1) ..IllU",..,'" ;...!;:";;i,:'i'" ~ ~. "c,-.'. LI1.. 1!t;tj.4!81 o PROJECI' NO,: ~k?Jlf I"?IZ cap RESOLUTION I: p~ -89 41-5; 000,00 X O. 1'2. ~~. 80a trOI Oel O.,jC,) ".' 'OOt''?1 I?~ -srA':': 77tJ1C,~ . "l)~C1~($'OO CiO-\I)' ffll~''''') s flIo,' ,0'-' zS; J7:!. O~ 00 7,~,<lO 4, Oc.lC,:)~ ~% ~7S. 00 _"-- J __ ~/OO 3.000 1./ tib 0 /10'"'0 /; 000 1./-,600 -S ,d'f1 G coo ,/,9,1000 .zB1 DOC tf I ccr-' - ~fD, 000 .... "t.AII.J.() ,oS r t4~1'",/.I5114t... FEeS 1.)e"6o"'-l}4 r/o.v - 'T; '/'t- G ;:"M .s srAtc'F e'osrs ,I/o!. rE:~1II4rfi:. \ /lel;',u;,/{' CO~"c..T t1JAJ t"1!'~ "''I I'~I"O/I." IvoJ- OoN~r, $T14/<.'l./u '" rN ~m~t:' o DATil: (' . 10 32 ~ 10 ~ ..Jii ~. '.rrrliiilhi(j-. ,,'""'*"'............. .: ~ " '. . '. .: "': ~ . - '~.>.";.' S r _ .... =, ~ '. I .. 1 '..'. :" ~ .' .~" I~,. ' ,.'.... " ~ ~ '~. o ,- Cl .. o Z <C ' :1:.... I-~ S ::iL Ui :J\ -"U Uo en a: en "', '" :1: I -"I- enu. -0 "':>- ::EI- <C- a:-" u..<C ~a :1:", 1-:1: ZI- ;::0 Z 1-, '" w, ~ 15' Uen o- at: "'''' :1:u 1-- !!:b z wen u- j::::t 0" Z c" PROJECT SCHEDULE PROJECT t:'4'f 6'/.Z YEAR /:9~g PlANNED 1/1/1/1/1/111/1/ ACTUAL \\\\\\\\\11\\11\ o ElEM. DESCRIPTION JAN FEB MAR APR MAY JUN JUL AUO SEP OCT NO\! DEC ,111 P,olimln81Y EnglnH,lng / " , , ," ~ '- " , " ",' "- .112 Surveying //<<~ ////r ""'" , , '- " .116 o.olgnlOtal1lng ,"-, /~T /7 //r/ / /// / .121 Conotructlon Inopocllon ,20(1 RIght 01 Way ) ,300 Cono'. (Day Ubor) .310 Conot. (Cont,..,) :,' ,9'2 PfOlect Adminislration '",\', '. ,\. . ~ " __ ~AK HOURS PlANNEDfACTUAL --, -, .__M.' ElEM, JOB TiTlE/RATE JAN FED MAR APR MAY JUN JUL AUO SEP OCT NOV DEC 7llT1<l L. I . /// CiDl-J:j~,,/ 7".41<..11 /#.5 /'4,< h~-;, -/J'~z.:;~ h;!l7 'f7l. I ,/// -rEC'I/Trr ./1/ ~ C" A.o do ....1.0 /I,r. /7,0 );1,75 /Itp loO/ ~ 2,7'5 ,/I;!. /1....... H~/., '1',..,JJLl7 A"" 16/ 4..2, '75 /H,-<O /1'> '1ee.s I ./F2 --;-r:'''' p -rr- -'/2 1:;1 (', -44 0,4 ,//6 (t"-+~N_ 7;..J,1\J7 hi ,;0/ ~/,o,' .//~ -rrCN'ITl h8 1. ) I no": rJ. C" .9/2 .-o,C /5{2"- /-',0 ~/ If,?.:) 'J,? "lFr' t/'1,f' /30 '//0 Ao /u) 0/" //1 .::::t./c ~ ("()"J~(/ ( -:-/,JIJT /,.,/J 4D ) ,.,. o o c=~. ..,- ..... - .1.'-- - 11'.,___-1" ~ =- ,,' [bH III 0.,.,.:) . .. Jll~ ."-,-,--,~'L i~ .. bd:>. IbJI:i. -.. ,- IbTI'1l'.. /20?..'?() c.""U) t'tJ51;,Q/L ..,frnf"":.__ /5M'.E- 10 32X'Io ... -LJ:li.IlAa_~ll ~I /2. -If-PY- : :: " '1 , .',' ,',' :. I.J. "~' .> ' .' : .,'00, . ~ " , . - , , ," . . '. ~ .::. ,,,," . . :, ~'\'''' '. ' .", .' <^ ... . _', ..!'. ~. ,.~... .. '.1 . o - o .. o Z <C . :1:1- I-~ a: ::!E, <C ::>, "'u -"0 Ua U'Jw: ~~\ rJ)u.. -0 :11= <C- a:-" u..<C ~~ :1:", 1-:1: ZI- ;::0 zl- :1 ~! ;:)a' Uen c- a!::: "'''' :1:u 1-- !!:13 Z Uien U- i=:1: 0" Z ( PROJECT SCHEDULE PROJECT c~(i 8/Z , YEAR /:77'0 PLANNED //1///1/1//1/1// ACTUAl. \1\\\\1\1\\\\\\1 0, ELEM. DESCRIPTION JAN FEB MAR AM MAY JUN JUL AUO SEP OCT NOV DEC ,111 p,.Umlnary Engln..,lng .112 Su",.ylng .11e. Oollgn/Oral1lng "'/""''''", ~",r/'/.r // .121 Conllructlon InlpocUon / ',/,//0 ,/ ,// 1 ,200 Righi of Way /// ///// ',r r// '''''''''" ') ~. ,300 Con... (Day Labor) .3'0 Conll. (Conlrac1) ,912 Pro/ecl Adminlsl'Ollion /, ///" ,/ ,/ /,/ " // ' " ,/ //;';' ,/ ./ "";' ", ,'" WOR< HOURS PLANNED/ACTUAL --- -, -- -~, -- ---- ...- - ELEM. JOB TITLE/FlATE JAN FEB MAR APR MAY JUN JUL AUO SEP OCT NOV DEC IOTf.lLS ,//X (':" X'// T~;, rr ./:f'i!. ?c<::>/ ~t.;'o lei) 70<::) .//.' P.(', /~I,.5 to 20 = ?b .fa 14-0 /'" -T//',4 -rr7.' '/'Il "I /I~ /00 '10 15'10 . ?/'lQ /'),"',.r I ~..~/, 11 !;f. rr M, ~o /"<) ~'O ?A~ ~?,. ~,,--:' ?C', . ,/,'f,l,~ / ?o z..."> to ,ea 80 ~n/'1 '/ l,-;-^,~....-;:-:J:" /'fl~1 / ,/i'.. I ,....-1...,; J.....u f_ 7"1.1,,_)1 / &-0 Z(~ ?O -ftJ ISO ,. . /7/ 7"'F"L:: I---ny. /'r. tl / -10 70 70 70 ~ .!~') ,/'2 J "',-, (f;"/'/ --rJI I"\>,, / '10 1':10 I':SO /~o ",0 :5";- .17.1 ;J. C, /"1 ,I, / (10 40 .711 ""'"r('/lll/ /I~ 1,1 80 Be f.lO 40 to :;000 9/ '?_ rF'o.('n,r / /1,,1;1, '{"" ~(J 80 .;J,. 'J Pc I (, (,~ ;'i'J '20 30 "0 'ilO i!-O (.0 Ie. 0 _. .... o o /? ' 7,'), R'? 7TJr/JI..,_e,,1l2L__ a)JJM-'",__4"O-'I.5:____ tTAI-"' 42&_ ('"--; .-,..-- c a(~ 1. M.. tt ...Jl _1 10 32 X 10 ,j.,','11 " \ \, ~I "~I" "I\,)".'II~\' I.," ',\,,: '. ",./,"1 '1, ""^':-'--;""'-:II."'~~' ,/,""1"".', i,' o ,- o .. o Z <C' :1:1- I-m a::::!E <C~ Wu -"0 ua en : lB ~I -"I- enLl. -0 W)- ::!EI- <C- a:-" u..<C ~~ :1:", 1-:1: ZI- ;::0 zl- w'" ::!E ;:)' ;:)a: U(fl 0- c!::: w'" :1:u ~[3 z wen u- i=~ o z <FORM..IOI.WK1> JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS PROJECT BUDGET WORKSHEET I UPDATED: Aug, 12, 1991 I o OBJ, PROJ. WORK BREAKDOWN... PRIOR YEAR YEAR REMAINING /I DESCRIPTION COST (A) (B) (C) YEARS 1990 1991 YEARS .10 Salaries $25,868 $7,534 $1,076 $17,258 $2,596 $15,138 $8,134 .12 Overtime $1,707 $0 $1,707 $707 $1,000 ,20 Benefits $12,678 $3,565 $524 $8,589 $1,161 $7,613 $3,904 .31 Supplies $220 $0 $220 $220 ,41 Professional Services $92,211 $85,484 $6,727 $44,693 $46,518 $1,000 ,43 Travel $20 $20 $20 ,44 Advertising $664 $138 $526 $138 $471 $55 .45 Eoulpment Rental $0 ,48 Repairs & Maintenance $0 ,49 Miscellaneous $0 ,51 Intergov, Prof. Services $1,806 $1,806 $298 $1,508 .61 Land/RighI of Wav $0 ,62 Buildings & Structures $0 ,63 Other Improvements $0 ,64 Machinery & EQuloment $0 ,65 Construction ProJects $457,000 $457,000 $147,647 $309,353 .91 Interlund Prof, Services $0 ,95 Interfund EQuipment Rental $43 $15 $29 $8 $35 TOTAL: $592,216 $96,756 $l,6CO $493,860 $48,596 $218,665 $324,954 $0 COST PROJECT FUNDING PRIOR YEAR YEAR REMAINING WORK BREAK DOWN FROM ABOVE SUMMARY SOURCE AMOUNT YEARS 1990 1991 YEARS LOCAL... ROAD FUNDS $372,990 $48,598 $218,665 $105,728 (A) Preliminary Engineering JEFF, TRANSIT $17,648 $17,648 POPE RES, $28,950 $28,950 VAR, UTILITIES $2,228 $2,228 STATE.., R,A,P, $38,400 $38,400 (B) Right of Way C,A,P,P, $134,000 $134,000 FEDERAL,.. (C) Construcllon $403,860 TOTAL PROJECf COST $592,216 $502,218 $48,506 $218.665 $324 054 $0 1-- ACCOUNTING: . PREPARED BY: B, Laurie DATE: 8/12191 CHECKED BY: DATE: - APPROVED BY: DATE: PROJECT NAME: OAK BAY RD, PROJECT NO,: CR0812 ) .,.. o o ",".,~_,"",".."-"'~1!I~ I - Z <(, :1:1- I-~ ~~; Wu 08 en ' en UJ' ~~l enL1. -0 w>- ~t: 0:-' u..<C en:;:) _0 :1:UJ 1-:1: ZI- ;::0 zl- W UJ :E :;:), ;:)a', Uen c- ct: ~w: 1-!:1 !!:13 Z Woo u- -:1:, 5"'; z ( ,,.... o ( o c:--;...-.. _ d1.J:.....1!Il JllIi:IJ o o .. JEFFERSON COUNTY DEPARTMENT OF PUBUC WORKS PROJECT COST CALCULATIONS PROJECT NAME: 04K- oAt./ E5T IM4TE' FOIZ /970 P/.?o (;//141-1.' ",.c;~.: ,t 2, 000 ,{;, 0<'0 Z8,ooO ~ <OItJ;:>u vrl4.P..Jr ,:-Ec:; -sr;4FF """/~e ~/w:' COI..)~TlcucT/OrJ ; v3//Ub ,vArUI.Mr-/!2I)( C05, r-:::srlwlJ4-'-k'~ r';t;,!C-l;U(Nf4lbl <<)1V5r. ,4 $' 4 E?o:..J ; ,,;::;c..r. ; .4t.-.r, ~ 41- 7', 4- .eo !I, 9~:S,.;J~ '/'8, 0'77, I' 5"1; 7:J I , 4-1.- :3'~3, 75:J, 97 (t5', /00, rJ<' ) 34-5, c,,:S!J, '17 6~, li!JcJ ,eo 4/4/ 78./., 77 .,;I-~/5, O(XJ:.::.:,? Co~rJ ...,... Q)~,(lo.r c. e-: : .L $~'$ .<1/"-{ -::fp</ 67'A F';:: nl!-~ ceNn-.J(,/'t.''I Ii) ~% :::;rAY ;:?E. ",/<<.J ~CYJ:rr; C',,f', -rom t... PRnMRIlD BY: /5.J1!!? ~o ~~o~~r ~W~N~ .2~ 000 /.:J'/OI,JO 4/!J,ooc _ ,5'0. oou J ii' 5' Og op 0 I DATE 1/-/~'8r CHIlCKnD BY: o PROJECT NO.: t"!,eff'f,q 12 cap RESOLUTION II: //6.8'1' ~/OO 3,000 /.1500 l,oC,JO II 000 IIt,600 -S ,.:1'1 I:S; c)CJO .c.AIU(J CaS r ,4 tfJl'tl/.1",}I,4l... FE.t5 ~tr6o'" rJ4 rron.l - 7'1 'It.- F- r~.s sr~F"r CO$rs 4/5; "0" ,00 .>< c). 12 -?-~. Bol!:J eOI ,,<:.I 0,<.)0 /8/ooc> ,00 ZBI 000 ' 00 1-1 ccr-' ,0<...) =:?, 0'.)0 ' D<.::l 'if}':,'>,..,'; '~:: ~ ----. ___~1l1I o(~~ ,: ......:..i.::.:...:."~ .,~u , 'i.~.H'><,:; !(l';V;,i,'" ~'." DATU: u.ii.Jtl (' "~ 10 ~ L ~,,,""..;' , - -1~-----L1~ - o .l:ld " " I -.\ J :l I 32 X 10 .. -. ... o - In the matter otl STATE OF WASHINGTON COUNTY OF JEFFERSON 'x 29-89 RESOLUTION NO. Ini tiating I ~ a county X project 4esignated as X l"~nR'" X IT IS HEREBY RESOLVED that Oak Bay Road , Road Log No. :>b~~Ull , trom M.P. 8.30 to H.P. ~.:>l. ~~~XXXXXX~~XXXXXXXbe improved aa-tOllowal ------ ------- Resurface with A.C. including shoulders, drainage improvements, channelization. IT IS FURTHER RESOLVED that an appropriation trom the ottioially adopted road tund bud.at and baaed on the oounty engineer'. .atimat. ia h.r.b~ 11I&4. in the amounta and tor the purpose showna Z <C' :1:1- I-~ ~~; WU' -"0 ua rJ) w~ ~ 151 enlJ. -0, UJ ' ::!E~ ~:::::; u..<C !!l~ :1:UJ 1-:1: ZI- ;::0 zl- wWi ~5\ Uen 0- a!::: UJUJ :1:u 1-- !!:b Z wen u- i=~ o Z PURPOSE PREVIOUS APPROPRIATION PRESENT APPROPRIATION !':?<; nnn nn !':?n nnn nn ~.4a; nnn nn (:?,=,n nnn nn Engineering R1ght ot Way Acqu1si tion Sub-Total Construct10nl X Con trae t =County Foroe. TOTAL $275,000.00 K-This project ia 1ncluded 1n the ott1c1ally adopted annual road program aa Ite. No. 8 __The project 1s hereby made a part ot the ott1c1ally adopted annual road program in accor4ance with R.C.W. 36.81.130. IT IS FURTHER RESOLVED thatl x-The construotion is to be aooomplished by oontract in aooord- anoe with R.C.W. 36.11.020 et. seq. __The construotion 1s to be accomplished by county toroes in acoordance with R.C.W. 36.11.060 and W.A.C. 136.18. PASSED AND ADOPTED THIS I () "!..."- DAY OF +<JJ . /9)(9. BOARD OF JEFF~RSON COUNTY COMMISSIONERS ~~ (f/4Ut1-~ Cba rlllaD ~/ Member ~~-~~~ -r" SEALI ,0 o ,("--0' -.... ---- ..I, ,!~~:\..~!~:",,,, ;,..;,, i,.i':"~";'~'u;J': 'r -- --- c.~ E)(~~ U lhll&iLl.l ~.-onIll~J:Ia.1 .., ~":M~- 'jut .. -- ~ 1ll.2 .~r. 10 M__AilIIll. .....,', _._,.-.... _Ull.~ I o o 32 X I D IIIUlllIllAUIi~ '_ o -- . In the matter otl STATE OF WASHINGTON COUNTY OF JEFFERSON 'x 29-89 RES01.UTION NO. Inltiatlng I~ a oounty X projeot deslgnated as X ("~nRl? X IT IS HEREBY RESOLVED that Oak Bay Road , Road Log No. ~b~~Ull , trom H.P. 8.30 to H.P. 9.~1 ~~~xxxxxx~~kXXXXXXbe lmproved as-tOllowaa ------ ------- Resurface with A.C. including shoulders, drainage improvements, channelization. IT IS FURTHER RESOLVED that an approprlatlon trom the ottlolall~ adopted road tund bud..t and ba.ed on the oount~ englneer's e.tlmat. la horeby aad. in the amount a and tor the purpoae ahown. Z <1:' :1:1- I-~ ex: ::!E, ~a'i -'0 ua m~i -" 1-' cnu.. -0, ~~ ~:::::; u..<C !Q~ :I:UJ 1-:1: ZI- j:c zl- w UJ ::a ;:)' ::I o~ Urn 0- Cl!::: ww; :1:u 1-- ~13 z wen u- i=~ o Z PURPOSE PREVIOUS APPROPRIATION PRESENT APPROPRIATION ~?c; nnn nn ~?n nnn nn ~.4t; nnn nn ~?~n nnn nn Engineerlng Rlght ot Way Aoqulsltlon Sub-Total Construotion. x Contraot =County Foro.. TOTA1. $275,000.00 K-This projeot is lncluded in the otticlally adopted annual read program a. It.m No. 8 __The project is hereby made a part ot the otticially adopted annual road program in acoordance with R.C.W. 36.81.130. IT IS FURTHER RESOLVED thatl ~The construction is to be aocomplished by oontract in accord- ance with R.C.W. 36.77.020 et. seq. __The construoticn is to be acoompllshed by county torces in acoordanoe with R.C.W. 36.77.060 and W.A.C. 136.18. '1"" //t:\"j7 I () - DAY OF T.ll':/ ,/?5?9. BOARD OF JEFFERSON COUNTY COHHISSIONERS ~t' (f:/~d-G~- . eha rmaD ~/ Huber ~~/l~4~ PASSED AND ADOPTED THIS ,r , SEA1.1 ,0 o ATTEST I ~(/~' rf:) J) 'J . v,. (J-2di a ,". .~, i~/VLi?i.c.. Clerk ot tbe Board d - (=~-~--' - '~ 0(') '';It! ' Jl . ,,~" "" .;(::,~ :(1"" ~~ ~I - t , . ) 10 I o o 32 X 10 "lllll~ llillIli - Z <C . :1:1- I-~ a: ::!E, <C ;:), ~g, ua CJ) "'I' ffl:1: -"I- en u..' -0 ~~ ~:::; u..<C ~a ~~I ZI-' ~ ~,.",l wWj ~E\ Uen 0- a!::: "'''' :1:u' ~-! !!:13 Z wen u- -:1: 13h Z :.,...~, o o o .. (.'.. JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS PROJECT/WORK AUTHORIZATION AR EA ,/tI. ~ $'. <k:> rt> ?oSI AREA CODE: PROJECT NAME ~,t:: L3A7" /(tJ. /-1.1'. &'.?u - 9'.5/ No:IOZ- I 000812 PROJECT TYPE OF WORK Lt!!:-5c/d.'p,:J.tt;te: Cl.hA,vIV€L...fZ.A 7?c."J / BREAKDOWN OF WORK ITEMS: /heu~/ "u,q/2-y ..6..r../AJ~"/I!/,,...,/C .4/tV /./<::..ra.tS 1770......) CDO-U!:lr.euc 77'0"-) COST ESTIMATE: $2~ otn ~ ~~. o<2a.:.....9~__ :) :2.3<"{ I"ldO.oo I I . :D I I I I I TOTAL: .s. r'Z7S; tJOo . OcJ SUBMITTED ~~ ~ BY: A,./L-( , ~..u-: / , ?/. 1981 APPROVED: ~- ~ lqR~ BY: DIRE1ZR"';;? ~L1~~ ROUTE TO: ~, ~ I 0 G- ,Il,SS-J-sTrn I D l'REe'rOR IT ACCOUNTING 0 0 ~rl l~rJ(j(AJI!',t;", \.....- 0 ROAD SUPERINTENDENT - 0 BOARD Of COUNTY Ca-IM I S5 J ONERS ~-CONSTRUCTION ENGINEER /p:2- G- ~ ~~ - ( 32 xl 0 IlHg Il'JrIlIl!IiIIlIIl!illIlI_ 0".:) 'iY' .l. 'c~--;- 'l:t"'~...,., I, ~ 10 ~4 h4""'h~r~ i.C; ;i,,'H" !.> - ,~'i..~~~" J1 ;.11\" "_ ...... - - z <( . :1:1- t-~ C::::!E <C;:) UJu -"0 ~a en UJ, UJ :I:: -"I- enu.. -0 UJ>- ~!::: a:-" u..<C ~~ :1:UJ 1-:1: ZI- ;::0 zl- UJUJ ::!E:;) ;:)a uen 0- a!::: UJUJ :1:u ~~ Z woo u- -:1: 131- Z In In [/ [ [j [; .'- t U ',[ [ ,) [i , , ..J, t t L ,/ U t L L ".. o o - Design Repoit Oak Bay Road CR081~ J~1 (e(5L.r~ :':'~ounty ~..___;;.;-=-=.. ~;;;r-=- .:. - , ~ Par;:lr(t~!trix, Inc. .LIL~~=---_._ \... 0 = .. o o ......_..-.,-_..~ ._....~"...- oJ> I o () ~3:2)<~D - o o .. DES:EGN REPORT FOR OAK BAY ROAD CR0812 JEFFERSON COUNTY Prepared by: parametrix, Inc. 4970 Auto Center Way Bremerton, Wa 98312 December 5, 1989 --.. ~, ~ -- lllkl ~.{;:':';;) I ., .'.'","-l~~:ir;~:!,:,,:':"" . ;~: \' :D,~.-;:;,');%t~;\,:~::\;:....:,;,::" i~f~~'?~"l\ri' ,l""" i 1 j j I ) "r ) 10 U .L.r........::-l.. ~_ ~. ~ I o o 32Xloi ,I _l -'.~Mt~' . __ - .. TABLE OJ' CONTENTS INTRODUCTION A. SIGHT DISTANCE B. TRAFFIC DATA C. DESIGN HOURLY VOLUME D. LEFT TURN LANE ANALYSIS E. RIGHT TURN LANE ANALYSIS F. ROADSIDE CLEAR ZONE INVENTORY G. INTERSECTION LIGHTING H. TRANSIT FACILITIES I. PEDESTRIAN FACILITIES J. DESIGN SPEED STUDY K. IMPROVEMENT COSTS APPENDIX , _- ,- . t: ' , ':-. ';'{ i o o PAGE I 1 1 5 I 11 14 16 '18 19 23 25 28 31 35 1'/'(, , l: D 'l'.;~7';"''''''''~~:.'~:;' .. "e ",' II", II',^" ",.t i ' '..' ''',', , ~ 'f If ,,,~fr~:\o'1~~ 1\;~\~,,: j J) :'\ !.~1 J.. / 1;1 ~}'~+ ~ ~ ): :~'Io I o o 17 ............. I Z <C ' :1:1- I-tD ~~, "'u -"0 Uc en ' ffl~i -"I- en~ -0 "'>- ::!EI- ~:::::; u..< ~a :1:LU 1-:1: ZI- ;::0 zl- '" LU ::i: ;:)' ;:)c' Uen 0- a!::: "'LU :1:u 1-- !!:13 z wen U- ~ :1:, a...' z r o o .,.,~~ l. 0 ~._- o o .. ( CR0812, OAK BAY RD. 8.20-9.61 Supplemental Desisn Report To be Used with the Desisn Report prepared by Parametrix, Inc. Project History: This project is actually two projects combined. The first project was conceived as an overlay to increase structural capacity and provide a better ride and add paved shoulders between Swansonville Rd, and Walker Way, with the roadway width being 28 feet to coincide with the geometries to the north. The second project was to overlay and widen Oak Bay Rd, from Walker Way to Paradise Rd. utilizing the same 28 foot roadway width and being surfaced full width. Also, both projects considered addressing right turn tapers at the various intersections along the corridor. The northerly project was submitted for R.A,P, funding, but did not rank high enough to receive funding. Current Project: As stated above, the current project combines the two previous projects and concerns, with the addition of determining and mitigating safety hazards and addressing traffic capacity and movements in the project scope ( See Design Report prepared by Parametrix ). Findings: The traffic data and the current traffic growth rate (10.5%) indicate that left turn channelization with illumination at three intersections are warranted if 10 years is used as the expected life of this project. Additionally, the AADT on Oak Bay Rd, ( 2,600 current, 7,050 in ten years at current growth rate) is significant enough that the two pedestrian crossings located where there is no stop oontrol are a concern because of the potential conflicts of ,the pedestrian / vehicular traffic due to the continued development adjacent to the projeot and traffic growth. Other concerns are the inadequate sight distance at Walker Way and Oak Bay Rd. to the southwest and at Admiralty Way and Oak Bay Rd.in the same direction, the lack of paved shoulders, the need for improved pedestrian/bioyole faoilities on Oak Bay Rd, east of the Paradise Bay Rd. intersection and west of the "condominiums", and a need for a pedestrian walk way on Swansonville Rd. at Oak Bay Rd. Additionally, there are several objects and conditions within the clear zone that require oonsideration for mitigation and some minor drainage problems within the project. In addition, Jefferson Transit is requesting that bus pullouts at several looations be inoluded j,n the improvements. "- c ~- 0(..,.) u_ ~~ I r- IIIll. Ul!tt ~.......----.- ............. /1.. - I I I I 1 I ! i \ I 1 ~ j I I t ) 'I' 1":' .~. _I. ( i , , ( , 10 __......~J I o o 32X I 0 JdMI. -- Z <C ' :1:1- l-iE a:::!E <;:) "'u -"0 ua en ' ffl~i -"I- enu.. -0 "'>- ::!EI- <C- a:-" u..<C en;:) _0 :1:", 1-:1: ZI- ;::0 zl- '" '" ::E ;:), ::;)C' Uen 0- a!::: "'''' :1:u 1-- !!:13 z wen u- ~:I:, o~ Z r o o (--;,. - o o .. (' Conolusions and Reoommendations: With the above in mind, and oonsidering that this is a 3R project, the following improvements should be aocomplished by the project: 1) Overlay and widen to 28 foot roadway width with paved shoulders and address drlanage concerns. This work will accomplish improving the structural integrity, and provide safety enhancement through improved pedestrian/bicycle accommodations (paved shoulders) improved driving surface, and reduce the ha3ards associated with inadequate drainage. 2) Provide right turn taper or pocket at Swansonville Rd, and Admiralty Way, These improvements will increase the operational performance by reducing delay on Oak Bay Rd. caused by the reduced speed of right turning vehioles due to the geometrics, sight distances and pedestrian traffic at the interseotions, 3) Construot left turn channelization with illumination at the Paradise Bay/Osprey Ridge Rd. intersection including a minimum pedestrian walkway on the north side of Oak Bay Rd, east of Osprey Ridge Dr. This amelioration will provide enhanced safety by improving the operational features of this intersection that in the existing oondition are inadequate due to the high peroentage of left turns from Oak Bay Rd, to Paradise Bay Rd and provide improved pedestrian facilities. 4) Excavate and slope the southwesterly quadrant of the Walker Way/Admiralty Way interseotion to provide the minimum sight distanoe for passenger car. 5) Plaoe guardrail on embankments where required and remove roadside hazards within the olear zone. This will provide further safety enhanoement. 6) Improve pedestrian facilities by constructing paved shoulder approximately 400 feet on Swansonville Rd. (northerly side) from the intersection, oonstruot a minimum pedestrian walkway on the north side of Oak Bay Rd. east of Osprey Ridge Dr. and reduce the number of pedestrian orossings in non-stop oonditions to reduoe the potential for pedestrian-vehiole oonflicts. 7) Construct bus pullouts as requested by Jefferson Transit. This work will improve the operational performance and enhanoe safety by allowing the buses to on/Off load passengers out of or near the traveled way and by reduoing pedestrian-vehiole oonflicts. ,.. E) ::;;:) ..L...~~ ~1I1 -- ---- 1 ~ -- ..-" lLl.J..llilLMlitL~~ - I ~'>> 10 ~= ~.. ~~.~L o o 32X 10 ~"lliIIlIIllIMII - .1MIIlW - Z <1:' :1:1- I-~ ~::!:l ~B', uO Cl enW\' ffl:x: -"I- enLL -0 "'> ::!EI- ~~ u..<I: !!1a :1:W I-:x: ZI- ;::0 ZI-, WWI ~ ~~h UUl c- a!::: "'w :1:u I- i=' !!:o z ~ !{1. -:X:I 13~ Z ',J'.. o o c---; '<;f' o o .. ( ( Additionally, the standards to be used to design the improvements are to be in accordance with the Local Agency Guidelines (LAG) for 3R projects. with guidance from the TRB Special Report 214, and the W.S.D.O.T. Design Manual. Costs and Fundin8: The current estimated construction cost for the above improvements is $ 415,000 (exclusive of engineering and right of way costs), with approximately $ 14,000 of the cost being attributable to the four requested bus pullouts. Funding for this project is Jefferson County Road funds with Jefferson Transit Authority contributing for the bus pullouts. Additional funds shall be pursued from Pope Resources for some of the improvements to the pedestrian facilities as they are identified. Date /Z~U-87 Coordinator Approved: et~~:r:., co~:i; E~;::~~ ~<<-J t2 R- Date I-II-'ID Gary A. Rowe, P.E.. Direotor of Public Works file: CR0812, desisn l~r - .g , " .,0 ..., ,-- ," ",:.,::::.,1-"f'-; '. ~.-.- . .' ',', [ , , ;,~ I o o 32><10' (~-;"..., "-.::-. -, -- Z <C . :1:1- I-~ ~~: "'u -"0 Uc ~!;!\ ~ t=1 enu.. -0 "'>- ::!EI- <C- a:-" u..<C ~~ :1:", 1-:1: ZI- ;::0 zl- '" W, ~ 5, Uen c- a!::: "'w :1:u 1-- !!:13 Z WtJ) u- -:1: 13'" Z ,.,.. o o o c' .. INTRODUCTION I ! I I I I I I I I I I I I This report has been developed to provide a current assessment of the existing characteristics of Oak Bay Rd. from M.P. 8.20 to M.P. 9.61. Oak Bay Rd is a well traveled County road, located in an area with high tourism and projected future growth. The intent of the analysis is to identify physical features that may create a safety hazard for the traveling public or limit capacity for projected traffic volumes. In order to accomplish this, the following physical roadway features and traffic characteristics were analyzed: o intersection sight distance o roadside clear zone inventory o ADT o vehicle classification o directional split o peak hour turning movements o design speed o design hourly volume The data, analysis and recommendations in the report will provide the tools for determination of the extent of improvements and right of way acquisition necessary to attain these improvements. A. SIGHT DISTANCE GENERAL Sight distance at each intersection was analyzed in accordance with the WSDOT Design Manual (Section 324 - Intersections at Grade) and the AASHTO, Geometric Design of Streets and Highways. The three basic types of sight distance considered were; turning sirJht distance, crossing sight distance and stopping sight distance. Sight distance requirements for turning and crossing were analyzed in accordance with WSDOT. At the 4-leg and tee intersections, the driver of the vehicle stopped on the minor road requires adequate sight distance to turn left or right onto the primary road and attain average running speed without being overtaken by an approaching vehicle going the same direction at the average running speed. ,At the 4-leg intersection, it is also necessary that the driver of a vehicle stopped on the minor road see enough of the major road to safely cross before a vehicle on the major road can reach the intersection without sUbstantially reducing speed. stopping sight distance was analyzed in accordance with AASHTO - Geometric Design of Streets and Highways. Requirements therein state that the sight distance at every point along the roadway should be at least that required for a below average operator or vehicle to stop. The vehicle traveling 011 the main road approaching the intersection should have stopping sight distance as an absolute minimum requirement. -1- - ~ 0, "'"",),, " .('-.....'........:. "',''''''''1'''', "i~' .~., "h"'l""",--" [ , 'i',' ..>> ......... I 10 I o o 32 X 10 -~~~ ( 0 - Z <C. :1:1- I-~ ~~, "'u -"0 ua Ulw"\ ffl:1: -"I- enu.. -0 "':>- ::!EI- ~:::::; u..<C ~~ :1:w 1-:1: ZI- ;::0 zl-, '" w, ~5: Uen 0- a!::: "'w :1:u 1-- !!:13 z WtJ) u- t= :1:, c'" Z ,r o o o o .. ANALYSIS CRITERIA The data required for sight distance determination is; m~jor road vehicle speed, design vehicle type, and grade of the m~nor road approach. For this study the Oak Bay Rd. regulatory speed limit was utilized for the design speed, unless otherwise indicated. The design manual utilizes design speed values rounded to the nearest 10 mph and from field observations the speed limit was considered a reasonable assumption for design speed in the area. The design vehicle used for this analysis was the WB-50 due to the moderate amount of truck traffic in the design area; however, if the existing terrain obstructed sight distance for the WB-50, the analysis was also provided for a passenger design vehicle. The grade of the minor road was determined in the field. The crossing and turning sight distances were determined directly from the WSDOT Design Manual as follows: The Turning sight Distance for a WB-50 design vehicle was determined from WSDOT Fig. 324-4, pg 324-5, sight Distance for Turning Vehicles, utilizing the Oak Bay Rd. regulatory speed limit. For the 4-leg intersections the required turning sight distance value was compared with the crossing sight distance required by WSDOT Fig. 324-15a , pg. 324-24, Sight Distance Grade Intersection with stop Control - Crossing Vehicle. The time for acceleration (ta) was determined from the crossing distance (X), which is the sum of the road width plus the vehicle length (L). This value was adjusted for the grade on the minor road utilizing Fig. 324-3, pg 324-5. The sight distance was then determined from the equation: S.D. = 1.47(V) (2 + tal. Where: V Design Speed on Thru Highway ta = Time for Acceleration S.D. = Sight Distance The larger of the turning and crossing sight distance values were utilized for analysis. This distance was measured along the major roadway and the line of sight located. The line of sight profile was then generated on the existing ground. If the existing terrain did not provide the required sight distance for a WB-50, the sight distance was also determined for a passenger design vehicle. The intersections with inadequate sight distance for a crossing or turning vehicle were checked for stopping sight distance in accordance with AASHTO - Geometric Design of Streets and Highways, Table III-I, page 138, Stopping Sight Distance (wet pavement). The maximum value for the design speed was chosen from the table. -2- [ -, u_ ~ ~ f) (:) - (' . \ \ ) :1 ~ I ,.~ ilt i I j , '1 J f I 10 _nr I o o 32 X 10 - Z <C . :1:1- I-~ a: ::!E, <C ;:), "'u -"0 Uc WW' ffl :1:1 -"I- enu.. ~oi ::!E~' ;2:::::; u..<C ~~ :1:", 1-:1: ZI- ;::0 zl-, WWi ~ 5; Uen 0- a!::: UJ "', :1:u ~[3 Z wen u- i=~ o Z l L I I I I ',r o o (--; o o .. Each critical sight distance was plotted on a plan view. This view shows the relationship between line of sight, alignment and right of way. The lines of sight with obstructed sight distance were also plotted on the cross sectional view of Oak Bay in order to show the minimum excavation necessary to achieve adequate sight distance. \ I I J j The results of the analysis are tabulated below, the plan view, profile and cross section plots are contained in the Appendix of this report. RESULTS Intersection 1: Oak Bav - Osprev Ridae Rd. / Paradise Bav Rd. The line of sight to the west from both osprey and Paradise is unobstructed and no improvements are therefore necessary. The approach grade on Paradise varies from a 4% to 0%, a 2% grade was used for design purposes. The turning sight distance was critical at this intersection. Sight distance to the east for a WB-50 is obstructed from both the osprey and Paradise approach. Excavation and right of way purchase would be required to satisfy WB-50 sight distance requirements to the east as shown on plot sheets 6 & 7; however, turning sight distance is satisfactory for a passenger car design vehicle. The stopping sight distance on the main road has been determined to be adequate at the intersection by field verification. 1 ' TABLE A-l INTERSECTION 1 - SIGHT DISTANCE SUMMARY LOC. VEH. TYPE SIGHT LINE OF DIST. SIGHT* RESULTS (FT) APPROACH DES % GRADE SPO DIR. (MPH) Osprey Ridge Rd. WB-50 -0.7% 40 E(LT) 820 A-1 Req. R/W & Exc. WB-50 -0.7% 40 W(RT) 820 B-1 Satisfactory Pass Car -0.7% 40 E(LT) 680 C-1 Satisfactory Paradise Bay Rd. WB-50 +2.0% 40 E(RT) 835 D-1 Req. R/W & Exc. WB-50 +2.0% 40 W(LT) 820 E-1 Satisfactory Pass Car +2.0% 40 E(RT) 620 F-1 Satisfactory Stopping S.D. = 335 LF is adequate at Intersection 1. * See Plot sheets 1-7 in Appendix. Intersection 2: Oak Bav Rd. - Walker Way / Admiraltv Wav The line of sight North from Walker Way is obstructed by trees in the vicinity of Walker Way. Minor tree removal within the right of way will satisfy sight distanoe requirements. The line of sight -3. I ....it> l'\"'i"Y""\~~f~~~" ~ , . I ... '" ,"';(", 0 w l ,)~>j(~~.~." < 'J , ., 'f '~I f,j." f" I <r~ ) .. ~..:.i::{~::::.::'~~=~~:'~I!-~=,;;'o~l~"!"''''''~'' ,.,~ r.iL J ~ '-"':" ;:.::.... . ~;'^ u,":cL ~~l' ~ '. ...........L I o o .......A~~ti 32 X 101 "_lr;JIi1A' ~w~ - Z <C . :1:1- I-~ a: ::!E, ~B; -"0 Uc ~wi '" :1:, -"I- enu.. -0 :E ~. ~:::::; u..<C !Q~ :1:w 1-:1: ZI- ;::c zl- '" W' ::!E ;:)1 ;:) a1 UUl 0- a!::: WW' :1:u ~~ Z wen U- i=~ o Z ,,..' o o 'l7 I L I L I I I I I I I ('~ o o .. North from Admiralty Way is unobstructed and no improvements are therefore necessary. The line of sight Southwest is obstructed from both Walker Way and Admiralty Way. Excavation and right of way purchase would be required to satisfy WB-50 or Passenger Design Vehicle requirements to the Southwest. The results of the sight distance analysis are shown on plot sheets 10 through 16 in the Appendix. The excavation necessary to meet sight distance requirements can be seen on plots 14 through 16. The stopping sight distance has been determined to be adequate at the intersection by field verification. TABLE A-2 :rNTERSECT:rON 2 - S:rGH'l' DISTANCE SUMMARY VEH. APPROACH DES SIGHT LINE OF LOC. TYPE % GRADE SPD O:rR. DIST. SIGHT* RESULTS (MPH) (FT) Walker Way Rd. WB-50 0.0% 30 N (LT) 620 A-2 Clear Trees WB-50 0.0% 30 SW(RT) 620 B-2 Req. R/W & Exc. Pass Car 0.0% 30 SW(RT) 460 C-2 Req. R/W & Exc. l Admiralty Way WB-50 +4.0% 30 N(RT) 850 D-2 Satisfactory WB-50 +4.0% 30 SWeLT) 795 C-2 Req. R/W & Exc. l Pass Car +4.0% 30 SWeLT) 460 F-2 Req. R/W & Exc. Stopping S.D. = 200 LF is adequate at Intersection 2. * See Plot sheets 8-16 in the Appendix. Intersection 3. Oak Bav Rd. - Swansonville Rd. . The line of sight for a WB-50 at Swansonville was unobstructed in both directions for vehicles traveling at the regulatory speed limit (30 MPH from south, 40MPH from North) on Oak Bay. No improvements are therefore necessary to meet sight distance requirements for the current regulatory speed limit. The sight distance at Swansonville was also checked at 40 mph from the south, due to consideration of increasing the speed limit to 40 mph through out Oakbay. The sight distance for the WB-50 looking South with the 40 mph criteria is slightly impaired by trees and requires minor earthwork to satisfy eight distance requirements should the speed limit be increased. The results of this can be seen on plot sheets 17 through 19 in the Appendix. -4- ~ ~~,.::).""'....~_._~ o ~ = 'eg::,i~ , '.:':~.:_'.'~!~~'z~:~ :'::~}2.',:' " ,: {~t:r{~'~:,;~1~f5'::::,~i,.~\. ~~~;,!:~~~t '. -, Ii ; '"L. \. ~ n ~, ) LJ 10 I o o 32xlo,. I I I I I ~~-,.....,..,_..,- - L 0 - Z <C ' :I:I- I-~ ~::!E. ~a\ uO en ~; ffl :I:l -" 1-' enu.. -0 ~~ ~:::::; u..<C !!2~ :I:", I-:I: ZI- ;::0 zl- ~~I ;:)a' Uen c- a!::: "'''' :I:u 1-- !!:13 z wen u- i= :I: , 0'" Z ,r o o o o .. I I I I I TABLE A-3 XNTERSECTXON 3 - SXGHT DXSTANCE SUMMARY VEH. TYPE APPROACH DES % GRADE SPD DIR. (MPH) SIGHT LINE OF DIST. SIGHT* RESULTS (FT) LOC. Swansonville Rd. WB-50 WB-50 WB-50 0.0% 0.0% 0.0% A-3 B-3 C-3 Satisfactory satisfactory Clear Trees 40 30 40 N(LT) S(RT) S(RT) 820' 620' 820' *See Plot sheets 17-19 in the Appendix. B. TRAFFXC DATA GENERAL l L I I I I Traffic data collection was performed to determine design parameters for the analysis of channe1ization improvements on Oak Bay Road. An 86 hour mechanical traffic count was conducted Thursday, August 3, through Sunday, August 6, 1989. The turning movement counts were conducted Saturday, August 26, 1989 from 4:00 - 5:00 p.m. CONSOLIDATION OF DATA The four day traffic count was directly utilized to determine ADT, peak hour and vehicle classification. Figures B-1 and B-2 show the location of the counters and the actual ADT from the 4 day count, respectively. Counters no. 5, 7-12, and 13 were utilized for the Oak Bay project. Table B-1 shows the ADT, directional split and vehicle classification data from the traffic counters. Table 6-1.2 shows the current A.D.T. at each location and the projected value for a 4 and a 7 percent growth rate over a ten year period. The method used to determine these values is the same as that used to determine design hourly volume, see Section C. The peak hour volume data obtained from the counters is shown in Table B-2. These peak hour volumes were utilized to develop the design hourly volumes for left turn lane analysis. As shown on Table B-2 the peak hour at each location occurred during different time periods. It was determined from reviewing the counter data that the volume on Saturday between 4:00 p.m. to 5:00 p.m varied less than 6% from the established peak hour volume at each intersection. Therefore, the turning movement counts for the three intersections were performed Saturday during the 4:00 p.m. to 5:00 p.m. time period. The actual data from the turning movement counts is contained in the Appendix. This data was utilized to develop percent turning vehicles for vehicle volume distributions. Figure B-3 shows the % turns at each location. -5- "". .Ill:l1l!l1 c -. ...... f) (~~ ~~.L.I~-'-:" " "''"'fljiff)',:,:;:':; .""., .u:......' x~'i .:.",'i"~'M f.i1.. ----L1.1 '.M". , -...~ \ 1 I ~ 1 \ I (I 10 ..a~ Jl'l!":-:": , I o 0 32X 10 1.I..&1J1~J1 ,'._...;/M......... IIdlMl - Z <' :I:I- I-~ a: :iE. ~;:), -"u UO c ffi~\ -"I- en u.. -0 ~~ ~:::::; u..< !l1~ :I:w I-:I: ZI- ;::0 zl-, '" W, ~ 5'\ Uen 0- a!::: '" wi :I:u 1-- !!:b ..z, wen' u- i= ~! o ' Z ., , I I [ I I :;r"" , I [ [ [ I I o o " 'c~ 0 ,--- , o o .. I \ '._ 6,8,10,12,13 Vehicle Counts and Vehicle Classification 7,9, II Vehicle Counts Only Figure B-1. Location of Traffic Counters Aug. 3 - 6. 1989 I o o -6- - -~-~ k,' -~ L" "..,.., ..",..::~~:;::j,:;,. "".'fi'ni""I', ,. ", ,._".....1....' .',' .. ....-......~ I" - z <. :1:1- I-~ ~~, wB' -"0 Uc ~w; ",:1: -"I- enu.. -0, '" ' ::!E~ ~:::::; u..< ~~ :1:w 1-:1: ZI- ;::0 zl-, '" W' ~ 5\ U,en c- a!::: ~~: 1-- !!: 13i Z Lij en' u- i= ~I o I Z ' 'Y'''' 1 . , o o [ I I [ [ ':Co -- o o .. Figure B-2. Average Daily Traffic From Traffic Counters Aug. 3 - 6, 1989. -7. [ , " ':~Y... ~' ': ,~,:.>";,'" ,......,....-.'.,',"..,. i: 1:1: iu Data i ~ . ) - I o o 10 , I 32><.1.0) - :C--'-o"~~'." ~,.. '1.... 'IT t ':.i>:, ,.~' --. o o .. o :l'.~C~' ",,) , '::~:'''1l~r;1;.:~_7~::':'''~':::';:~~' ""I), ,..., .. ,'",,,,,,,'..., "'~"'" ",",'" """ "', -t: ::;:';';~':',1 ~ ,'. _', "~,,',~,, ~:;'~~'();i}iY'~~ ';'~~;;,;j!,ti},:>~p;': ':',Ji\~'\\jf,:",f!\',;<(T>f;;,,_i1:~i ,~',"I; ,I I[J.. ~~~.",,,..,, - -1 :~ ,} 1 i it !:.? ;~ ~~. '$ i .II t ~ lit i j ":~ ,)~ ,~~, I .~ 1: ij 0 , I 32tlD - Z <C. :1:1- I-~ a: ::!E, <C ;:)' Wu', -"c' Uc en w' ~~I enu.. -C, "'> ::!EI- ~:::::; u..<C ~~ :1:w 1-:1: ZI- ;::0 zl-, ww! ::!Ec;:)l ;:) , Uen c- a!::: Wwi :1:u' t;:i= _c' z wen Us:' i= h; o " Z , I ~r~"-' I I o o c .0 :::~~:=~,- ....',...'.......' c.; :::"~.l o o .. -9- :~" '.&~~:: ~,~,~,"_':~5~,~",'~f~",);~i~~:~~~~\~;J_~t~j;y';:; i ",10 ~ ..;;;::::1 - I o o 32Xlo : ~~....:_, ,.... "- .... o !- o .. r TABLE B-2 \ PEAK HOUR DATA FROM TRAFFIC COUNTS, l Z LOCATION PEAK ACTUAL PHF ! <C. i :1:1- DAY VOLUME*. I-~ HR* ~~; I wu' INTERSECTION 1: f -"0 Uc en WI Oak Bay Road Friday 167 .89 ~~I 11:45 a.m. - I enu.. 12:45 a.m. -0 :E~ osprey Ridge Rd. Friday 27 .27 ~:::::; u..<C 3:30 p.m. !!1~ 4:30 p.m. :1:w 1-:1: Paradise Bay Rd. Friday 201 .88 ZI- ;::0 3:45 p.m. zl-, 4:45 p.m. "'''' ::!E ;:)1 ;:)a'\ l Uen 0- INTERSECTION 2: a!::: WLU: Saturday :1:u' Oak Bay Road 251 .91 1-- !!:13 4:15 p.m. Z 5:15 p.m. wen U- i= ~i Walker Way Rd. Friday 3S .79 c 1:00 p.m. Z 2:00 p.m. Admiralty Way Sunday 154 .88 3:45 p.m. 4:45 p.m. ~r .' I , INTERSECTION 3: Oak Bay Road Saturday 246 .93 4:00 p.m. 5:00 p.m. Friday 76 .86 4:45 p.m. 5:45 p.m. o Swansonville Rd. o I I , I I (--;._..~~- ~1iLi.".i....~~.;-,- * As identified from actual ACT counts ** Total Volume both directions 10 ~ !!:': '....r'. , ~~ :~.~~ j ",:::~~, ~:'t~;~~~~"I;';;;~2~'I':2;~' ':- ::~~~,~ w -C' I o o 32xloij ......"" '~ "~.""'1Ii/ ........... Z <C . :1:1- I-~ ~~: "'u -"0 ~a ffl~1 -J t-: enu.. -0 "'> ::!EI- <C- a:-" u..<C ~~ :1:", 1-:1: ZI- ;::0 zl- '" '" ~5' Uen 0- a!::: "'''' :1:u 1-- !!:13 Z wen u- i= :t:1 01- Z r o o ("-; ,,' o o .. c. DESIGN HOURLY VOLUME GENERAL The design hourly volume was based on existing peak hour volume data with adjustments for growth, specific area development, and 15 minute peaking characteristics (PHF). METHOD The existing peak hour volume was determined from the 86 hour traffic counts conducted in August 1989. These values are shown in Table B-2. Two variables are necessary to determine the warrants for a left turn lane: 1) peak hour volume on the main road, and 2) percent of peak hour volume turning left. The anticipated peak hour growth rate for traffic on Oak Bay Road was determined during meetings with Jefferson County staff. As on the other projects, a 4% per year rate over a 10 year design period was chosen as a base value since the past growth rate in the area was not considered reliable. This value was then used to increase the peak hour values determined from the actual traffic counts. The values thus developed were then used in the determination of the warrants for the left turn lanes. Where there values were not sufficient to warrant the left turn lane, the yearly rate of increase necessary to warrant the improvement was determined as well as the time period at a 4% per year rate. The results are shown on Table C-l. The second variable used to warrant a left turn lane is the percent of DHV turning left. Values used for the analysis were those resulting from the actual turning movement counts. Figure localized development could increase specific left turn lane volumes considerable depending on the location of the development. Such specific developments are unknown or uncertain at present. Substantial increases in thi.s involvement could increase the need for a left urn lane. These values are speculative and provide the design hourly volume which justifies left turn lanes at each intersection. Known development in the area includes the Port Ludlow Hotel, a new 125 room, 95,000 square foot hotel and conference facility to be constructed near the existing Port Ludlow Harbor master restaurant. Trips proj ected for this development were predicted from data supplied by the developers and the Trip Generation Manual. Forty vehicles entering and forty exiting are projected during peak hour. This volume of traffic was distributed at the intersections based on the existing traffic patterns determined from the peak hour turning movement counts (C-l). The distribution of the forty vehicles is shown on Figure C-2. The peak hour factor (PHF) used at each location was as indicated on Table B-2. -11- c QC:) ., .. III J L .aL -" ~.:::l ~...&... ~ ~1IIl. IIIIIio..... - I' . " f ':1 ~ I , i J 1 I I I i I \ I I I 1 :j J , 10 ~ - I o o ~~2 X I 0 '---'-18 ....~ - z <(' i=~ a: ::!E, <( ;:); Wu -'0: ua en ""\ en:I: ~I- en u.. -0 w>- ~!::: ff~ ;:), !!2o :t:", I-:I: ZI- -0 !z 1-; wWi ~ 51 Uen g~ wwi :I:u, I- i=i !: ~. W(/)' ~~i o " Z I 1 f I I 'r"" I .. '0 o ,:(~"~', o o .. ,117R618~.41 SWANSONVILLE + ROAD u:::r:::LJ ~ f70ill ~I @ill] --- 01 ;31 a:: .-/ >- IlJ cr IlJ ~ IlJ CD Movoments Hovr Turning Existing Peak Based on Figure C ~ I. Peak HO~istrlbution Volume (0/0), -12- k'" ",'.:,':':~: ""'"..".,~ u D ""'A ',""" ", ....".......'v......."........l. " . ~'/;irt~ - "'- , ' I 0 o \\~-''',..." '::32:X I(J '-";-":"':"\C''''_'''' ;"','", - Z <c. :r::1- I-~ ~~1 UJ u' -'0 Uc ~~\ ~I-I en u.. -0 :g~ ~:::::; u.<C 5Q~ :r::w I-:I: ZI- i=o ZI-, UJ w ~ 51 Uen 0- c!:::: ww! :::z:ul ~5i z' ill tn' u-, i= ~i o ,I Z ~""". ' I , I ;0 o o o .. SViANSONVILLE li~. ....c:..L + ~ ROAD ~H~ ~ l!~. Q: )- W ..J ..J :; WALKER ~ + ~ UO :;;- ~J, ~, ~it-I~ //' ~ + ~-----~ ~/ ~ H~ OAK~ + i II.. BAY ROAD ~ =H= ~ II:: )- <t <C 0. CD ADMIRALlTY ~ ~ WAY !) Ba5p.d on EKlstlng Peak Hour Turning Movements Figure C - 2. Distribution of Vehicles From The Port Ludlow Hotel. I I C"' 4 '---.7 : 0 ' -13- J~,' . . "~:D 'c~:-'~!i?lM}):,::,:':':' G "" "", ""'\",k'",~,'"'' ..."....J' ,<:(",~,;, "'i,: .' ,(. ,,',., '~<~i~~ft~:r~I''.~(~W~1~i'f~q,1,!~' ]~; , "'<t1,~""~''7','''','\'' ';:"i'. , i.." ''i. i'A/L,;;'tli:' "i!il:r';';',:~, ..; \ i , j',),. '10 I 0 o ""'. ' . ". > ~. . , ilr,v,,,,.,, 32X;O,~ o -- o .. The design hourly volume was thus determined as follows: Z <t. :1:1- I-~ a: ::!E, ~B -'0 Ua rJ)w; ~ 1=1 en u.. -0 :E~ <C- a:-" u..<C SQ~ :1:", 1-:1: ZI- ;::0 zl- wWj ~5\ Uen 0- a!::: w'" :1:u 1-- !:!:13 Z wen u- ~ J:! ct--" Z DHV PHV X GF X PIJfV PHF Where: DHV PHV GF PIJfV PHF Design Hourly Volume (2-way) Peak Hour Volume (Table B-2) Growth Factor Port Ludlow Hotel Volume (Fig. C-l) Peak Hour Factor (Table B-2) RESULTS TABLE C-1 INTERSECTION 1: oak Bay - OSDrey Ridae ReS. I paracUse Bay Rd. Growth Rate Design Year DHV 4% 10 300 4% 17 390 7% 10 390 INTERSECTION 2: Oak Bay - Walker Way I Admiralty Way Growth Rate Design Year DHV 4% 10 450 4% 17.2 580 7% 10 580 INTERSECTION 3: Oak Bay - Swansonvi11e Rd. Growth Rate Design Year DHV 4% 10 430 4% 24.2 720 10% 10 720 .".. D. LEFT TURN LANE ANALYSIS GENERAL o o The requirements for providing a separate left turn lane were evaluated in accordance with the WSDOT Design Manual Section 324. The design requirements utilized were for an unsignalized intersection, two lane highway at 50 mph. ANALYSIS CRITERIA The basic criteria required for analysis is total D.H.V., % of the total D. H. V. turning left, and operating speed. The actual % vehicles turning left was determined from the peak hour turning movement counts. Localized development may increase left turn volumes. The actual turning movement count data for this can be -14- (~""..-: e.,~:' .;( l . /; - .r \ , :\ 1 'j j 1 I J j I .~ j I .' . I' , " j , , 10 I o o 32 X I 0 IP' -- Z <C. :1:1- I-~ ~~: Wu -"0 ~a ffi~\ -"I- enLL. ~o, ::!E~ ~::J u..<C ~~ :1:", 1-:1: ZI- ;::0 zl-, ::E~! ;:)a' Uen O- Ct: Ww" :1:u ~i3 z wen u- -:1: 6h Z ,r" o o (~--;- o o .. found in the appendix. Left turn storage justification was determined from WSDOT Fig 324-6, pg 324-8 based on total D.H.V. and speed limit. RESULTS XNTERSECTXON 1: Oak Bay - OSDrey Ridqe Rd. / paradise Bay Rd. The percent of left turns at Intersection 1 is 56% to Paradise. For this value, a DHV of 390 vehicles is necessary to warrant a left turn lane. As noted from Table C-1, a 4% per year growth rate over 10 years yields only 300 vehicles per hour. The lane would, therefore, not be justified. Table C-1 shows the yearly percent increase necessary for 10 years (7.0%), or the number of years at 4% (17.0) necessary to warrant the improvement. % Lt. = 56% (to Paradise) DHV = 390* Result: Left turn lanes justified Left turn lane to Paradise Bay - Length of storage = 100' - Length of taper = 220' Left turn lane to Osprey Ridge - Length of storage = 100' - Length of taper = 200' INTERSECTION 2: Oak Bay - Walker Way / Admiralt~ The percent of left turns at Intersection 2 is 10% to Admiralty Way. For this value, a HDV of 580 vehicles is necessary to warrant a left turn lane. As noted from Table C-1, a 4% per year growth rate over 10 years yields only 450 vehicles per hour. The lane, would, therefore, not be justified. Table C-1 shows the yearly percent increase necessary for 10 years (7.0%), or the number of years at 4% (17.2) necessary to warrant the improvement. % Lt. .. 10% (to Admiralty) DHV .. 580* Result: Left turn lanes justified ~eft turn lane to Admiralty way ~ Length of storage.. 150' - Length of taper .. 165' Left turn lane to Walker Way - Length of storage.. 100' - Length of taper .. 165' INTERSECVON 31 Oak l)aY - swansony:l,lle ~d. The percent of left turns at Intersection 3 is 6% to Swansonville Rd. For th..s value, a DHV of 720 vehicles is necessary to warrant -15- '~~;'. n;'~:n'};~ ::;."Y/ ,'-;';., \' (" .,", ~'r '~"./ i2i/,::S'..;;,,," ,'-< c -- ,.""'~ .G:'," ",":,:'.,. " ,-, _,...1I'n,'.,';' . . i 1 l I if 1 l 10 - - I 0 o 32 X 10 -- Z C(. :1:1- I-~ a:. ::!E\ c( ;:), Wu' -'0 ua en "'I' ~:1: -'I- enu. -0 :E~ ~::i u..<C !Qa :1:", 1-:1: ZI- j:o Z 1-, w'" ::!Ea;:),l ~ ' U en, o- ct::;. ~~! I- i=, !:!:o, z' wen' !::l :tj 15 hi ;z r" ci , 10 o I I I I I :("----0.,- . -- ~..,., .......... - o o .. a left turn lane. As noted from Table C-~, a 4% per year growth rate over 10 years yields only 430 vehicles' per hour. The lane would, therefore, not be justified. Table C-1 shows the yearly percent increase necessary for 10 years (10.0%), or the number of years at 4% (24.2) necessary to warrant the improvement. % Lt. 6% DHV 720* Result: Left turn lanes justified Left turn lane to Swansonville Rd. - Length of storage 150' - Length of taper = 220' * See Table C-1 E. RrGHT TORN LANE ANALYSrS GENERAL L [ I I I I section 324.07 of the WSDOT Design Manual contains guidelines for the construction of a right turn lane, pocket or taper. Generally, these guidelines include: o Approach and right-turn traffic volume, Figure 324-10. o Presence of pedestrians who would require right-turning vehicles to stop in the through lanes. o Restrictive geometries that require right-turning vehicles to slow greatly below the speed of the through traffic. -.H;- ... ~.,' ....'::, ~;~,. ' L-' '::. ',,',. .~. .... . ....', ......... ,.. ...}I" .)"';.1i\I!:~!l'tt~!~~I,"~''r,''\ iW';' . hi' };)'~'Z);Ij~;;,_:\;(-~_If:::;,:-}};s:"',2,,..~,,'.l.-)- - "J.<':.. ~ ,10' ~............... -- I o o ~;r_,,' -""'. i I .. ,__.:~~ I:Q; - Z <1:. :I:I- I-~ ~~: wu -'0 ua en ' en w~ w:I:1 -'I- enu.. -0 ~~ ~:::::; u..<C ~~ :I:", I-:I: ZI- ;::0 zl-, w", ~ 5' Urn 0- c!::: WUJ :I:u 1-- !:!:13 Z WrJ) u- i= ~I o Z .'r o o (~ ~...... ......... ~ .~ {;~"'<;;'\;";:C'i .'..'"..., ". 10 ~.i'" .... .~-'!. ,-lJJJ:t1L :':~:1! ~~_"::':~~-~:~~~"_.lIIl1l&ll;If<I o o .. o Less than decision sight distance at the approach to the intersection. o Intersections where accidents involving right-turning vehicles are high. i t " I il_ l l I ~ 1 l J I 1 ~ ~ j I I ! WARRANTS Figure 324-10 indicates the recommended improvements based on approach OHV and number of right turns. Approach OHV was developed from the total OHV using the directional split noted for the peak hour turning movement counts (Saturday 4-5 p.m.). The number of right turns was determined from the turning movement counts. Values at each of the intersection is as follows: Intersection 1: Oak Bay - Osprey Ridee Road/Paradise Bay Road To Osprey Ridee Road Approach OHV = 331 vph Number of right turns 8 To Paradise Bay Road \ \ \ l :11 I Approach OHV = 59 vph Number of right turns = 11 Intersection 2: Oak Bay - Walker Way/Admiralty Wav To Walker Way Approach OHV = 313 vph Number of right turns 29 To Admiralty Way Approach OHV = 267 vph Number of right turns = 81 Intersection 3: Oak Bay - Swansonville Road Approach OHV = 389 vph Number of right turns = 68 The Port Ludlow area is oriented to pedestrian as well as vehicular traffic; therefore, the probability exists that pedestrians crossing side streets could stop right turning vehicles in the through traffic lane. The right turns onto Swansonyille Road,!walker Way and Paradise Road require that the turning vehicles execute a greater than 90. turn. This could slow the turning vehicles, especially large trucks, to the extent that a hazard could be created on Oak Bay Road. -17- c "-'1__"~~~~ ~LJr.t1b.bJIm. - I o o 32Xlo - .M.ll ~ .".. _ r ......... Z <C. :1:1- I-~ ~~: Wu -"0' ua en w: ~~I enu.. ~Ol ::!E >-' ~~ u..<C ~~ :1:UJ 1-:1: ZI- ;::0 zl- w"', ~ 5-, uen 0- c!::: w'" :1:u 1-- !!:13 Z wen u- -:1: 131- Z , I I I I I I I 'II" o o - o o .. RECOMMENDATIONS Based primarily on the criteria indicated on Figure 324-1.0 the following are recommended: Intersection 1: Oak Bav - Osprey/Paradise No improvements recommended. Intersection 2: Oak Bav - Walker/Admiralty Taper or turn pocket recommended to Admiralty Way. Intersection 3: Oak Bav/Swansonville Taper or turn pocket recommended to Swansonville Road. F. ROADSIDE CLEAR ZONE INVENTORY GENERAL The Roadside Clear Zone was analyzed in accordance with section 336 of the WSDOT Design Manual. The clear zone is the total roadside border area, starting at the edge of traveled way, available for safe use by errant vehicles. This area may consist of a shoulder, a recoverable slope, and/or a clear zone run-out area. The desired width of clear zone is dependent upon traffic volumes (A.D.T. for the design year), design speed and roadside geometry (side slope). INVENTORY AND ANALYSIS The required clear zone was determined based on the eKisting terrain, current speed limit and the projected A.D.T. for the 10 year design period. The projected A.D.T. values for Oak Bay Road are shown in Table B- 1.2. The A.D.T. values determined for a 7% growth rate were utilized for clear zone requirements. Three categories of hazards were considered for mitigation in accordance with WSDOT Section 336.03(2). a. Side Slopes. Figure 336-3 was utilized to determine if a fill slope constitutes a hazard for which a barrier is a cost effective mitigation. Objects. b. o Wood poles or posts with a cross sectional area greater than 24 square inches which do not have breakaway features. [ ....~ i,1r"l"'1i:t',~t~:~,/, ,'"'' 0,~~,:',;' .:':..,';;;,',..,. ,<" I1J~JL~'~ ~ n<i...:~......a ___~~ 11 ""'-- -_.-IlI~ (~~-;...,-- _ .. h '" -~ L~ILII .....J \ I I I .~ ;, I j f { I ~ 10 ,..~~. I o o 32 X 10 . , ...1111.'11I" "IIIiIailIlIIt - z :2"": I-~ a:::!E ~B dg ffi~l -J 1-' enu.. -0 ~~ c2:::::; u..<C 5!l~ i=~ ZI- ;::0 zl- W"', ~ 5\ I Uen 0- c!::: w'" I i=~ !!: 13 " Z ~~ I i= ~I . o ' Z L I .t'" I o o I I (=--;,.., .. o o .. o Trees having a diameter of 6 inches or more. o Fixed objects extending above the ground surface by more than 4 inches; e.g., boulders, concrete bridge rails, piers, and retaining walls. o Non-breakaway steel sign supports. o Non-breakaway luminaire supports. o Existing non-standard guardrail. o Drainage items, such as culvert and pipe ends. c. Water. Water with a depth of 2 feet or more and located within the clear zone should be considered for mitigation. The required clear zone was determined from Figure 336-3 through 336-8 as applicable. Hazards within this distance were recorded on the Roadside Clear Zone Inventory Form. RESULTS The Roadside Clear Zone Inventory Field Forms are shown as Tables F-1 & 2. G. INTERSECTION LIGHTING GENERAL Lighting at major intersections can increase the level of safety by providing quick, accurate and comfortable visual perception of conditions or features that require additional driver alertness. This is especially true at rural intersections where ambient light from adjacent sources may be minimal or non-existent. WARRANTS section 332.04(4) of the WSDOT Design Manual states that "Intersections with approaches that have channelization shall be illuminated," and furthermore, "Where painted channelization is used, the left turn lane shall be illuminated." This section of the Design Manual also states that "If the nighttime peak hour left turn volume at an unsignalized channelized intersection is less than 50 vehicles per hour, ----- consideration may be given to not illuminating the intersection -----." The daytime peak hour left turn volume, (Saturday 4-5 p.m.), at each of the intersections is as follows: o Oak Bay Road and Paradise/Osprey: 218 vph o Oak Bay Road and Admiralty/Walker: 58 vph o Oak Bay Road and Swansonville: 43 vph All volumes are adjusted to be compatible with the DHV values developed at each intersection. During winter months, there values may be considered to nighttime peak hour volumes (Fig. 332-8 WSDOT Design Manual). be The -J9- . ~~tll c ': ____:~'lj ~'f:"'i"~~l; i;";,:' ~.. : ~ --.._--~ \ I j 1 I l ~ 1 I { .. ! 4 1 / I l' L~ ': ~ ,,">> 10 -'~~_. I o o 32 X I 0 '" LJIit.(.UII::'JL~l 1!lllllrillt --- Z <C . :I:I- I-ffi ~~: "'u -"0 Ua en w~ ~~1 enu.. -0, w> ~!::: a:-" u..<C !!la :I:", I-:I: ZI- ;::0 zl- W"', ::!E ;:), ;:)a\ Uen 0- c!::: w"', :I:u ~!3 z woo u- i= ~, c z ,'r'- o o I N o I ::a Q :l> o en ,,6 ci5'm 5;0 lOr- ~m NN:l> -~:D N- 'cnN <O:::rQ :!:z ::m Q.z N< m z -I Q ::a -< - o o .. o ) .-'--." [ - I "" ~ 2: i .... 1 TMlLE F-l ROADSIDE CLEAR ZONE INVENTORY I DISTRICT I" CONTROl. aECTlON I MP STATION, 433 TO ~TATION S07+Sf PO"'oCT TITLE 8,20 1.1' M 9.61 1.1' OAK BAY RO. CR08l2 DATE I RESPONSIBI.E UNIT - IT!:M DISTANCe: I!ST1MATED COltRlCTllIN PlNftlO NUMBER UP TO UP ,."aM II.P. DESCRIPTION CORRECTIV! ACTIONS CONS1DI!RED COST TO NO' L " CORFU!CT ,.s 1 VIe 8,87 12, Large Rocks 5 en, Hove rocks to maintain clear zone 14' from E, p, : 2 8,90-8,97 x Side Slope 1:1 to 2: 1) lIeight 'Install guardrail) or reduce o'f' fill over 6' to 12' . slone, 3 9.04-9,07 x Sideslo11e 1. 5: I, lleigth of fill Install guardrail or reduce 10\/"" 7' 1~1on", 4 !J.07-9,15 x la1.1 boxes and Lansca11e trees Remove obstacles to provide ;nc;,I" lA' cIon,. 20no. (fJol'1:h cInnr zone J4' from E, P , n\/ Lane Condos), 5 9.26-9,31 x 'rees insIdo clear zono, Remove trees te maintain ClO31 zono J4' fron E. r . 6 9,33-(1,38 x Side 510110 1. 25: 1 to 2.5:1. Install r,uardrail or reeluce '''l~h1: of f111 Ovo,. 7' 1'0 20' s10no, I 7 .l.Sfl-O,63 x Side slo11e 2: 1 to <1 : 1 retainin~ Install l'uarrlrail to 11roxir.l i t wnll, of cross rond (outside proj oct lImIts) , -- o DOT 'o::t.:IOO,~... 1. ONLY ONI "Via" on "NO" PEn ITEM NUMb!" ., cenneCTIONS NOT PLANNED IAUDT 01 EOPLAINEO ON TIll nEVlnsl SIOI BHEET_ OP_ BHEETB (=-; ...._._.~. .,' " ' :., - r :~~ ~ " llllL1H~JjI1 lh--':. .]~ul~: l~ ~~li J~__LB~'--lj;~~::i~i~~J'ill~!;;;i - I'. !' :"l"'~""""i-<~' .0 t ,10 i. ;= 32 X I 0 _Ill/." . _,.~.'c.... C"~";';', 17 - Z <C. :1:1- I-~ ~~l "'u -"0: Uc enW\' ffl:1: -"I- (/'Ju.. -c "'>- ~!::: a:-" u..~ !!2~ :1:w 1-:1: ZI- ;::0 zl-, '" w, ~ 5'\ Uen c- c!::: wwi :1:u I- i=, !!:c z woo'' u- -:1:, 13 ....! Z :r" '0 o o o .. r I I ( I: [ L I I I' I L I [ I I I I ~I April 1987 ROADSIDE CLEAR ZONE INVENTORY Figure 212.1, Sheet 2 of 2 212-10 lJU.~:S~.._~~.~.:~::.'~:" ~ ~':~j: :~ ~ ~~,.:e,(~;~ .,';2ZH:T.::T ,. il 8 ( \ \ 1 .I I I I o o (, \, ,~~ r i "/'..' f'. .; I 0 ,', . :J':';'__::::=:::: :._.....;...~::: .:.w_ ' , 32x 10 1_....1II~ , '.; , . ,- _ ; , ," . . .' , -~ '0 ", ., L .'. " ' '.' I o. . '; - -. '. ~ " . -- Z <C ' :1:!Z I-UJ a:: ::!E, <C :::>' "'u -"0 Uc en W; ffl :1:1 -"I- enu.. -0 "'>- ~!::: a:-' u.<C ~~ :1:UJ 1-:1: ZI- ;::0 zl- '" "', ~ 5\ Uen 0- a!::: "'UJ :1:u 1-- !!:13 z wen u- f= :1:, 0"" Z r o o o o .. o "~':--L ":.L. "'-,;'j" . . . .' .-...'.'.,..:" 1.;"::;~ ..",r,...... '_~" '1,":":" " :,:l.., '-'i::.I"":.::iL":::2":::~:":'.i , ,'>l.(:;i ,;"'.:.:.l..., ',:~ -- "I:;~ "-:..!- c "~\1:':'^ '!' 'O'l '.""J .' .'" .... ('" " ,- TABLE "P-2 RCADSIDI! 'CleAR ZONE INVENTORY I N .... I I ......... ,- ~"..,._..~ I ~T^TrON 433+00 TO ~T^TrON~~07+5~ 8.20 RT 9.61 R n... tHV DnAn L- "".... 9-18-89 I IftII ..,...- .'TIIIAT1!D _CIDI "-D .. to .. PftOM II. ee_1'TlOll _C'IM _ CClll_Ill!D COST TO 110' IlUIlUR L " COllntleT ftS 8 8.86-8,88 13' Trees inside clear zone (10' II...."".. h....... to nrovide clear bevnnrl _" zone 10' beyond beg. of back- slone, 9 VIe 8.89 ' X 3'0 culvert nine'1'n hole 6' t' deeT Install gTate inlet and fill hole or bevel end section and .... .. ~oft:en !I f......; , ,. 10 Q, "_G'/'~ 1~1 .,.....". 'h. <<'4 ;j'.. :.., --- ---- Il....n".. +......... +" ....".-.4 ".. ...1...... --t zone 12' beyond bell. of back- ...... ~._..._..o . , '..' 410"'0 . , - . .. ., , , " " , " ... ... .. ',' ' ~ ,.. . 11 9.23-9.27 10' Trees in!ltdll clear zone. Remove trees to provide c1enr .. zone la' bevond bell. ot back- '.. dnnn-. ' . '. ''''. . .....". ,..,. ...- ..-..- .. , . . .. ,-- "\," , .... 12 VIe 9.35 6' LI/. Roek' ' Remove rock , . ., .. .' , .. ]:l I".... n ~'" V u",.. ........ 'n, ,,',:,_ ...1" ....h'.... T.......Tl ......... inlet, pipes. . ...... "M- :3t" "",- &'1'- ...~- DOT "":.'..''''-:.. l" "-\'1" , 1 t, ClHI.., ClNI "WIH C* ... NIl '""" .....,. I. COAIIICTOIlIIIOT f'LAIMl) MU9T II lll"-AINIlI ON ". IlIVmU .. ~~:~ E) (,~ t" >> 10 ,I, ~ 'j II ,~,"'~ I' 'I,~, I f,,', /,'1 /'1'1. I""'" 1:<1 ',I, 32 X 10 C --;- .......~.- c- (J o ":-' ...... - Z <C . :1:1- l-aJ ~~, "'u -"0 Uc en ' ffl~1 -"I- enu.. -0 "'> ::!EI- ~:::::; u.<C ~5 :1:w 1-:1: ZI- ;::0 zl- '" '" I ~ 5' U(/1 0- a!::: "'''' :1:u ~g z wen u- i= ~, ~ . .r' o o ... (~'".. M..C ~. I?:II!lI>l M o o .. volumes established at the Oak Bay Road and paradise/Osprey intersection definitely warrant lighting at this location, while those at the remaining intersections are marginal by the aforementioned criteria. I \ 1 \ ! 1 ! RECOHMENDATIONS criteria contained in the WSDOT Design Manual, as noted above, states that all channelized intersections should be illuminated; if the nighttime peak hour left turn volume is less than 50 vph, consideration ~ be given to not illuminating. Volumes at two of the locations exceed the 50 vph criteria while those at the third are within the range of standard deviation. It is therefore recommended, that if left turn lanes are developed at any of the three intersections, illumination should also be included. DESIGN CRITERIA The standard WSDOT illumination layout for a painted left turn lane is indicated in Figure 332-6 of the WSDOT Design Manual and is also included here. section 332.07(1) of the Manual states that the illumination level at an intersection should be 1.5 times the level established for the roadway considering the area classification and functional roadway classification. \ i \ :1 ~ ~ ~ Oak Bay road is classified as a Collector by Jefferson County. The DHV established at each of the three intersections ranges from 390 vph to 720 vph. By Figure 311-1d the route would therefore be classified as C-2 or C-3. The recommended illumination level for the roadway classification considering either a rural or residential area classification is 0.6 average maintained horizontal footcandles (Hfc). Therefore, average maintained illumination levels within the intersection area and throughout the length of the left turn lane should be 0.9 Hfc. The standard lumina ire used for state highways is a 310 watt, high pressure sodium vapor unit at a mounting height of 40 ft. Other criteria recommended by WSDOT for design includes: o Lamp type: sodium vapor o Wattage: 310, 240V o Lighting distribution: Cut-off o Mounting height: 40' o Uniformity ratio: 4 to 1 (min to average) o Maintenance factor: 0.85 o Fixture: Cobra-head Average spacing is calculated from the equation: S ~ LL X C.U. X MF Dfc X W -22- ~ Ofi)".:~~;:',:';. t. , 10 d~ :.~ __~1 . ~~:lMf!L~J?~I~i~ tIIl~~~~~;;~.." ,.,' 11........ :~:~~ c. ~.b{J ~~ ~u~=~ 1<1~ I o o 32 xl 0 .-.... ill. kl __ - Z <! ' :1:1- I-~ a: ::iE, <C ~, "'u -"0 Uc en W'\ ffl:r -"I- enu.. -0 ~~ <C- a:-" u.<( ~~ :1:w 1-:1: ZI- ~~, wW' ::!; ;:)' ;:)a'\ Uen 0- a!::: ~w: I-!:! 1-, !!:o Z wen u- i= ~i C'), z ' ';r"' I I I I I I I I I I I I ( o o ----.....-- -~ ......... ---,-- o o .. Where: S LL C.U. MF Dfc W Spacing in feet Initial lamp lumens (from manufacturer) Coefficient of utilization (from lamp characteristics) Maintenance factor (from WSDOT) Design Horizontal Footcandles = 0.90 (from WSDOT) Roadway width in feet 46' (3-12' lanes + 2-5' shoulders) Also: MF LF X DF X EF Where: Maintenance factor Depreciation factor (from manufacturer) Dirt factor = 0.85 (from WSDOT) Equipment factor (from manufacturer) regulator ballast = 1.0 For design purposes, use a GE 35-176565 short, cut-off, type II unit with flat lens to reduce glare. MF LF DF EF for magnetic Calculate average spacing (S): LL 37.000 MF 0.85 X 0.73 X 1.0 =~ C.U. .Q..,M Dfc 0.9 Hfc W ~ S 37.000 X 0.36 X 0.62 0.90 X 46.0 S 2..QQ..!.. Calculate Uniformity Ratio (UR) : SDacinq Uniformitv Ratio (URl Center Roadway Edge Pvmt. bet:. 1 ights Edge Pvmt. opp. light 1.4:1 200' 2.2:1 2.6:1 Since the uniformity ratio at all critical points is better than 4:1, the spacing is adequate at 200'. H. T~NSIT FACILITIES I o o Oak Bay Road is a portion of the transit route for Jefferson -23- ~ :"\!t,,_:~~x:~t:Jtti~~,)'i',,:> ",;,'"\tj<, ';11",":,.'; ~.' '.' '''):','~ -.; , I I "'" '1::~~:@;l;~'J;,::i/;:,.i'n';";~~~ r: ;:,:: o~ _1_ ...;,~, _~~~~. 0 . o ~..- ~. ........i..:~>.L..~-......'....... _",~,.~'t~~~ ......:........:....-.......-""....-...... -- :z <0::' :1:1- I-~ ~~; Wu dg en ' ~~I -"I- enu.. -0 ~~ ~:::::; u..<C en;:) _0 :1:UJ 1-:1: ZI- ;:0 zl- W"', ::!E ;:)' ;:)al Uen 0- c!::: w'" :1:u 1-- !:!:13 Z wen u- i= :1:1-! o " z I' I " Ir- 1'- [I I I " I I I I ,I I I( I - I [I (:--;,..."., -- "-,- ,.,.. o o r o o .. illuminate roadway for length of curb CURBED LEFT TURN CHANNELIZATION Illuminate roadway for length of loft turn lane FOUR-WAY TEE TEE , . " INTERSECTIONS REST AREA Figure 332-8 332-7 -24- oIUNI'II' [ ='.~.{~r;J '-fo --~ >',.'~~~~;j-~l:"~':::; -,. ",._., Y!::'~~'Ii':;:}f:' 1<<' '.&4 . l1f"ll" \ I I i I' J ~ ) I o o 32X 10: v- o - o .. Z <C . :1:1- I-~ ~::!E: ~B uO en a, fB ~\ -"I- enu.. -0 :E~ <- a:-" u..<C !Q~ :1:", 1-:1: ZI- ~~ wWi ~ 5' Uen 0- o!::: w"', :I:u 1-- !:!:13 z wen u- i= ~I o Z Transit Authority within Jefferson County. Representatives from this agency have indicated that incorporating bus pullouts into roadway improvements would be a great benefit to their transit operations. Figure H-l indicates the desired locations for these pullouts. At the Swansonville and Walker Way intersections, the additional construction to provide the pullouts could be incorporated into the reconstruction to provide the left turn lane. At the other locations, where no left turn lanes are proposed, construction solely for the purpose of providing the pullouts would be necessary. All of the pullouts indicated by the Transit Authority are farside facilities as indicated in Figure H-2. I. PEDESTRIAN FACILITIES Pedestrian facilities exist along Oak Bay Road between Walker Way and Paradise Bay Road. The shoulder on the south side of Oak Bay Road has been widened to provide pedestrian facilities; however, the north shoulder has not. An asphalt path does exist along the north side of Oak Bay Road, separate from the roadway and crosses Oak Bay Road at 2 locations, The shoulder on the north side of Oak Bay Road should be widened to provide safe pedestrian facilities here also. This improvement should be paved to also provide safe bicycle operation through this section. Consideration should also be given to paving the existing gravel should"on the south side to provide bicycle operation here also. Legally, bicycles are required to travel in the same direction as automobiles when using the roadway surface. Guidelines state that a facility providing two-way bicycle operation must be separated from automobile traffic by a "physical barrier". This could be a fence, curb, or in some cases, a ditch or berm. ,~. A two-way facility on one side of the road should be at least 10 feet wide to provide safe operation, whereas on-way facilities on each side could each be 4' wide and safely accommodate bicycles. Two-way facilities with curbing are also undesirable since the curbing presents a hazard to both automobile and bicycles. o o It is recommended that the development of any bicycle facilities on Oak Bay Road incorporate orft-way lanes on each side of the roadway rather than a two-way facility on one side only. A 4 foot wide facility on each side would accommodate bicyclists; however, this should be widened to 6 foot if extensive use by pedestrians is anticipated. I I I I I (::'~" 0'........--. -25- Q, !,'~'JJ . ...t~.'" [ c. k;';;\"'~' r'~' ' <,">>i;';'F:?:\,4,::\t -"p.-' ".,. ( . \ l j 1 j I 1 , \ I 1 ~ 10 ~~ I o o 32 X I 0 v- i- , Z <C. :1:1- I-~ a: ::!E, ~;:)( -"u, uC' a en ",'\ ffl:1: -" 1-' enu.. ~o, ::!E>- ~5 u..<C ~~ :1:", 1-:1: ZI- ;::0 zl-, '" '" I ~ 5\ g~ c!:::' w'" :1:u 1-- !!:13 Z wen u- i= ~! o ' Z ',"'", , o o UIllll1.ilJI'~ ("' ._..~ - ..-~.~ o o o .. - Figure H - I. Jefferson Transit Proposed Bus Pullout Locations -26- I 10 ='::::~::..:-.. ~( I' ',.'Q~ ~-" , " t' . - - u. ,~. ... . ,:':,':...;~\\!r;:::i::':'.I':~:,;:,~, ":'^ :;;)?~,/,;;;\'nl;:(;;~I('>,r::::::;::',',~::, \, ;~:i:' ':,::, \' '~,":,",::'.:,'i:' ;'il'<;-':.L""'''!li.ll''i'!i\,litiir''''''>-' (1',., """"J:l . -= :.......mill III \ I 1 1 ~ .:1: :.~ 'f J .J:Ij[.U!'&ll I o o 32xlo II\Bn - lilllillll v-- - Z <C . :1:1- 1-15 ~~\ wu! -"0' Uc ~~I -" 1-' en u.. -0 :E~ ~:::::; u..< ~~ :1:UJ 1-:1: ZI- ;::0 zl-, :E ~I ;:)a" Ucn 0- a 1-, w~; F: ~, !!: 13' Ili~ u- i= Ri o ' z' ~r-'''''', I i , I [ I I I I I I I I I r i(--;~5--'7~ -0 o ~- I" I 40' .. -- o o I i oJI I Solid While L.lne i Type I Lone Mor1<erl 3' O.c. -- I ~------- 70' Type I L~ Marke? 30,C, 11 40' R' 35' Min, , 55' MaK, 5TO, FARSIOE BUS PULLOUT " ~" See Fioure H. 2 for Proposed Bu. Pullout L.ocation.. " ~,_/,,' , ' -27- ,,--:;:,:.',<, I o o Figure H- 2 Bus Pullout , ~a ',: 0 t",,':':, 'i ,:,;;:"~,,:,,,\,:~, "'J~;"''':'~~/ 32 xlCl - ,r'"'' , I I I I I [ [ I [ I [ I I [ I I I [ I !,("7.\~-"-.? ' J. GENERAL DESIGN SPEED STUDY z <(' :1:1- I-~ a: ~, <( ;:), Wu' -"0 Uc enW\ ffl:r: -"I- en u..' -0 "'> ::!EI- ~:::::; u..<( ~~' :1:w 1-:1: 2:1- ;::0 zl-; ww: ::!E ;:)1 ;:) o~ Uen' 0- a 1-: w~l :1:u' I-i= !!:o: z wen. U- f= ~! O,i z " . o o .. A design speed study was performed on Oak Bay Road to evaluate the running vehicle speed of free flowing traffic. Vehicle speed was measured utilizing a radar speed meter. The test was performed in a relatively straight segment of road in which vehicles tend to accelerate. The test was performed October 6, 1989 during clear to cloudy weather, no rain or other environmental problems were present. RESULTS Tables J-1 spot speed direction. northbound '0 o and J-2 show the statistical results compiled from the check. A minimum of 50 vehicles were recorded in each The median speed was determined to 39 and 38 M.P.H., and southbound, respectively. ,,~:;::..; -28- " :l':>\>;::: =;\idi\:;:~I~i'~~_ ~.,. .....-....;"......... ....'. '....,...,....',,'.......- ,..... I 10 I e o ,.'.1,:',,(.- 1\.."':'::1" ',' 32 xlp: . .\..~.._,.. I... ~.._"",,'.. ..;.-",~ - o o .. TABLE J-l TRAFFICOUNT >THU-:r.",........,.., 0 Blk. OAK BAY ROAD _H1rrS................ MP f:3.0(J to Z <C . :I:I- I-as a: ::!E. ~B' -"0' Uc en WI' ffl:I: -"I- enu.. -0 "'>- ::!EI- ~:::::; u..<C ~~ :I:w I-:I: ZI- ;::0 zl- wW1 ~ 5: Uen 0- o!::: ww: :I:u ~i3 Z wen u- i=R o Z 50TH PERCENTILE SPEED.. ....... .....,.,39 85TH PERCENTILE SPEED...,.. ". .,..,. ..44 10 MPH PACE SPEED....,.,.., 35 thr'Cough '.'. PERCENT IN PACE SPEED.. .".., .,.... 73.8 PERCENT OVER PACE SPEED..,. ." .,..., 10.8 PERCENT UNDER PACE SPEED.,. ". ,. ,.,. 15,4 RANGE OF SPEEDS. . . . . . . . . . . . . . . . . 30 to 50 VEHICLES OBSERVED... , , . . , , , . . . , . ., , . 65 AVERAGE SPEED.,....,...,....,..,..., 38. "7 DIRECTION(S)...,.."" NORTHBOUND [ !lATE, ,. . . , . .. . . . . . .. . . 10/06/89 "rHlE..................ll:15 - 12:15 )m; TED ~;P[ED L HI IT. . . , 40 I CU~l. o;PEED NO, PCr. peT. ... ._::;:;-:~=:;'::=:::.'==:-:;==::::::::~===:= 30 " 4.6 '..6 31 3 4.6 9.2 2~ l) 0,0 9 ,', ,c. 4 E, .:;. 15. i~ .~ 3l~ 0 l),n 15. l~ 35 4 G " ,~1. 5 C ,~ .36 4 6. c: 27.7 U 37 ~i 7,7 35. I~ M ~~B f.l 1;::.3 47.7 :39 9 13.8 GL5 P 'to 5 9.2 70.f.l [ "I 3 '.,6 7fj.'t R 42 '. fh z~ 81,,5 C 43 2 ::;,1 8',.5 E 'tit '" 4. E, 8'3.2 N 't~j :3 4.5 9:l, B T '~6 1 1.5 95, 'l S "I ,!. 3. I r:JB.5 I,ll 0 0,0 '38,5 It9 0 0.0 98. ~~ ~:)O 1 1.5 100.0 ;.,. I l [ I I I I I (<~' ?.,.. -- o o &.......LI1l~1IiIIIlIMII -- 60 ~)O \' 4') 30 20 10 0 20 l5 10 tl.j ...____...____.'"__.__+___.~+--,--...~w---.+--.--+.----.t_-.-.--+---.--+ 100 ***-)(,*,.**4.;(.****** ****'1f*****.~.)l-J(',*.j(-***-K'100 -lHi. 90 * gO ... 80 * 81) ,. 70 ... '70 60 ... 50 ...' 40 '. 30 ... 20 * .~.x- 10 ,,* --.)1 (I +._ .'_ _ '.' ___ ._+ _u ...... + ___._+ _.~ _._.""..._.__+ ----.R.r____ + ,____ +__.._+ ~ ~ ~ M ~ M ......~ "'.-'r - -. ....-... '.~ - -...... --- '_+'M'_ -'-oi. ....-- -+.- ....--+ .-- '- ......-- -- +--.--+ ;;:0 P 15 E R C E N 10 T S " '. H' .):... ** 'H" -!('*'ii'''lf ,~.~.)io.y. K' ...,'.,',;H..., ...' 5*~ * ******** *,~ ..** * *~****** ** ...y,"1\- .l(. ,X'':--M'.lf.lt-X''.l('-M,*''': .x. .,.*,. . ~.~*******~** * -** * ************* * + ---..,- +--- -.+-........+-..,-- --1-'- - -- -I- _..,- _.~-,.. -.. +-- - -+-- --+- ---'.. 30 40 l5(1 (;0 70 1)0 i3PEEll IN MILES PER HOUR -29- c ~- -:Gf'^'I~'" , \~. ',' ": , 'WlJti'lllllrulli~ '{.,rl""" '\'J''-i !~:;:.:'~':: %~/S:~:1;'; :'~:li'i;Yj./ ::." ';"\:'1 {~~~.:'C'F:\';; iIIb' "" ..... l' Ii I 10 I a o - llllll21lflllllll.. 32 X 10 1I/I"'-'lI. UII.. I I I I c~...... .. - Z <C . :I:I- I-~ ~~: "'u -"0' Uc en ' ffi~\ -"I- enu.. -0 ~~ ~:::::; LL<C ~~ :I:", I-:I: ZI- ;::0 zl- '" "', ~ 5' Uen 0- a!::: "'LU :I:u 1-- !!:13 Z wen u- 1= ~, o Z :r o o o o .. TABLE J-2 TRAFFICOUNT nm::r.:r.,..",..,'..,.. 0 811'.. or~K BAY RonD ,H1lTS. ,. . , , , . .. . . . . ,. ~IP 3.00 to UIRECTIDNISI.,.".." . SOUTHBOUND 'Jfnc:.. . , , . , , . . , . ., .. . . 10/05/83 '-JlfjE.. . .. ... r 0 .. .... . . 11; 15 ... 12: 15 "o:;nm SPEED LHIIT.... 40 5CITH PERCENTILE SPEED., ,...... ........38 85TH PERCENTILE SPEED,." .............43 10 I~PH PACE SPEED"..",.., 32 thl'Ollgh 1<1 PERCENT IN PACE SPEED, ..,..", ,.,.. Eo4.2 PERCEIH OVER PACE SPEED.. . , , . , . . . , . . lB. 9 PERCENT UNDER PACE SPEED." .,. .,. ". 17,0 RANGE OF SPEEDS, ,.... ......" ,..27 to 50 VEHICLES OBSERVED.."...,."...,.". ~i3 AVERAGE SPEED...." .... ,..,., .... ",37.7 I CU~i. ~~;~~=~~;=~~~~==~~!; 27 1 1.9 1.3 2B 1 1.9 3.8 _I-__'~ _+___._+ -~. -- +- _'_4~+_ .___ +__.__+___._+_ _'04 -.-t ___4_ +.... -.. - + E:9 1 1. '3 5, 7 100 .** ~"K--**'lldf*'I(o.*,.;(o*:.t*...*****,*.I(o** *'"*.** '*,,)(,1 00 30 4 7.5 j3.2 ">:-* 31 2 :!.tl 17.0 '30 * 90 32 c~ 3.8 20.8 C * .33 I 1.'3 22.5 U 1:\0 ** BO 34 ,0 3.8 c~5. I~ 11 ,~ 3~) 2 :,.8 30.2 70 70 ;,5 3 5.7 :~5. B P :';7 4 1.5 43.4 E 60 * GO 2~(j 1+ 7. ~ 50.'3 R '" 39 5 ~1. It 50.4 C 50 " 50 i 41) 7 12;.2 73. 5 10 " \ It 1 4 7. ~j 81. 1 N '..I) ',0 lj ~) (l 0.0 81. 1 T * ,- Lt3 3 5.7 85, ,9 S 30 .' 30 1 'tit 2 3.8 ':)0.6 ** lt~) '0 3.8 ~~i~. J ;~O '.' 20 I 'ft. 1 1. ,I ':36.2 '.;(, 4'1 1 1. '~ 'lB. I 10 10 ',B I) 0, e) ':-JB. I - -!t.... 1..9 0 0.0 9tl, I 0* 0 l ~j(l I 1. 3 100. 0 .,.-.--. _.t.._._.__...-._...-+_.~.- -.\- ~--- -+----.~ ...-- _....-- -.-+- -- -...- -.-- + ~~7 37 i,7 5"1 67 n + ._-~,--+...- .~~. +... ..... - +- .--....t - -....-... -- ...-+ - ..,- -...---.- -I- -,...-...+..... -...+ f ;:2(1 20 P 1~) E R C I~ N 10 ,. S 15 .' ~ .);, .' H '*l' ,...;(.*l(.o\l(. ,~ ....**,~.x. )(. *.****,~. il' l(' ')(o');'*lHl..J(. .~ '** ******~* *** ~** *****~** **,* _..*~,~*******.*** ***** * _.~************~* *.*~* * ,1,-", -..... --'''''''1'--'''- i'-"'.'-+--"--+-'--'" fo-'-'- ...+.~_..._+... _...,..~._-_... i. '2'1 3'1 It7 57 57 TI SPEED IN NILES PErl HOWl 10 :5 .. oJ -30- ~ ~ "''-''''''',''''1.,.."" "," : e CJ':;,s;'~,> :~, ' AWl' "-'-"'~I: z.;~~l~r ..' - .t ~ .10 c;':';;;;!~,_ lUlL ......._LII1..J . ,!::tIllllllllllllll . 'IIIdr~LL .b....d - ,..IIlIJil...... I o o 32 X 10 ~,~ .- r :- z <. :1:1- I-m ~~. "'u -"0 Uc ~ ~~ W..L.\ -"I- enu.. -0 "'>- ::!EI- ~:::::; u..< ~~ :1:w 1-:1: ZI- ;::0 zl- '" w ~ 5: Uen c- a!::: "'w :1:u 1-- !!:b z W(/) u- i=~ o z ,t" o o ~ ~ (~--;"""..., "0 L I-~-- ..L I I I , I L t I I o o .. It. IMPROVEMENT COSTS As requested by county staff, construction costs were developed for five alternative roadway improvements. The alternatives analyzed included the following elements: Al t . 1. No work other than seal and overlay (no widening). Minor safety improvement using County ditching standards (widen to 28', paved full width), bus pUllouts, decel lanes, right turn corners, 4' walkway widening Swansonville (one side only). Minor safety improvements using County ditching standards (widen to 28', paved full width), bus pullouts, decel lanes, right turn corners, 4' walkway widening Swansonville (one side only), retaining wall at Walker Way. Alt. 2. Alt. 3. Alt. 4. Minor safety improvement using County ditching standards (widen to 28', paved full width), bus pUllouts, decel lanes, right turn corners, 4' walkway widening Swansonville (one side only), retaining wall at Walker Way, channelization and illumination at Paradise Bay Road. Alt. 5. Minor safety improvement using ~ ditching standards (widen to 28', paved full width), bus pullouts, decel lanes, right turn corners, 4' walkway widening Swansonville (one side only), retaining wall at Walker Way, channelization and illumination at Paradise Bay Road. The quantities were obtained from preliminary engineering data derived from the roadway plans and sections developed for the right distance determinations. The unit costs for the majority of the construction items were provided by County staff; others were from previous projects. The total costs for each alternative are presented in two different manners. Table K-1 indicates the total ~ costs for each of the alternatives grouped by major construction items. The incremental cost increase and total cost for each alternative is presented. Tables K-2.1 through K-2.5 indicate all associated unit costs prepared on the County costs sheets. These sheets indicate total construction costs as well as preliminary engineering, construction engineering, and contingencies. All costs are substantially the same as discussed with county staff at our meeting on November 7, 1989. The unit price lists are contained in the Appendix. -31- c - ~.~ ~ lrr';,;,1".':r" o~".,..,.,.,..." ~_..............:.&...ll~~ .to. .. 1:>..' ...Ll&_,~ , ~ 10 _. ~~J' ... . I , I \ i\ 1 '1 '~ :;J. 'I 1 ;1 *- j % I i ,~ :~1 ,~ 1 J r I ....dll.A , ., IIWIIII o o 32X 10 '_tlUltlAlU1!lillll I I (~ ~ -.-..--- , . , r-- -- z <t. :x:1- I-~ ~~: U,Ju -'0 ua tn Wi ~ ;=1 enu.. -C ~~ <t- a;-" u..<t ~~ :I:U,J I-:I: ZI- ~~ U,J U,J ::!E ;:)! :;)Cl Uen 0- C!::: ww; :I:u 1-- !:!:13 z Wen U- i=~ o z ."..' o o 11.I o o .. TABLE It-1 PRELXHXNARY ESTXHATB COHPARXSON OF DBSXGN ALTBRHATXVES I I [ r I L [ I I ALTERNATIVE 1 = Seal and Overlay (no widening). (0.25' thick). Total Cost* = $203,925.43 ALTERNATIVE 2 = ALT. 1 + + widening (II' lanes, 3' shoulders) 86,207.13 side slope improvement (cut 3:1 f.s., 1:1 b.s., fill 1.5:1) right turn pockets o Swansonville - southbound o Admiralty Way - northbound + paved pedestrian walkway at Swansonville 1,220.00 + 3 ea farside bus pullouts 10.670.00 o 2 @ Swasonsville o 1 @ Walker Way - southbound Subtotal $98,097.13 Total Cost* = $302,022.56 ALTERNATIVE 3 = ALT. 2 + + Concrete Retaining Wall vie. of Walker Way Total Cost* 100,213.20 $402,235.76 ALTERNATIVE 4 = ALT. 3 + + Left turn lanes at Paradise / Osprey o Paradise/Osprey - both directions + Illumination o Paradise/Osprey + Safety Improvements (guardrail and drainage) Subtotal 14,330.61 24,640.00 16.260.00 $55,230.61 Total Cost* = $457,466.37 ALTERNATXVE 5 = ALT. 4 + + side slope improvement 105,072.65 (cut 4:1 f.s., 2:1 b.s. fill 2:1) * Total cost contigencies. include Total Cost* - $562,539.02 sales tax, engineering and docs not -32- - ~~.' - . ',' " ,_ '{\"',.......,:)" '. ""\,':::'i,,\!'~((;}~~:/;_;';1:F; -,., ",~,\.;('" -., 8 I'..;" '.'"":,;":,,,,,....,.., '. .. ___ ....if. _,,~~~i', r~'f"~"""""'~':: - U .....&!ibI W _._'.UI~I Uilft . If - , \ 1 1 l .10 --::~~~ I --- o o 32 xl 0 ll.....,.,.'..., ."",' o '",...,...~ 1:."'11II. ,...." " ".--l!I .... o - o .. TABLE K-2,1 ( Alt. I ESTI!1ATE Z <C. :1:1- I-~ ~~; UJu -"0 Ua en wi ~i!=1 cnu.. -0 ~~ ~:::::; u..<C ~~ :1:", 1-:1: ZI- j:c zl- UJ "', ::!E ;:)1 ;:)a! Uen 0- Cl!::: UJ", :1:u ~~ z wen U :C' ~f--: z ProJ.e. 110. CR0812 'rog. 1/11 SIt 'roJ. Oo.c. Oak Bay Rd, II.'. ~ to II,P. 9...!il..- '=Vorl.c ~<6!'.11 !In'" ny~,..l .,)~ (no widening) D... D.'o of ea., 1_. Dhtrtct 11-7-89 - I. II;NT Of lIAT II. COlfSTR~CT ION 1. Crldlng/Oratnlng Clelr & Grub. Oealolttton S Roadw~ Ea/Elob, . Borrow S IUpr.p S Z. Structures Con,. Brs. Steel Ir.. Tunnlll 3. 541""clng,,..Ing Surlaclng Tne: S Surfactng Type: S SurfacIng Typo: I Dratn.ge . 01....1 Ex. I Large tuhertl I Mhc. I M.n, I .Ip..op I Nhc. S . '.t'", Typo: A.C,P, ..164,192.00 ,.t'OV Typo: Tack I I, 483.09 ,SIlouldo.. Typo: _ I 4, Roadlld. Ootol_o, '.nclo, PI..t tog $ SIe~~:';I~;rtl1lrflr. "he'-- Roadside S 2. 000.00 T._ra..y M.t... cl eanup POl1utfon Control .5. Tra"Ic ServlclS & SI'lt, "'ard Roll $ ""do Po.ts I Cone. I.rrl.r S Lana MArkers S SIgn.ls I ..1.ocI OI..oollutl..,/tur1l. $ 111,,'oltlon . L...... 'or T..afflc Control * . 11.840.00 SIgnlnv ** . 5.509..::.0Q... 1I11C. plastics . 71\0 00 Strlplov I 1.604,75 IIl1c.n.....,.. l~ on IlatO"o) Adjust ~fon, Con.tn/ctfon Subtotol . Ltoo. 1 through I Noblllntl.. 8 So, LIllO 7 541btotol . LIllO' 7 and 8 SalOl Tax S 0' L I.. V Avrw_nts (Utfllty, .tc.) Subtot.1 . Lloes V thrOUgh 11 CoOlt..UC: 100 [o,l..o..log ....l.Ls 0' LIllO 12 and ContfogoncllI ..lU of LI.. II Stltl 'ore. Work CONSTRUCTION TOTAl. . Lloes 12, 13 ..d 14 ,I I, 7. :r' 8, V, I 10. 0 11. 12, U. 14, 15. o III. PlI[LINIIIMT [NGIN[U1NG --1L-J 0' Lint IS IV. TOTAL lSTIHAHO COST. LloOl I. IS .od III * Includos malntcnnnce and protectIon of trnffic .. Includes Class ^ und permanent sIgns I ('-'-0.'-'_.'._- -33- .....,... lBliMlll , h~~;;~ -, --" -,,,.,", I.' , , "~t',~,:7t:'~"':':"/';';i' .~,\!,:1fi/:~;i~f)ii;,;~,,\~:,. (,. , - J _-..... ..111-- =~, r III. ~- ~ J!sIl.i<llJlltilllllk'" .IllIlIIIIP""Mb!Il1 Ilj . 165.675.09 2,000.00 19 70,1 7~ . 1.440,00 .188.819.84 $_,15 J I O~ ~Q $ 20~JQ" d~ . . $ 2Q::I !In d~ $ 1\1 J 177 (,~ . 1?1j5.1nJ Oli I 21,208.24 $ 286 ,311. 30 \ l .j (. \ 10 """'" .~~ I o o ." 'lI!:IlIllll .. .. 32xlo .IflDllt......tId&<:rl o ............. o .. ( TABLE K-2. 2 ( Alt.2 ESTlMTE z <C. :1:1- I-~ a: ::!E, <C ;:), Wu -'0 Ua ffi ~1 -' 1-' enu.. -0, ~~' ;2:::::; u..<C ~~ :1:", 1-:1: ZI- ;::0 zl-, wW1 ~ 5' Uen 0- c!::: ~'" I-~ !!:13 z Woo u- i= ~' o ' Z ' 'roJoet... CR08l2 sa _ 'roj. Desc. a.to Date'" Colt Indo. Dtstrict 11-7-89 V~ Alternative 1 O~'r'Bay-rrcr:- Alii II.'; 8.20 to II,'. 9.61 + widening b'iiStUi-nouts:--- I. AISIIT Cll' IIAT I 3,600.00 II. COIl$TllUCTION 1. eradtng/Dratn'"g Clear Ii S,.ub, OretIol1tfon S Aoodwoy hire. I Borrow S Rlpr." I Structures Cone. 8rs. StHl Irl_ Tunnels SurfactnglP.v'nSl Surf.c'ng TJ'PI!: Surf.c'ng Type: Surf.c'ng Tn-: 6,680.00 Drl 'n.g. S 2 226 00 12.318.00 CIIan..1 b. S lI,.,. C..tw...tl S 21,224,00 Mhe. I S ""ll. I A Iprop S "tic. I I 2. s. CSTC I Grav. B I I 11,600.00 hvlng TlP'" ACP . 181,440.00 28.980.00 '.vlng Tno. TACK S 1.628.97 _tdor Tn-: _ I . 223.648.97 4. Road.ldo o.v.l_nt fencIng 'llnttng I Seo~~~';I~;rttllllr. 2.840.00 "".. water & s 2,733,50 Teor.l::rl~t~~ntrol roads ide cleanup .5. Trlfflc Services & SIf.t.)' c...rd Rltl I c..ldo 'o,to . Cone. IIrrf.r I Lane Hlr"". S Slgnl" . htsed Channo1tlltlonl\:urll. S 111..1n.tloo S LIIlor for Traffic Control * 'l/\ Stgnlng ** . ~ ~OO 00 Illsc, plastics . StrIpIng S 1 /\~q 7~ ., II1.clll_. (S'- on ....r..) Adj, Mon, 7, Con.tructlon Subtohl - LIne. 1 th.....'" . a, IIobtllll.lon 8 lof LI... 7 " Subtoht - LIlli. 7 and a 10, Sltll Tu I of LIlli , 11, Avrw_nts (Utility. Ite,) 12, Subtohl. Llno. , thrlMlDh 11 IS. Con.truc. Ion [nglneerlng -1.5..Jl 0' LI... 12 IIld Contlngonel.. -L1......I of LIlli 11 14. Stltl 't1rc. Work 15. CDflSTllUCTJON TOTAL. LI.... 12. IS ond 14 Ptl[LlllllWl' INGINIER/NIl -.!!..J of U... 11 5,573,50 144,30 120,00 7/\0 00 . 24 ] 64.05 . 1 440 00 I 279,/\50 52 . "'17., 04 s 302:022,56 . S I . I I :11" .1 0, 3()~.O~~,56 90,606,77 III. 392 629,33 31,410,35 o IV. TOTAL lSTlllATlD COST. Ltn.. I, 15 Ind .11 s 424,039.68 *Includos maIntonnnce nnd protectIon of traffIc **Includos Clnss A nnd pormnnent signs r (~,..._- -34. c~) " :"':"'}'J';'C: C -~-":""1'1.1 o :. .-.> '. ,',; '-.);:' "" ._:""',~'J>i'jr~ ':";~1~j7 .u--. 1_ ~... ....&::L l&...__ _u~_ -l.~~ LJlil!llllltllllll.aJ_lJl<lltl ,- --'Ii " i \ I 10 _===-r""""'- I -y o o 32 X 10 tlI_~ 1 H.-II -- Z <(' :1:1- I-~ ~~: Wu -"0' ua ~~i ~.....I enu.. -0. ~~ <C- a:-" u..<C !{1~ :1:w 1-:1: ZI- ;::0 zl-, W"'I ~ 5: Uen 0- c!::: w'" :1:u 1-- !!:13 Z wen u- i= ~I o . Z I I I I I ,I I :'1' o o Alt. 3 ESTIMTE Project ... CR0812 SA _ ProJ. Desc. o o .. TABLE K-2.3 ( Prog. _ 1/\1 (1~k R::IY RrJ II.P. .IL.2.Ll- to II.P. -9-6.1- Retaining wall Dato Dato of Cost I...... Dtstrtct ~k Alternative 2 + 11-7-89 8,100,00 ...dllelt De,ol_ot 'l1tCtng Sted'ng, FertUber, ""'hlo, TelllpOrlry W.ter Pollution Control TraftSc Services &SlfetJ' "'.rd R.n 1 Cone. Ilrr'" S SI,n.ls 1 111..ln..I.. 1 SIgning .. 1 5,500,00 Striping 1 11,639.75 1111'111_, (SIlclw .. "VI..O) Adj us t Monument . Conltru,.I.. Subto..' . Llnel 1 th.....gh I Ilobl""tl.. 8 . of LIne 7 SClb.o..l . Llnel 7 IIId 8 5.,.. To . 0' LIne I Avro_o., (Utlll'" 0",) Sub.oto I . L Inu , .hr"gh 11 Constru'tloo [ogln..rln, ~ 0' LIllO 12 and C..tlngon,'" ~ of LIne 11 Stitt Fore. Work COllSTRUCTIOH TOTAL. LIne' 12, 13 IIId 14 I. R16HT rtF IlAT II. COIISTllUCTIOH 1. z. 5hdtn!l/Or.tnfn!l CI..r & Grub, _1ltlon S 7,200,00 Ro.dwo,yb/loD, S 26,918.00 Borrow S . IUprlp' S Structures Cone. Brs. 5tHllrl. Tunnels SurfacfnglP.'1'"' Surf..lng Typo: CSTC Surflclng Type: r,""A" R Surf Icing T~: s S 1 s. S 11 600.00 S 2R <JRO 00 S 4. S 3,060.00 , S. I. 7. 8, I. 10. U, 12. 13, 14. U. III. PR[UH'W' [HGIHEERIIll ~ 0' LIne IS lV, TOTAL ESTIIlAHO COST. Llnu I, 15 and III Dr.tnag. Chlllnel Ell. La",. euhert. Mhe. 1 2,226.00 1 S 1 S /\/\ 450 00 1 1 4 1 nn 00 Willi .Iprap HI... Struct Exc. Pa.ln, Typo: 'Ivlng Tne: ,Slloul""r Typo: ACP 1.181 440.00 T""k S 1,/\2& <)7 _I Phntlng, 1 Ill... Roads ide 1 cleanup f, water 2.733,,50 CuI"" POI.I Lane KarklfS "I'1d CIIan.lllutl.../turlll Lobar ,... T,tl',.c Con.rol * Ill... plastics s s S SIR . .Inc1udes maintenanco and protection of traffic ..Includes Class ^ and permanont signs I I S-'~ -~-:~'.'--.=~ " -- c.. < ':"lIIn_ -35- ~. ~,():~~: 36,344.00 S 70, "50 010 1 22'1 /\48 97 5,793,50 144 30 nS.SB 1 26,564,05 1 1,440,00 1 372,440.52 1 29,795.24 , 1 402,235,76 1 I I 402 23" 7/\ 1120,670,73 1 1 522,906,49 1 41 R32.52 1564,73!l,01 'Jii,,;{j":,':" ":";:,:'l.~", , '::i:~'.',,:\+:,::'(;.';':':., :'; '.', "~~';"~Il::::':~" r '-"'r1j';'.J ~=" \ ! j l 1 "~ $ 1 (. 10 ~ Ll~ -:;\-~ t~ ~:m I o o I ~~3~X~ r - Z <t. :1:1- I-~ a: ::!E, <C ;:), Wu, -"c Uc ~~\ -" 1-' enu.. ~Oi ::!E~ <C- fE~ !!l~ :1:W 1-:1: ZI- ;::0 ZI- WW, ~ 5, Uen 0- a!::: "'w :1:u 1-- !!:b z W(/) 1:!~1 o Z I I I I I :1 I I I I I I C7 ._......~ ,r"' o III. o IY. o o .. TABLE K-2.4 ( Al t. 4 ESTIMTE llU Dot. Det. of Cos. 1_ Dhtrtct Project 100. CR0812 Prog, SlI_ ProJ. De,c. Oak Bay Rd. II.P. ll...2lL.- to II.P. ~ V~ Alternative 3 + turn lanes at OspreY/Parad;sp. :1nrl e!:J -FA ..]' I. IISlIT ~ lIAr ", COIISTRUCTIOK 1. 2. liradtng/Dn1nfn9 Cle.r . Grub, Ileololltlon I 7,200.00 lo.dwo,y b/~. 128,408.00 Borrow S . Atprlp S Structure, Cone. IIrs. StHl Irs. Tunnlh Surfactng/Plvfng Surfactng Tnt: Surfactng Type: Surfacing Type: ACP ,185,600.00 Tack I 1.628.97 _I Dra1nage Cll."...1 Ea. Large Cuhlrt. "he. $ I I I 5,226.00 I I__ I W.lls I IIprap I ""c. Struct I Exc, ,..111I Tne' ,..Ing Tne' ,SIIoIIldar Tne' /\/\ 4<;0 00 Ii 1 nn nn . 3. CSTC 112,800,00 Grav, B 131.320,00 I 4. ".dsld. O.vol_nt F.nctng Seeding, FirtH hlr. ""ching TellpOrlry Wattr 'ollutl.. Control Trlt'fc Services" Saf'l, "'.rdl.1l 112,300,00 Cone. I.rrftr I Sign." I 1ll..'n.tI.. I 24 000. 00 SignIng ** I <; <;00 00 StripIng I 'I 729 70 III,c.llant... (S'- on .......) Adjust Monument Construction SubtOlll . Lln.. 1 throUgh . Noblllntton 8 lof LInt 7 Sobtohl . LI.... 7 and I SlI.. Tu I of Line g Atro_nU (Utility. Ale,) Subtolll . L tn.. g through 11 Conltrucllon [nglne..lng ~ of LIne 12 and Conttnlllncl.. 2.!!.....s of LI.. 11 State Fore. "orl!; COfISTlIUCTIOK TOTAl. . Line. 12, 13 and 14 255.30 ".ntlng 3,240.00 "Isc. Roads ide I 2,882.00 Cleanup& Water , I. "'Ida 'o,ts LInG Mirkin a'lIld Cll.....ll..tfOll!Curlls LIIlor for Trl1'flc Control * "IIC. plastics . I . '20,440.00 . 960 00 I, 7. I. .. 10. 11. 12, 13, 14. 15, Pl[LlNIIWII EIIG1HmlIC ~ of LIne 15 TOTAl. rSTI~~T[D COST. Lln.. I, 15 .nd 1/1 *Includes maintonance and protectIon of traffic, ** Includos C1n~s A and permanent signing -33- [ -'- < ~ ,0,( :;;' ~L~ ..._,:<i: , ~-,{:,:;~?\,~<',,;~::;;,:;t~ .~fft ':; _,r}~:> ,:,( 11-7-89 ';:?':~~;.ir/~,:~'/_'~,:~~' :'~; ,;.';" ", imprnvpmpnts 8.100 00 I 40 834 00 70 <;<;0 00 1231. 348,97 6,122,00 1 65 185.00 I 1 440 00 142~, <;7(}' Q7 I ."." llR/\ dn 1457 466 37 I I 14<;7.4",1'. .,,7 1137.239,91 I 1~94. 706, 28 I 47,576,50 1642,282,.78 ","', \ I I 1 :t '~ , ; ~ ~ ~1 '.~ , .,v t ~ I ) 10 I o o 32 X 10' - Z <(' :1:1- I-~ ~ ~~ Wu -"0 Uc en ' ill ~i -"I- enu.. -0 W:>- ::!EI- <C- a:-" u..<C en;:) _0 :1:w 1-:1: ZI- ;::0 zl-, wW'. ~ 5, UIJ) 0- a!::: '" "', :1:u ~~ z wen u- i= ~I C, , Z :r' ,I o o I I (=-;... -- o o .. TABLE K-2.5 ( Al t. 5 ESTt>IA'E ProJoct... CR0812 SIt _ ProJ. Dele. Oot. 11-7-89 Dab at Cost Indo Dtstl"tct 'ros. _ II/U M.'. to M.'. ~kA1ternative 4 + side s1ope-rmprovemen~ I 49.500.00 I. 1I6HT OF VAT II. CllIlSTRUCTION 1. 'riding/DrainIng Cl... , G.ub. Deao>lItlon S 9,980.00 R~ldw... b/Eob. 168,762.00 Borrow S lttprap S 2. Structures Cone. Irs. Stul Irs. Tunnels 3. SUr1lclng".vlng Surllclng TWO: r.S'rr. 1 1 5 520 00 SurfacIng Type: r,"':'nf R S ~5 :;7Q nn Surllclng TWO: 1 Drainage 1 5.226.00 CIllll1lO1 Ea. 1 Larg. C,,"'.,t. 1 M1sc. I Willi I hh AE;n nn Rlprap 1 Mllc'Struct Ex! 4.100.00 ,..lng Two: Ar.P s. 1 R5 1\00 00 '.,'ng TWO: 'J"~,.l- S 1 I.?Q Q7 ,Sllouldor TWO: _ I 4, Roldlldl o..ol_nt Flnc'ng 'lanUng S.o:-:~:h.~;rtlllm. 4,240,00 Misc. Roadside 1 3.057,50 TI':ll~rl~t~:ntrol cleanup' & water .5. Tratfic Slrv'ce, " SI,.ty Guard Rill 1 12.300,00 Guido Posts S Cone. larTllr J L.... Marhr. 1 255,30 Slgnlll 1 RIIsId ChlllnelllltlOll/Cur1l1 1 1ll"'.ltlon 1 24.000,00 L_ for Trof'lc COntrol * 1 25.240.00 SignIng ** 1 5.500,00 Mhc. plastics I 960,00 Strlpl.g 1 l, 729.70 .. MI.c.ll1I11OUI CS'- OIIIIo..rlO) 7. c...tructl.. Subtotal. LI... I through . I, IIobll.ut... 8 lof LIlli 7 t. Subtotal. LlllOl 7 IIId 1 10, Sal.. Tu S 0' Llnl I II, A9r1_.tl (Utility, .tc,' 12, Subtoto I . L I nil I through II 13, Construcllo. [ng'.tlrlng -l5JI 0' LIllO 12 IIId C..tl.....c... -lJi.Jl of LIlli 12 14, StU. 'ore. Worll 15, COflSTRUCTIOH TOTAL. LI... U, 13 IIId 14 III, "!L1MllWlr [IIGIHE!A1I11l-LS 0' LIne 15 IY, TOTAL UTlH.lI[D COST. LI.II I. 15 Ind III *Includos mnintonnnco and protoctIon of tl'nfftc **Includos Class ^ and pormanont signing -34. ,.,..__.=~ -- 4 I :- ..- o C';]) ~.",'::i;;:"';",;\... ....'...',..'../....,... ,f' ".' .', 10 ..;.~.lL,~-~:.;tiiif~~~,~'~'~.~ti:~~;A--:~:~.~..... [ II. _.-r Ii" 83 91\R 00 70,550.00 I?~R l?R Q? \ . 7,297.50 I 69.985,00 . 1.440,00 1520.869,47 I 41.669.56 1562 539 03 1 1 1562.539,03 Il6R.761.71 I 1731 I~OO 74 1 58,504,06 1 789.804,80 I o o 32X 10 ~tifl~fI;~ ......... - .., .,,........ " (, ' ( I [ r , [I [i If I' " II I' I I II " [' I' ,I ,I [I (0---.,':-'-~':."., Z <(' :cl- I-~ a: ::!E, <( :)1 WU; -' Of Uc ~ "'i ~~I cnu.. -0 ~~ ~:::::; u.<C !!?~ :cw 1-:1: ZI- ;:0 z.....J w"" ~ 51 Uen 0- c!::: ~w: I-S! 1-: ~o z wen ~~l c; Z , , ,0 o APPENDIX -35- I. ":':~~':'~1 ....: ,,: ,(",.1..: ; . " ,-:""'J~,.. .' ,"." ',. c. '. ., o o .. " 1}~.'t3 '-~';7 ,L, iL- , i I o 0 I ,i 32 X 10' - I .) I [ . r Z r :2~ I-as a: :E, I ~::l\ [ ~g'; , Uo en wI' ! ~~ . en LL I -0 :E~ I ~::; I LL< !!la ~~ If ZI- ;:0 Z 1-. I :E !!5~ I ::l0. Uen ~~! ,I :J:u ~ [3' Uj ~ ,I ~~I ~., I' " ;f':' II j 0 " ,I o II ,I " ./1 (-="(/~.. - o o .. TIME: L...J:c;:c:, ~ G'-LX":) t:1v1 6Ff{;" AuG7. 2(0, \c,eP1 LOCATION: OA-KRA-V /PAR.A.blq=: ~ CX::PR.E'/ :l1's PEAK H~ FACTOR: (PHF) . qL..J, ~ Cl fu [ 8 0 O'Pt'f<BA'I I 0 0 -36- . "~~;; , : > 1I.:i, : ~~:!_ . 32xlCli v - Z <' :J:I- I-as ~~: Wu -'0 uo en , enW W:J: -'I- enLL -0 :E~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, WW1 ~5\ u en. 0- o!::, ww: :J:u. ~ [3' Z wen: u- ~~! o Z , : r , : I f ,.- :P" . ,I I .1 I [I 1 [ ,I !" I I' I' ;.11 I' II " " II ,I II '.(~'...~o"--'~-~~' ,0 o \ ~ ...~ o o .. .j' TIME: y.:C:O ...,..~:C)(:-:) t::>M ~"'l'1--T ~2.(o)\CtB~, LOCATION: OAKP-A-'I /WAU~F:R. t A-t'JVIIRA-LT'Y ~/S PEAK HOUR FACTOR: (PHF) , Cf'7>- ~ ~ tc W ~ J <" 3 2-2 .' ?i ~ 6 <C cc ~ ~ 56 ,.I -37- .J. --4~ ~j.M ~.-. IIIII~~~."." ~., .., --'~~:.L' ,,:'<':';:':~l:~' :..~~! .., """':...;,;..~. ~' _".tI..J. ~,-", ";'i...~~illjjl.l1t.'\' "."..-:.... " ',;1"..i~ .~,-,', 10..... i";"",";,~" I a o ~2~lg - Z <' :J:I- I-as ~ :E, ~a\ uO en 0, enW w:J: -'I- en LL' -0 :E~ ~::; LL< !!la :J:W 1-:1: ZI- ;:0 Z 1-, w W~ ~5\ Uen 0- o!::; ~w1. I- u, !!: [3: Z Uj en' u- ~:J:i Oh.\ Z , , ..r.... " fj '0 o [I I r . , f il ! I . i I I' I r 1 I' " ,I, I' I I Ii rl ,I [I I' I I I' o o .. TIME: LI:CO--S':DDPM "F>A-T:" AUC:::::> 2..(p1 \~'9. LOCATION: OA"'SI'7Y AND ~1A)AN6C>NV/I.-lE :c/s PEAK HOUR FACTOR: (PHF) __-=tC/ s:t: ~ g:- O ,cX3 q, " -38- ........... c ," /' j:t,'(i:;:~~,:C/:;fJr~~::':""~;f~~'~t':?~:'; IT] I 0 o ""'" , 32Xlo ~""l;~j~< ,.,.""- .' "';'~ ,'i..',<,,~ . -- z <' :J:I- I-as a: :E" <::l. Wu -'0' Uo !B ~\ -' I- ' enLL -0 :E~ <- a:-' LL< !!la :J:W I-:J: ZI- ;:0 Zl- WW, ~51 Ucn 0- o!:: Ww :J:u 1-- !!:b Z wen u- ~:J:; Oh Z I [ Ie. 1 I .r o o Ie I [ c~' .J...----Lb..~ ( v o o .. Preliminary Cost Estimate Worksheet ~ I JOB NO 1~~'(oIe:1 ISHEET .1 OF 2 PROJECT TITLE ALT OAK BAY ROAD CR0812 \ LOCATION OWNER ESTIMATED BY bK..l- I CHECKED BY I APPROVED BY ITEM NO, DESCRIPTION ESTIMATED UNIT UNIT PRICE ESTIMATED OUANTITY MAT. & LAB. AMOUNT Acrea~e ACQuisition - RW - Acre ftl5 oon on - Mobilization 8% 15 lOSS':; Clearin" and "rubbin" - Acre ., nnn nn - Draina~e-extend culverts.bevel ends - 1.f. S 35.00 - '. 18" OW - 1.f. t 22.00 - Grate Inlet Tvne 1 or 2 - Each t 1 500.00 - Catch Basin - Each S 750.00 - Gravel Base - 0.7' comoacted depth - ton Ii 9.00 - Crushed surfacimz taD course 0.2' compacted deDth - ton S 16.00 - Roadway excavation incl. haul - c.y. 4.00 - Embankment comoaction - c.v. .60 - lIeavv loose rillrall - ton 20.00 - Asllhalt (incl. overlay Dre1eve1 - & shoulders) c:::. \ -:z.. \ ton 32.00 lI_Ll Il:I?CX: ASllhalt for tack coat @ .000204 ton/,v to, I ton 243.13 I ,1'.2 -:l CIi Beam guardrail tvne 1 8 ft Ion" DOS - 1.f. 10.00 -- Beam "uardrail tvne 1 11 ft lon~ DO t - 1.f. 12.00 - Beam lrusrdrail tvne 1 -.. 1.f. 12.00 - Beam guardrail anchor tvne 1 - Each 350.00 -...;. Seedinli fertilizing and mulchin.. - Acre 1 000. DC - Flexible Guide Post~ - Each 20. DC - Paint Strine --~~ 1.f. .0 I hn~ "'l.2 Painted Gore Strin 1.f. ~ .14 Plastic cross walk strine Jon 1. f. I~ 1.6' I t-"c;. '32 TOTAL ,"> ..',..'i.:?i .,.. i.' ';::,'. ,'2.,:/'; Parametrlx. Inc. -39- ~~ :=:~. - :> "~tr~:"~J o '~' ,', 1..., I, Yr";;''','' , '" ,~ ,~' '(,.''1'''-' _.-..,..':./'~" '...' ,'L.L.,.....~ ~ ~ ! r ----- ~. (' . \ l l 1 " ! I I j 1 \ . .1 10 u ~,.. .~~- ~~. I o o 32 X 10 ~1lI1IM~~ , ',0, ~ "'". ,,~ ',' ,~.. '. '. :'.~ _ "..'", . '. ' ,', " ."'_',,.j~, ..:,' '::.' ';. ~',_ - Z <' :J:I- I-as ~ ~~ Wu -'0 Uo en , ~~\ -'I- enLL -0 :E~ ~::; LL< !!la :J:W I-:r ZI- ~~ WW, ~51 Uen 0- o!:: Ww :J:u I-~ !!:o Z WOO u- -:J:, bk. Z I I I I Ie I ! I j I I Ie I I (~.._= _:: IlW ,~. ,r" o o Preliminary Cost Estimate Worksheet o o .. ~ I JOB NQ I DATE ISHEET 2 OF , 2 PROJECT TITLE ALT I ( (\r"J1\. t-\ LOCATION '- ONNER ESTIMATEDBY DK L I CHECKED BY I APPROVED BY ITEM NO. DESCRIPTION ESTIMATED UNIT UNIT PRICE ESTIMATED QUANTITY MAT.&LAa AMOUNT Plastic traffic arrow - Each 50.00 - Plastic stop bar I tr:F.!2 l.f. 3.50 p::,ctSC!2. Lane marker tvne I -, hund :185.00 - Permanent sij;!Ylin2 - est. $2 500.00 Illumination - l.s~, 6 000.00 Traffic control labor 2.. Ll 2- hr. 20.00 Lj~L./(")~ Construction signs Class A - est. $3.000.00 Maintenance II protection of traffic - est. $7.000.00 Water - m"al. 15.00 - cales: 1 'lIgal. - 250 cy mb II - I m2al, - 50 cv urfac:in!! Adjust monument case II cover 17 Each 120.00 /l../Unc;Q Roadside cleanuD -. est. $2,000.00 St~ucture Excavation - C.Y, 6.25 ROCK Retainin" Wall - S,Y. 65.00 Concrete Retainin!! Wall - S.Y. 150.00 . , .,..,...",," ".'.. .", 2D3}1251~ TOTAL , .,"'...ii'.:,:. ..,,".. I( Parametrlx, Inc. -- r'-:~ .11 -40- . ,,' .;:~ ~":~L[~H":~~~ 'JM1J" ,~ i . I I ~ I ,I ;, i I I o o . ""';1' !~':'~;~,"w,," '.' "," .. .... . I j' '." . .," ""'/'\1' . :' :.,,\'!',-.:.,:.:.....'.,."......".r ,......~.,-.....-......,-.. "'- """"','1"',-., '~~"7"~ii.' 32 X I [1 r -- o ...~~ ( 0 l.JIIHiU o o .. Preliminary Cost !=stlmate Worksheet v r JOB NQ I DATE I. / =rJ SHEET OF In. 1 2 PROJECT TITLE ALT L- OAK BAY ROAD CR0812 LOCATION OWNER ESTIMATED BY I CHECKED BY I APPRO\IED BY ITEM NO. DESCRIPTION ESTIMATED UNIT UNIT PRICE ESTIMATED QUANTITY MAT. & LAB. AMOUNT Acrea2e Acouisition - RW .2.4- 15 OOo,or -> - a::' Acre Mobilization 8% 2.a,~72c2q Clearin" and grubbing .-:z,,~y Acre. 2 nnnnn r_?-'fPn~ - Draina"e-extend culverts bevel ends - 1.f. 35.00 - 18" CMF ~ -;z., ':2., 1.f. 22.00 7Zt-,t:;!2 Grate Inlet Tvue 1 or 2 - Each 1 500.00 - Catch Basin "2- Each 750.00 /5r.rf.:Y Gravel Base.~ 0.7' compacted denth "Z...?'?f"'J ton 9.00 2~.'-f"" . Crushed surfacin" ton course 0.2' comnacted depth 72S ton 16.00 II~ Roadway excavation incl. haul zeeo c.Y. 4.00 II -.,.... ;:;;:; Embankment comoaction )-;;r.,-::z,n c.Y. .60 - Heavv loose rinran - ton 20.00 - Asnhalt (incl. overlav nrelevel & shoulders) F.hit'l ton 32.00 1s;:1,I.LlL/(,)O,Q Asnhalt for tack coat II ,000204 ton/dv 1",1 ton 243.13 I.'e.,.?~~ Beam llUardrail tvne 1 8 ft Ion" nos - 1.f. 10.00 - Beam 2uardrail tYTIe 1 11 ft Ion" no t - 1.f. 12.00 - Beam l!Uardrail tvne 1 - 1.f. 12.00 - Beam l!uardrail anchor tvne I - Each 350.00 - Seedina. fertilizin. and mulchin" '2 . ?J..J. Acre 1 000. or ~T'.,'-t( ,... Plexible Guide Posts - Each 20.0r Paint Strine 23425C! 1.f. .07 I (" ? ct -/.2. Painted Gore Strin - ' . - 1. f. I .. Plastic cross walk strine If) ":) 1. f. 1.6' 1/r:::..t7: TOTA~ ,'<...'.'....., ,':" , , ',' .. (,<t' .." . >,:, , Parametrlx, Inc. -41- '. :~ 0..( ,~~ -1H' i"4'~" - f' :. J.l ~_ :.;r'\.';, , .-..!I .li...Jb..... ......-...-...0-... ..... I i i ! I I j ! 1 j I I I 10 I 1lIIl......_U.. o o 32 X .1 0 '!llliMIUMiIl - Z < ' :J:I- I-as ~ ~, ~u' UO enO enW w:J: -'I- CJ)LL ~Ol :E~ <- a:-' LL< !!la :J:W I-:J: ZI- ;:0 ZI- W WI ~5\ Uen 0- o!:: W w, :J:u 1-- ~13 Z wen u- ~~ o Z .r" o o b.LI< o o .. Preliminary Cost ~stlmate Worksheet v r \ I JOB NO I DATE I SHEET 2 OF 2 PROJECT TITLE A LT 2. (~- + '\ LOCATION '- ~ OWNER ESTIMATED BY I CHECKED rN I APPROVED BY ITEM NO. DESCRIPTION I ESTIMATED UNIT UNIT PRICE ESTIMATED OIJANTITY MAT. & lAB. AMOUNT Plastic traffic arrow - Each 50.00 - Plastic stop bar I/O I.f. 3.50 E:F1<SCO Lane marker tvne I .7R hund 185.00 1L.J4 ~ Permanent sil!llinl! - est. $2.500.00 Illumination - 1 . sTt/ 6 000.00 - Traffic control labor LJ c; (,..., hr. 20.00 c,1?n@ Construction signs Class A - est. $3.000.00 Haintenance.,& protection of traffic - est. $7.000.00 Water 4~,Cf m"al, 15.00 -r? ':2,-:2, ,5 calcs: 1 1Iga1. 250 cy mb & I ml!a1. 50 cy urfacinl! Adjust monument case & cover \? Each 120.00 \ J-ILl nQ'2 Roadside cleanun - est. $2.000.00 St~ucture Excavation - c.v. II: 6.25 - Rock Retaiilin" Wall - s.v. II: 65.00 - Concrete Retaininl! Wall ~ s.v. II: 150.00 - , , ,,'>,0;>;, ,,' ?() L'') Vt. b TOTAL 1..,. "'"", ),,;,.,,' '" "..;:.i)L' ".iil,'<,:' I .1 I I L I I( I I I I I I I I I c.-;;-'-- Parametrlx, Inc. -42- - . -=._,.;;.." ::::..:; -' ~~~~~,,;':;::~~1;~.~:;,<~~~:, .. ~', ( ~L~ - ...""""- \ 'I: 'i I .,10 : :~,.;...r~M I __iii o o ,I 3~xlq, - Z < . :J:I- I-as ~~: Wu -'0 uo en ' en wi w:J:, -'I- enLL -0 I..u> :EI- <- a:-' LL< !!la :J:w I-:J: ZI- ;:0 ZI- ww :E ::I' ::I 0" Ucn 0- O!:: Ww :J:U 1-- !!:b Z wen U- ~~, 0' Z ,"" o o o o .. o , Preliminary Cost Estimate Worksheet t.l I / \ rJOBNO \::"I~;;LC"vl 100T~/~ )1 I SHEET OF ('4-36") 1\ rc)AA I 2 PROJECT TITLE J:1LT3 OAK BAY ROAD CR0812 LOCATION OWNER EsrlMATED BY DKl I CHECKED BY I APPROVED BY ITEM NO. DESCRIPTION EsrlMATED UNIT UNIT PRICE ESTIMATED QUANTITY MAT. & LAB, AMOUNT Acrea~e Accuisition - RW ,54 Acre 15 non. or RIf"YJ\Z2 Mobilization 8% zq .7Ct.r::.,Z4 Clearin" and "rubbin" .-::;;. fd'"J Acre 2.nnn.nr - Draina~e-extend culverts,bevel ends - l.f. 35.00 - 18" CMP ..33 l.f. Ii: 22.00 72k:1'i!Z Grate Inlet Tvne 1 or 2 - Each I 500.00 - Catch Basin ? Each ,~ ,.... 750.00 Gravel Base - 0.7' compacted denth -:;;;1,,??( ton 9.00 ?a' y... Crushed surfacinl! ton course 0.2' compacted dePth 12.5 ton 16.00 I I.~ fl Roadway excavation incl. haul ' ... ~-- c.v. ~ 4.00 2,t,.:" , 2cE:. Ir . "'Y Embankment comoaction 1~3n c.v. .60 '7QR~ "eavv loose rinran ton 20.00 - Asnhalt (incI. overlav nrelevel & shoulders) _. -- ton 32.00 '~I J. ,,..{D - Asnhalt for tack coat 8 .000204 ton/Iv t-,:'i ton 243.13 I ,-_~t:Lq7 Beam lluardrail tvne 1 8 ft lonl! nos - 1. f. 10.00 - Beam !!uardrail tvne 1 11 ft Ion" no t - 1. f. 12.00 - Beam l!"Uardrail tvne 1 - 1. f. 12.00 Beam lluardrail anchor tvne 1 - Each 350.00 Seedinn fertilizin!! and mulchin!! . -:z.. r-t-, It 1 000.01 .-:;;r _PI' Acre Flexible Guide Posts - Each ~ 20.00 - Paint Strine ~I""'~ 1. f. .0 I ,kl-:2H 12 Painted Gore Strin - 1. f. .14 - Irf 1.6~ . ,...,..- .,/ Plastic cross walk strine 1. f. II' ",'- TOTAL 1,.'....'.(""..; ,'; :", " ':...., > ,.' ", , I,. Parametrlx, Inc. -43. ~. .".,,"'~~._. r '. "t.. ...._~ "l/'lH;;....'...."..;'~,.. ,,',." o ~," .',:.,: < \ ' ,"<.1 - ":.. ,c.';. '...' ,,\' ;:/::,.f,\:""""'~," ',' "," :::' ":, .." ,:'-', :.', ' ,." ':":-:,:.:'':':,..'<'.''':,:;>:,.!,,;;~.'';;,~:',I>~~f: "/,:.":,:'",'::"',,,~ ,':}' ',' :," \':::~', ..~ , 1 j ;.} j I " ./ ./ .,/ ./ 0,/ "" ../! V ....... ........ .... ./ I o a (' 10 32 X I 0 - Z <" :J:I- I-as ~ :E; w::l, -'u uO o en w'l ff3:J: -'I- enLL ~Oi :E> ~~ LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, WWj ~51 uen 0- O!:: Ww! :J:U 1-- !.!:b Z wen u- i= :r:t o"'! Z .r I . <0 o o o .. v " Preliminary Cost Estimate Worksheet rJOBNQ I DATE I SHEET 2 OF 2 PROJECT TITLE ALT. 2, ((I~.~.) LOCATION '- '" OWNER ESTIMATED BY I CHECKEO BY I APPROIIED BY ITEM NO. DESCRIPTION ESTlMATED UNIT UNIT PRICE ESTIMATED QUANTITY MAT. & LAB. AMOUNT Plastic traffic arrow - Each 50.00 - Plastic stOD bar ~() l.f. 3.50 c5/~t::.a;, Lane marker tvoe 1 liP, hund 285.00 144~ ", - Permanent si2nin2 - est. $2 500.00 Illumination - l.std 6.000.00 - Traffic control labor S7ln hr. 20.00 llC:;?~ Construction signs Class A - est. $3 000.00 Maintenance & protection of traffic - est. $7 000.00 Water '-I p, ,e:, m2al. 15,00 '7. ~3.50 cales: 1 "l!al, 250 cv mb & 1 m2al. 50 cv urfacin2 , Adjust monument case & cover 12- Each 120.00 IL..JLJ()~ ' Roadside cleanun - est. $2,000.00 StDucture Excavation ~5b c.V. 6.25 l.J I cD. CfJ - Rock Retainin2 Wall - s.v. 65.00 - Concrete RetaininR Wall LIU-:z... s.v. 150.00 ' , ,-.-- 0/ ~ I , , :::=',,)'.'., I1D2 235~ 'IOTAL i"",;:::,:;,;, i " ".'"e,.,"'.'" ( \ Parametrlx, Inc. -44- -- c . , ...~ ,..'"..,flr.,~;:::.:':..\,..,.."',..'''''',.''''."..,. '0 'l:"..;~ ' "Co"." 'r~i" ',"r' : ' _~ :~.-:~::~!::;rVl};" ,)lil~,IH:::',: I :'~ ',' i' · I I [ I I ( I ". I I I I [ [ I I I (0"',----- L::. '; ......;...........;....~. .~ ~.;;.....:....:..~.:....::..;.~.. ,,~ \ 1 v v 10 I o o 32><10 o ............... o .. I ' J. PrelimInary Cost EstImate Worksheet v I JOB NQ I DATE I SHEET OF !i/~/p,c:., 1 2 PROJECT TITLE ALT; c4 OAK BAY ROAD CR08l2 LOCATION OWNER ESTIMATED BY I CHECKED BY I APPROVED BY ITEM NO. DESCRIPTION ESTIMATED UNIT UNIT PRICE ESTIMATED OUANTITY MAT. & LAB. AMOUNT Acreaae Acnuisition - RW ~ Acre 15 onn or P, I c:r:>C-:;;:' Mobilization 8% ( Clearina and ~rubbin~ .:;t.~t....r Acre 2 nnn n -, 2-r-" - Draina~e-extend culverts.bevel ends - 1.f. 35.00 - 18" CMP ~ 1.f. 22.00 "7? ".,r:::g Grate Inlet Tvne 1 or 2 2- Each il; 1 500.00 '-'Ur7 .YL- Catch Basin Z Each il; 750.00 I r::::=.{Y')CO Gravel Base "_ 0.7' compacted denth "':2.., W ().n ton 9.00 I ~'2, \ .:2;;hct:' Crushed surfacin2 tOn course 0.2' comnacted depth Prr. ton 16.00 ,.;Z "-- I ='I Roadway excavation incl. haul 1LJb7 c.v. 4.00 z.~",~ Embankment compaction z.~ c.v. .60 \ Jleavv loose ripran - ton 20.00 - Asnhalt (inc1. overlay nrelevel & shoulders) 32.00 lac:: ' -- ": ton Asnhalt for tack coat @ .000204 tonI, 1_."::1... ton Il: 243.13 ,'t.?9-t Beam auardrail tvne 1 8 ft Ion" nos - 1.f. Il: 10.00 - Beam auardrail tvne 1 11 ft 10na no t ~ 1. f. ~ 12.00 - Beam a11ardrail tvne 1 ~:;() 1. f. 12.00 In ?rrP' Beam lluardrail anchor type 1 (/J Each 350.00 "/ I [ X F_" Seedin" fertilizin!! and mulchina ..;., -h-iJ Acre ~ 1 000.00 _ _ _rY Flexible Guide Posts - Each 20.00 - Paint Strine -,,_. - 1. f. ,07 \I?~""() ''-I I r Painted Gore Strin - 1. f. 1 - Plastic cross wnlk strino I (J/1 1. f. 1.65 ' I y.hCO TOTAL X, ' ,,' ., ,,: '>:<" ,',' .,.', ',.'.'..... ,i ,... z <" :J:I- I-as 0:: :E., <::I" Wu -'0 Uc ffi~i -' 1-' enLL -0 :E~ <- 0::-' LL< !!la :J:w I-:J: ZI- ;:c zl- WW ~5i Uen 0- o!:: Ww :J:u 1-- !!:b z wen U- ~~ o z (- \. .r' I [ I I I [ I r 0'''-''''"- .' o o Parametrlx, Inc. -45. c (i)1".~,' ..~~.:, . "\'":,,'~' , - ~ ",... , ",'...; 'iLl' 11aII1UIIII..... ........ ~. .Ih. JII.. ...I.IIll1li - ..&...::1.1lt. Jl ii,'. ~'l""W""""'("'''''''...d>d.. ! ;1 1 1 :J , ';! 1 j ,/ ; 1 ~ 'J " 1 ! ! I ~ ,\ I I 10 - I o 0 32 X 10 III -- v- -- I '-' \ Z <. :J:I- I-as ~ ~~ ~g Uo en ' ff3~i -'I- enLL ~Ol :E~ ~::; LL< !!la :J:W I-:J: I ZI- ;:0 Z 1-, WW1 I ~5! Uen 0- o!:: WW' I :J:u 1-- !!:b C Z Woo , u- -:J:. I- ...,' \ o "~ Z I [ '.r' I 0 I [ 0 I ~, I l I f o o .. Preliminary Cost Estimate Worksheet ~ I JOB NQ I DATE I SHEET 2 OF 2 PROJECT TITLE ALI,y (;,"""'~ LOCATION '-..- .., CNYNER ESTIMATED BY I CHECKED BY I APPROVED BY ITEM NO. DESCRIPTION ESTIMATED UNIT UNIT PRICE ESTIMATED OUANTITY MAT. & LAB. AMOUNT Plastic traffic arrow --4 Each 50.00 ?_OrJ t;!2 Plastic ston bar ,-,0 l.f. 3.50 -.-&::"0-':' ~ Lane marker tvne I I, 3'?':> hund 185.00 -2.EE ED - Permanent si~nin~ - est. $2 500.00 Illumination 4 l.s+d 6.000.00 z y. ,a:::f'). ~ Traffic control labor 1012- hr. 20.00 13~4n Construction signs Class A - est. $3 000.00 Maintenance.. & protection of traffic - est. $7 000.00 Water -/:: f') a m~al. 15.00 ~7"f"'(') cales: 1 1Igal. 250 cy mb 1\ I m~al. 50 CY urfacinl! ., Adjust monument case & cover 12- Each 120.00 I L.j.L.J()~ Roadside cleanuD - est. $2,000.00 St~ucture Excavation I =1 ~ c.Y. 6.25 Lj Img2 Rock Retaining Wall - s.Y. 65,00 - ., LlLl'2. .-J . .j r:::ra. Concrete Retaininl! Wall S,Y. 150.00 , , .- TOTAL '.','/,.';J,"':)';,(,'" ~/,!'--=. i"'- .,..:,J "0:;) ib-/- Parametrlx, Inc. -46- (-=--;- '..--- -:: ,"- ., ( ..::......" '~~~}\;,~.j~i~;~;;:~;.. .1' '"'; , f' ) ~-' Jlii.. ;.~~~~;~~~ "w I o o ., 10 ~.:....- ~;'I--"".~ 32X 10; _"OlIlII!l ..." ~~""1Il "'"' o -- o .. .', Preliminary Cost Estimate Worksheet v ; / ( I JOB NO TlATE I SHEET OF 1 2 PROJECT TITLE A L:r 5 OAK BAY ROAD CR08l2 lOCATION OWNER ESTIMATED BY I CHECKED BY I APPROVED BY ITEM NO. DESCRIPTION ESTIMATED UNIT UNIT PRICE ESTIMATED QUANTITY MAT. & LAa AMOUNT Acrea~e Acouisition - RW ,0;:; I -z..n Acre 11:15000,00 4Ct -rT")q Mobilization 8% 4\ ./ t--I~,:l Clearin" and ~rubbin~ 4.j .QCf Acre 11: 2 nnn nn Cf, r"-' Draina~e-extend culverts bevel ends - 1. f. ~ 35.00 - 18" CMF <~:2, 1.f. t 22.00 72ht:&. Grate Inlet Tvne 1 or 2 Z. Each 1 500.00 . "'L Catch Basin 2- Each 750.00 l."":i..)' r:::' Gravel Base -,_0.7' cOlllllacted denth .,3'1.':2,1 ton 9.00 ~c:::, "" /fA=:::; Crushed surfacinl! ton course 0.2' 'compacted denth q7n ton 16.00 1P;.h/r r-v Roadway excavation incl. haul Ib5P:r: c.y. 4.00 /..../;' ...../{ J--' Embankment comoaction --- c.Y. ,60 ?:LJ4 Z CO 4fJ/U lIeavv loose rinran - ton 20.00 Asnhalt (inc]. overlay nrelevel II shoulders) ton 32.00 jac... "7 Asnha1t for tack coat e .000204 tonI, (.....,,/ ton 243.13 I /"'?t:; 'tJ. Beam ~uardrail tvne 1 8 ft Ion" nos - 1.f. 10.00 - Beam "uardrail tvne 1 11 ft lono no t -' 1. f. 12.0 - Beam l!uardrail tvne 1 ac...n 1. f. 12.0C I D ' 7 rY"")-.. , Beam ~uardrail anchor tvne 1 CL> Each 350.00 ?,I~ Seedin!!. fertilizin!! and mu1chin" '-1,24 Acre 1 000.00 i..f. z 463 ) Flexible Guide Posts -- Each 20.0n Paint Strine "2.1../"'7/1"1 1. f. .0" \/2C1-~ Painted Gore Strin - 1.f. .14 Plastic cross walk strine 1m 1.f ,~ 1.6~ ~ ,';,' '," TOTAL '''c. 'or, .,., , ,.J" .','".',,':,.."::.;:'.';i:: Z < . :J:I- I-as ~ :E. ~a UO (J)O, ~~i ...J 1-' (J)LL -0 ~~, <- 0::...J LL< (J)::I _0 :J:w I-:J: ZI- ;:0 zl- ~ ~: ::10 U(J) 0- o!:: Ww :J:u 1-- !!:b Z wen U- ~ ~, o Z I I I IC I I I [ I I I \. I I (~_.,..'"- - ,... o o Parametrlx. Inc. -47- ~."Z),'" Q "., ':"iiJ"'" . "'';);1'' II T c :~\~' . ("'~:L~~~'~.'1 11 .... -......d&d!l J ~ --, .- ~,~ ,.., ,I' ) . . I 1 i i ~ ~ J i 1> 10 - I a o 32 X 10 _.....~...._.. ...., t.IMII" ~ ~ t:l:tll>i ~ -- I [r Z I <" :J:I- I-as ~ :E~ w::I, I -'u uO 0 en WI ril:J: I -J ..... en LL -0. :E ~: ~::; I LL< en::l -0 :J:W I-:J: I ZI- ;:0 Z 1-, :E !!5! I ::10\ Uen 0- O!:: Ww r :J:U ~[3 Z C wen I U- ~:J: 0.... Z I I ;r [ 0 I I 0 I \. I ( I r (" - III o o .. " Preliminary Cost Estimate Worksheet v I JOB NQ I DATE -,SHEET 2 OF 2 PROJECT mLE AL.l c-(. ........ lOCATION , OIVNER ESTIMATED BY I CHECKED BY I APPROVED BY ITEM NO. DESCRIPTION ESTIMATED UNIT UNIT PRICE ESTIMATED QUANTITY MAT. & LAB, AMOUNT Plastic traffic arrow L.!- Each 50.00 Z. J .J: Plastic ston bar 17n 1.f. 3.50 "- Lane marker tvoe 1 1,-:z,P, hund 285.00 2."t:; ~ Permanent si2nin~ - est. $2 500.00 Illumination LI 1. stcl ' 6 000.00 2.4 oc:J::F!2 Traffic control labor 017 hr. 20.00 I ~ 2. L.{[j!2 Construction signs Class A - est. $3 000.00 MaintenanCe II protection of traffic - est. $7 000.00 Water /r), e::. m2al. 15,00 I nS7,C-{) calcs: 1 1Dgal, 250 cy mb II 1 m~al. 50 cy urfacin~ Adjust monument case II coyer \2- Each 120.00 IL./40C:P Roadside cleanun - est. $2,000.00 Stllucture Excavation (,.'1 c::..,t", c.y. 6.25 L../1rr-F52 Rock Retainin2 Wall - S,y. 65,00 - Concrete Retainin2 Wall LiZi'2, S,y. 150.00 (",.;~ , , , ~~:-~';"">""<)"" .' ::,:;:'.. 5'02155',0 ~ TOTAL .',:\.>';">!,'. Parametrlx, Inc. -48- 1 I f ) 0--'=_ ;- --: -- , ~~ ....":x;rr,'.',:".. . ,.,",.,."''',....'..''1 '$" ':.'" , '-,";,"','''' .., , ,.', '0 ,,'.>,.~i,,~'r ""::';:''i;:;;',\\~".,:\~,,,\'!,'\i';<:\;:;,;(::,';,',;i:,.,,':\>, ~.'" ' " I I, "",'iJil:t,;_":4\'-"I~"ti"'j)~i-i'/r*";'-{,t"""""'i"':'~"'" , 1lilIII'~.-''--'-llII- ,~~~ ~ "'.!\:~~ r I ,'Hr~ L MJiiIlILiIIIIlIl- BLU '~ Lb.... d1W__~iIIIlIIIiIIt:iat I o o 32>< 10 r -- Z < . :J:I- I-as 0:: :E, < =>, Wu ...Jo Uo en , 13 ~\ ...JI- enLL -0 W> :EI- <- a::...J LL< !!l5 :J:w I-:J: ZI- ;:0 zl- ww, ~5, Uen 0- o!:: Ww :J:u 1-- !!:b Z LU en U- ~:J:, 0'" Z .... o o ,-- o o .. o t r {"" '} f--' ...1 ~. 1 ! - ] I "--1 r--l ----OJ PROJECT: CR0812. OAK BAY ROAD BROWTH RATES BASED ON MDT mGHTED ANNUAL AVERAGE OVERALL INCREASE ROAD NME 1981 I 1982 I 1983 I 1984 I 1985 I 19B6 I 19B7 I 19BB I 1909 I 1989' IANNUAL AVERAGE I RATE BASED ON : EXPRESSED AS A I , I I 1 I ; I 1 I 1 1 I BROWTH RATE % IEARLlEST TO PRESENTl PERCENT I 1---------..----.....------------....---..........--..------...--...-..--------..-.......--..---------....-----....-.............--..--------------..-------............---------------......------------..--..-1 I I 1 I I I 1 1 1 1 I I IPARADISE 8AY RD. I 624 I I 1451 1 2337 I I 2027 I 16.5b%1 15.B7%1 324.84%1 IRATE/YR, FOR PERIOD I I I 18.38% 26.91%1 -13.26%1 1 I I I I I I I I I I IWALKER WAY I 393 I 40b I I I 302 I -3.6511 -3.691: -23.16%1 IRATE/YR, FOR PERIOO I I 3.3111 1 I -4.81%1 1 I I I I \ I I I I I I I 10SPREV RIDGE DRIVE I I 122 I I I 250 I 12.70%1 12,701\ 204.92%1 IRATE/YR. FOR PERIOD 1 I 1 I I 12.70%1 I . I I I 1 I I I I I I I 1 ISWANSDNYILLE RD. I 551 1 71B I 6b6 739 389 I B19 'I 622 I 17.4411 1,7511 112.89%1 IRATE/YR, FOR PERIOD I I 30.31%1 -2.m 10.96%1 -47,3611 110.54%1 59.90%1 I 1 I I 1 I 1 I I I 1 I 1 I I 10AK 8AY RD. I 1361 I 1163 1 1414 I I 2217 I 1 2623 I 10.m'l 9.83%1 192.7311 IRATE/VR. FOR PERIOD 1 I -14.55%1 6.73%1 I 25.22%1 1 lB.31%1 I I I I 1 I I I I 1 I I 1 I I I 1 1 I 1 I I I 1 1 I I I I 1---------------------------------------------------------------------------------------------------------------------------------------------------..------------1 ITDTAL AYERAGE GROWTH RATE FOR PROJECT (WEIGHTED 8Y TRAFFIC VOLUHEI I 12. 77X 1 10.491l 219.5111 'FROH TRAFFIC REPORT DV PARAHETRIl o C" "c;" ,,,. .--.---- .. '.,' ..,.."l. ,10 :~ ~J__~l~~~r -4 r ,~ ji~','",.:'ll!vJ?~>;!~'r' e~ ~\: --.- - 32 X 10 ~-A ~- -'-- '1" .,. "'ftlllllt'w.,,,, ..lUll .. JlIl - -_ - ..MlllltI11JJ1lll p- '.u.:,~~~~~_"l z < . :J:I- f-as O:::E <::I Wu --'0 ~o en w, WIl --'I- CJ)LL -0 w>- :EI- <- 0::--' LL< !!la :J:W I-:J: ZI- ;:0 ZI- WW :E ::J' ::10' Uen 0- O!:: Ww :J:U 1-- !!:b Z wen u- -:J: b.... Z ,.- o o _[L...- .,~''''---I''"''" _'C \".""':!'~ii,"""c"':.""'?i"1'm\"'TY". , .~-"t-'l!:~ .'. \ .~ ". :". ~ ~ -l " , : ':C.R.P.: No, 8 \"t.- I' I l' Ii jI :! ;[1 \ ~! ~i L 1 :,.','\~",.. 'r"., , "1 o 11IIIII'''''' ~--~ PROJECT DATE LI.J11 , . i I I . I j:" bt:.. \ B~ 120. ;/ 10/5 I ?o , o o .. ( , I'#I\-'. ft.l&JitJI1U-__ .t:L~,-~_~ .._u_ o o o 10 I pq A ___- _LIi_ ....,...",.--t:::.h~.RI- o o 32 x 10 ~-I- - z <' :J:I- I-as 0:: :E, ~B; -'0 Uo en , en wI w:J: -'I- en LL' -0 :E~ <- 0::.... u..< !!la :J:W I-:J: ZI- ;:0 ZI- WW1 ~5i Uen 0- c!:: Ww :J:u 1-- !!:b Z wen u- -:J: b~ Z .,r.... o o T o o .. o [ [. ,:';;.u:.rPti:.,. , 51Jt1'; t::"':, ;(, ~~i Ii ~~r I: ij ~I I r, o 10 I o o 32Xlo; - Z < . :J:I- I-as ~~: Wu "'0' Uo en w: ffl:J: -I t- i en LL -0 :E~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, WW1 ~5\ Uen 0- o!:: Ww' :J:u ~[3 Z Woo u- -:J: 51-< Z ~ru o o ----"'( ST,"-.. L/'i'/t.;o tl'15'- 11(15;r;;~ '-IIi'''' 1.- ."I'.I~;~v q'h~ eft! 7"'l" '-Ne'" SECTION CI,JT OR IS" fit,,).'> LEFT C RIGHT OJ (~cr rlZcM ,tI?/It/ L,JJe! - .,er F IL,"_' C,' .. e- ~. ,'" I(>~ IIIf ~..i ISJ " 051 .. -r;- <f~ .~Cir5 ,. g#;" "i c..01 ~- "2- 1,.\, i'Si 9~~;;; , T' ..o'~ . r.E!J. 8a: kfi., I (, ~ ,oJ :;'6~ 1'i-c? Ja ~~1= 1 o . I~ L~ z,~ '-I. .~~~ ~~~~,:~ .. J! u Ii o o (1 ,;,;/ ., .. <:,::. "',', e {' ',. ')'~\:i~~:~;;::"" .', .'. '.' :::::~" I .:~f:"~1I~~\':i~:!~~~~~' o o o I o o 32x I 0 ", . (' ,~ .1 [] , ~l:il2IU11l!1':::ldti]I1UlJ .......... . -"rl~ I - Z < . :J:I- I-as 0:: ::E. <::I. Wu ""'0' Uo rn w~ ~~I en LL -0 :E~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, w UJ, :E ::I,' :J 01 Urn 0- o!:: ~W' I-~ !!:5 Z W(/)I ~~i o ; Z .r' , . ,0 --.-.,,( STA, .'!'I8.1';>'c" c.j<lq,,:, ,::/(1'; 1";'1.> cJ~-O '\~ 1.15'0151> o o .. o s ~ C T I CUT OR C' FILL... LEFT C ,~Slo.i RIGHT ....IS' C-3LI"Z:.c;e! -z: ~r. 1:1 ""-!:. s- J3~ I"'~ 7-0:* c z@. CZ~ 1:1 :;..---,. 18~ IS~ ,,. -0.... r&t~ 5~"f :1.., z~~r. o cz!'. \',1 17~ ",,:,'i, ',_ .fJ1 C~li.<' -59 ~ T. s 7~ ~ I s~ , - ,:?y ,- CO'! .0 .. 0 ',/':;,1 v G$! ''''~ . 5 ..y, 'i.;I.lS() o~ c..o~ !.E2 1 LJ$ Z ... '70 ~t , "';' 1-lC,r 3 - LoT, ~ 0 o 10 I a o 32x 10,,' : .,:.,.....,. ',' ,', '.1 - Z < . :J:I- I-as 0:: ~, <~, ~g Uo en wI' ffl:J: -'I- en LL -0 W> :EI- ~:::; LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, ~~: ::10, Uen 0- 01-, W~! :J:U' ~[3 Z WOO U- ~~, 0; Z ',V" I o o - o o .. o STA. t'--I ~~s; f"u-~ OR LEFT C Off",~-r "'- 0". ..." CO"" tAr;!' ii ,. 8"Cr. (; ~I,~~c:;';' RIGHT '-IS z.; $',f.t:f.E..'!..tt- 1~..,ll1t IS~ I'l-!'. -: ,,,"- ~';... r::O~.t.Q' a! ~, (ov~ ",\ ~ I"s I"" IZ:, ~~ "~, ii:"- ,,-,- , ;;0':. ~,W;lJt:lf'().!- Oe-C02 Yl~" ",;.1 15'~ IS r 15 1;1"'''' <R ,_ _..'H." ...."_. "........ ," .. /):'/1'1.. FO'!. Fat. 0<:- 11't;,'~ is!. jij:" .t .' --_...(/~ -,- ,. ~'J,.~.!3l!-'l..i II f." 7S:i(l" " (;) _o',! .,. Ij <;oJ1~" Fp'-l. f'oi o~ l.:..o!. C,Dt"Ze't:r , . l'li:; ~ i'"Si ~iZs, &;'P, " . ~o,J~,. I./':;S" ~co~ co~ Ie I..r, 15 ~ i3i: s Cf1.:r . 'is's'' 'S" -t{j.~ ~' (.()..~ cJ I S(j. IO:!.Cr, qSl,. "... ~~-_._. o o 1.0 I o o 32Xlo" - Z < . :J:I- I-as 0:: :E, ~ 13' uO en ~: ffi :J:l -lI- en LL -0 W> :EI- ~::::i LL< !!l5 :J:w I-:J: ZI- ;:0 zl- ww ~5l Uen 0- 01- w~' :J:u ~[3 Z wen u- -:J: 13.... Z "_.~t"Sl.,~ ~1,) '1$7"Lc 'bi1'?,'= .,... <+'5 to "-- o '\5';:"1'0-0 ,{S~! t '},' o /f':;''l'l. <I': ~, <,1> (11.01- C'" 0 _1IlIIIlI& = C. STi\, LEFT 1St. ~,..... ..r"c;... ..:t'. ,?l> , S ,.:(, ..,z.~ '-T, "Z-.'.~ \.,\, \'5 ~~ _ fU.1..I, '-~: liIlIIlIIlU-. S~CTION CUT OR C bt"""1" .1.. , C:,. -1-'--.'~~_. ;;l:. ~ I> 0- I'l- (l..1" 7.~ V;\" (, FIL.e.,. RIGHT zo~ G,UT'. '5~~~, ,,:3'!l~~.~,r 37,Srl, to ~ c.u~') .. u (: ( I I \ o o " "\'" ""X, ":';:'1 '.:':.", to",,'.:, '\",1", . [ j , u~~i~~,~, o o Q I o o , l:' 10 ",,' ,",,' ,', ..32 X 10 ::Lt:'::,:~: L'i:~"""'~-.wi ..'.IIDII r - Z <' :J:!z I-w ~~: Wu -'0' Uo en wi ffi :J:\ -' 1-' enLL -0 :E~ ~::; LL< !!la :J:w I-:J: ZI- ~~ ~!!5i :5 0'1 Uen 0- O!:: ww; :J:U 1-- !!:b Z wen U- ~~, o " Z --------( STA.r ,:\(,biJ'l,:) 'lbl ~ y,- It',,,, ',r' '4(,,}, 1. ,0 ,.f(,l t";;o o ~/~3 ...." -Iv ~ (~"(; './(,1./-..- S~CTION CUT OR l.EFT .1. ., IS'" ~, 7~~....r "f ..t z.o4'....r. ~1' ~~+f T i 1,./l.~ --( FIL.. RIGHT ~O~ T I o o .. 11 r .. r: ""i " ::~~1'>; ,',- :., ",c- ,......H.)'."; :..,:....:.....:.'.,;. ~,'.\(:.<;,'r'~' " . ',"".":,..' "';,.;,/:,'c -; <, :J::'~~'~1<M~'\~,; ::t:' '.', ~ .','1';;,,'. . ,f) C~ ,:,:,:\:~:~,;:,~-' ,: :.:. ~.:_:.~~~~"' 'Ud,':;!,I' '" (.'. 0 _>u~ ~L - .'..,,'."',.....,c,.',"'.'. '".,.....','..,.',..,'.,', - l~ll1!lt....:~;:._~~~~ ~~:, o o o 'it'., ,,10 _~;;':;",-L l~~~ I o o 32Xlo, ~"~~}j ~ '---dil'.~ ......rlllll - Z < ' :J:I- I-as 0:: :E, ~ai UO o ffi~\ -'I- enLL -0 :E~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 ZI- WW1 ~5'1 ' Uen 0- Ot:: WW' :J:U 1-- !!:b Z wen u- ~~ o Z STA, (1~<f~'J() (14)5:'-- ,,'1(,5151..' '.rH 'IV. \. o ,1_.U~lr1St> o '/1.1'" 'J(,7.';'O '1(,8'" ~ o o o .. o CUT l,EFT Z~s.- 1'1 t. .1- \'1~ ~~-IorJI~ ""~J~~ - C ~~1' RI"GHT Co_, "Z,O ,.., 2.T, Hi I .z.~~(Zrl o Ill' ;?:f. T IS'i. T ,f" 20,5 '>< 'J ':\T j' " e II ,..,,\ -.""i-.'.';' 1 \l,,1', II ~ ;.;.....' ""!.:'.; " i '~'.; . ,".,;:>.;'~'i'~ -j""; .IIIIil MM !';~i,i\';);;::,::,,::,,: ". ", ", . , ~ 10 ",',niP.., ....""", . , ' .,',' ".t, , ........t I' i1 11 1~::~" ~L :~1 nUt: ::: ~,::,,:,",..;,t.." - I o o 32 X 10; " ."~..w "_I~:U!lIiiiIll o - o .. o Z <" :J:I- I-as ~~; Wu -' 0' uo en w; ffi :J:I -' 1-' enLL -0 :E~ ~~ LL< !!l5 :J:w I-:J: ZI- ~~. WW1 ~5\ Ucn 0- o!:: ~~' I- ~. !!:o z' WCl) u- ~~I ~ ': , SEe CUT LEFT FI OR ~., STA. RIGHT p o IS"" j(,,~j')b 1-,.~r'"':.{, .1. I~ nJ. '1("'1'(.. ~I(,'lf So 2,t.r. T o r' , , '-Ira :'l-. 1,~l.r, '0 o '.1')/. 3eL.'T, f I </1 "'it> tJ 7Z '" i 3~L.i, o o 32><11:), V' - Z < . :J:I- I-as 0:: :E, <::>, Wu -' 0' Uo CJ)wj ffi:J:j -J t-: enLL -0 W>- :EI- ~::; LL< !!l5 :J:w I-:J: ZI- ;:0 zl- wWi ~5\ Uen 0- Cl !:::' ~~' I- ~. !!:o Z wen u- -:J: 6'" Z ~I"" .. i o o \~ ", - STA, CUT '(T21)"" ~m"-:-c 4}) 150 '17'1 ~. <(""so 'n51. '17:" s'V Iln,"1.- ~- o .1 "/.1.~ ,r, 1'5~ \,;\" \C/'l.,s, ~.tlLl.1lI LEFT C ome1' ,-..- .. FILe' .~i1, J RIGHT , n ..t 3"-1! II zo..; (',""'n j~:~, .... ::,., ,.:", :.:: =~:::.~ ~ o o o o " o "'f;" "'~' .,....'.'.:'.',....'0 '. :""../"" 'j'\<.",}.:,<;" ,,~(~~,.,j~~~t~~~";::~~t~J ~__~J I .I1II.IIIll~lItJ o o 32>< 10 1IIIilIIiI''''~'' ...r.;.....'lililil - :z <- :J:I- I-as ~ :E. ~B; uO en ~, en :J:' ~ 1-1 enLL -0 :E~ ~::i LL< !!lS :J:W I-:J: ZI- ;:0 Z 1-. WW, ~5'1 Uen 0- C!:: ww: :J:U I- ~. !!:O Z, wcnl u- ~~, o ! Z ' ;,..--" ! '0 o \, ~.uU&~ STA, j7(P6? if77.":-: ':-Il11~2 '::/70':--: ,t/7bl~U" tf71-v S,?;~.:~ ' 1.0'S "l.>'f'o .".Ji .. l~(..T. -i I Jl l,~ i l..T~ _".J Jj o rrr. o 10 I o o 32X 10, - Z < . :J:I- I-as ~~, wu\ ""0' Uo en w'\ ff3:J: .... 1-' enLL ~O! :E~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, ww, ~51 g!!l o!:: ~~: 1-- !!:b Z wen u- -:J:, bk: Z ' .r...' 1 i '0 o -- STA. ':i~t':>""'., '1$0'''' '1\oII~ o o .. o CUT LEFT 1..~':;' LI((J~ .~ t.lr6i:.."}S Ill-' 1, 1.1 1~:: ;. I ')'I.; l.j ".""" ....-. o "':'-:':- ~: ~Iil~ I S'" flu. '"'~ ....M ~'.' :.. , c ofr,~'" RIGHT .i. 3~ ,zr ,....., 'le'" o z.o, s r<)'..J< "':-, .%:".5, vr, ('''') E> '>'\..',' ,-\ """""', . . Z'IZT .t zf ' 2.1!1lr:.('....,,~ '~:"i; ", Zoi "f ,.;::',"',/:'>;'/;:-::' , , ,Ii ,j'{:~:((;J,j ''''~U~''li'""m,~Ej,.:F~[;~ <E. '.1 0 ~~?~~/~bf~'/:;">f:->~jh~!t.;:~ ,\~ :~;.:~~~ . ~ i..,.......,.:',;,.:;.,':,.::::.,.>:"."'.-',.' ::.IlIfJ....~~~!:=.:.~ ~:.::"!~:~: I o o "32Xlo. ",'.... c' , .. '~ "_.~IUIIII,S(~ I -- Z <" :J:I- I-as ~~: WU' -'0 Uo en ' enW w:J: -'I- enLL -0 W ' :E~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, WWj ~5\ U en, 0- oc Ww :J:u 1-- !!:13 Z wen u- -:J: 13f-. Z STA. .C/!>'"!'SO: .4l>!:":" 4"St~O ',r I , 'tC1lo'" o <-I6lo'I'l' o ~e 7'~ LIe. "',", 1.1 tltl", lxl "C--~;- ...- ~"J-::~ ~ M LEFT .. c C!>Ff';~" RIGHT 'to,"; 'f z.~ar. '1" 1'/ n 1.; z~ (11: .,.....1 I! n ;~'lr 'f" n ~O,s' .... ~ 'C" ~ . ' ,.. -:-~.,:, ":"'IIlli.~I~ ~ ~ ~..~ .~ o o .. ., '~, ,',', "\ ,," "" '^'j' ;":i,;,';:S';,; " , \ ~ ......:l~":. ", -~: "~ ' '.. }':~P,:;~)___~~::~::i;~';":':'":;,':t:':~":..',,.,:;::,~ "'::;:~:::i .,.. '...' "r' ,~,,~'''''C.I " '",,',' ":,',-.:\ ;'.\ o o (;) r',"- t) 10 l.I.....~:;:: ;, .) ~ .. '" I o o 32Xlo .- --....III" ' ..c,. "JIi ~'] F- - Z <4: . :J:I- I-as 0:: :E, ;n [} -'0' Uo en W'\ ffl:J: -'I- enLL ;;:;0, :E~ ~::; LL< ~a :J:W t-:J: ZI- ;:0 ZI- WW1 ~51 Uen 0- O!::: WWi :J:U 1-- !!:b Z wen ~~i o " Z ..r.'" o o ".- _..._---~( STA ".- '\~....s<> '-l~'1,," Y!;~.';'~ c.l ~o "" ~t'jOH':;~ ,jC" ,. '-\'III',u '-l<\t... C" ,,0 JllI SE CUT LEFT '.~!. IrGS.~ L~llliIIllIIIllIl~_&I "o..*"b-r ?-~~r I .. N OR FILlfJ RIGHT i 't" r,T. J:. ~O,S j:<T. o'l. 'f .".'ll 7.0;'" II o o ''''''''i.'' ;"', ~ .' :~;':'\" '/...., " '((' ,J',,'. ":!e,", '/';("):i}<' i." ';\~ ,:, ~, , , ;,':t:; .., , ,_~ l."~,~,, ~ '.....",::,:.;::;'."., ....;.--.:....._-....;i:. "jj#, ,:I";'>l'~;~W\rl',':,~"", , "~_ " . ' '''.~.-- I _ ," " o o o ":,,', .. ',',.,::, .",}." ,:,,:l! '10 ){':"I..V;i~:'('~;;).l~"<j.~ ',' .. 'M.."" 1IIlIII---'~- I o o .. "IIl__ 32xlD .~-~ - Z < . :J:I- I-as ~~: Wu' -'0 Uo en wI' ffl:J: -' 1-' enLL -0 ~~ ~::; LL< !!la :J:W I-:J: ZI- -0 !zl- WW1 ~5', Uen 0- o!:: Ww :J:u ~[3 Z Woo u- ~~ o Z ,r' '0 o &- Hll. STA 1o.(':'7t.t.,v .cI93.~V 'f') 3 t5'f.J 'I'W"-" '1'1'11 'IS '+'l".v 4'1'il';'<'> 1,1 'It,,, ...~ o SEelIOI\) CUT OR LEFT lotS, 7.1.~ J:6. =.:.... ~ lJ.. C ~"'.. .. FILL( f,IGHT o~ T ZO,.; ZIJ~ ...ll lJ n ., :-=... ~." ~~~ o o '.:',,',.".,.,'. ':l +IT:\l!{\~~; . " ,~;:;7,:.,:_,\,/Ii; ::",\\::;,:: ,', '.. ""i'/~';:"<:-' ';;;ii~:,,' ,;\'., ~!~';;);: '/J ;',,:\:\.,/.:f}.,:l Lj'~=" o o o . ,'>'('" I 0 .:...:....:.. .Li!:.\;,,,"~_ I iMiLWI1llH8liIJI- ..;.... I o o 32x 10 , " '"-- , ~1,lIt -- Z <' :J:I- I-as 0:: :E; <::I, Wu -'0 Uo ~~\ ~ 1-' enLL -0, W ' :E> ~~ LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, WWj ~5! Uen 0- o!:: Ww! :J:u ~[3 Z ill en' u- ~~ o Z ,r' o o " '. ....11 STA. ,"'Jr.tSS './97...... 'IJ7t"'u ,/ryS', '-/Ht5':"> ',I'i'1..... '1"19"'" , S'J'-'-'- ....~ o SE TION CUT OR LEFT C u.~ _J ,:.... ,.. .., .J: "{.l;'- T Jl " 'II II Ii .. o o .. ,<\'. '{ " 6 .';<1' '',;,;;. ';:'.:;',' ;r~../.. ..,., '~f~~,.". .. .. . ;~,,~tl~Jli~.i:~~0}~',~,~ o o e .t. 10 ';"'.s~= P!! I a o 32.><1[1, ...lIiil~'~~ .. -- Z :2~ I-as 0:: :E, <::I. wu' -'0 Uo en wI' ffl:J: -' 1-' enLL -0 ~~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, WWj ~5\ Uen 0- c!:: Ww :J:u' :;:~ _0 Z wen u- -:J: 5'"' Z ',r o o -- H'( STA,f- SC,CW5U SOl :SOI\~() ":;'O.,~,,,, (:i),)t ,...)() f'S:, <)<)3 v ":"3()1f-,,\"" 5:;lL!.,... c~ U-- Jt>J1W. S E cT-,g.~ CUT OR LEFT C ~f'''''' 't\ \s.., -;- ( u~ - .JUUJ .......-- ---.-(1 FILL_' RIGHT Z'".t-'~1J1' ...... ~o( ~ / If' ......~ ...- o o .. o o II II I ~ 'j "',',;>1:," , '.\ ;;:';"~j . - \~ .: II ,~,\' o " (;jf,,'f)':;'\ :' ',~' _:':)-:;S\-}~(<;Y'!~;'(:_--':'{','i,:; ,~':t-.__ ',-: -'''_,.,'~,;i',,',\ ,:;:.i,'. " ,'1._ ,;', ;. ~' ,:.~~~l~'':';~~~~;::~'}~ '___~#.V 'ilUo'"1 ~~ : ~c~._" "L o 10 I o o ,.32X 10 - z <:' :J:I- I-ffi a: :Ei ~::Il -,U uO en ~, lfl:J: -'I- enLL ;;:;O! ::E~ ~::; LL< !!la :J:W I-:J: Z.... ;:0 Z 1-, WWj ~ 5'~ Uen 0- el!:: ww; :J:u ~[3 Z WVj u- -:J:, !3'"' Z ;r"" , ': o - '( -~ "-:: ~ ~,,' ! \ '1,-,\,,-,~%;,;-~:r;,;~:>'",' "",'2i;~~.",: ' '" '~.. .~~;:;;.., ~..' "'( (~ '~,-,;...:...-..'~ '~-- ~ d ,', ,1' V "~, April. 26, 1990 Diane Lenius Parametrix, :rnc, 4970 Auto Center way Bremerton, WA 98312 o o .. ( JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P.O. Box 1220 Port Townsend, WA 98368 (206) 385-9160 Gary A. Rowe. P.E., Director Robert G. Nesbitt, P.E., County Engineer Dear Diane: Re: :rmprovements to 36" Cul.vert CI Sta, 469+40, Oak Bay Rd, CR0812 After reviewinq the suppl.emental. drainaqe report for the above referenced cul.vert, and DS we discussed by phone, Jefferson County feel.s that al.ternate three, l.eavinq the existinq cul.vert in pl.ace and instal.l.inq the 9' X 12' X 8' oil separator, is the best a1ternative for this projeot, :r understand that this structure is similar to a city of Seatt1e standard, which hopefu11y wou1d work for this application, Please verify, and incorporate into the project plans, and include maintenance worker access to both sides of the weir, :rf you have any questions, do not hesitate to oontact me, Sinoerel.y, ~~ Project Coordinator XCI CR0812, corres, o""""~-. II~- ......_..:.:.~.:.. , - ..., ......, '. ~.::~-~. ' 100'10 Recvcled Paper I o o :::~~~=~~~~~I.t~1~i;!!l""I.:~1:~1~~~t~~~~'n:"_"l ~~~~., ~~.~~*..~..xJ~C! -- Z <' :J:I- I-as ~~, ~U' UO en ~: 1n :J:l ...J 1-' en LL' -0 W ' :E~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 ZI- WW, ~5; Uen 0- o!:: Ww :J:u 1-- !!:b Z wen u- ~~ o Z .r'" , o o o o - \ ( ~~r!1 j$fl!f _I~/~.~:""~ ~ (, JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P.O. Box 1220 Port Townsend. WA 98368 (206) 385-9160 Gary A. Rowe, P.E., Director Robert G. Nesblll. P.E.. County Engineer January 11, 1990 Robert P. Franklin, P.E. Project Manager Parametrix, Inc. 13020 Northup Way Bellevue, WA 98005 Re: Oak Bay Road, CROB12, Hydraulic Report Review Dear Bob: I have completed the review of the drainage report for the culverts located at Stations 469+40 and 494+90 on the above referenced project and have the following comments: 1) The culvert at Station 469+40 will most likely have to be replaced due to inadequate capacity for a 25 year storm in the present developed condition. Since the drainage area is already subdivided and will most likely continue to develop with single family housing that do not currently have controls for mitigating the additional peak flows, a larger oapacity drainage system will be required to be oonstruoted that will accommodate the additional development. Additionally, the sys'tem will have to be designed with some form of biofiltration or oil/water separator. Any further hydraulic analysis will be acoomplished during the design phsse. 2) The culvert located at Station 494+90 will have to be extended as the roadway seotion dictates, and an energy dissipator constructed. If you have any questions, do not hesitate to oontact me. AnCerelY~ ~~ Project Coordinator xc: CR0812, corres. 100'10 Recyclod Pepar '.,~:y~f,",;,:~' ',~::::'::-:_;i ''-." ""~"~'l"lll~i-" ..:..:. .......,.. ~. n "Il.~ G) {{r:;', i:.ltl ' '...u.....!IiIIIII..Atl ' -~ .(--;~ Lb....aMU'lld!Il!I.If!JI' lI~ =.-:= " J 10 I o o 32X 10 . "':'"IIllUII!- - 'll1!J111:IlII~' ...:........ - Ie Z ':' <~' ~ as: 1 0:: :E;, <::I,e" WU'1 -10 ), Uo enw ffi:J: -II- enLL -0 :E ~ ) ~::; I LL< !!la :J:w I-:J: ZI- ;:0 Z 1-, ww, ~E, Uen 0- o!:: Ww, :J:u 1-- !!:6 Z woo u- ~~ o Z ','1" o o (~......,.. o o .. '- \ 7\-"'~~/ ",:,~~~~.." 3:1&l" .~~ ~~.:~J<' ri/,.'..,,;) r. ~ , . " JEFFERSO()COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P.O. 80x 1220 Port Townsend, WA 98368 (206) 385-9160 . Gary A. Rowe, P.E., Director Robert G. Nesbitt. P.E., County Engineer December 14. 1989 Steven N. Iden Operations Supervisor Jefferson Transit Authority 1615 W. Sims Way Port Townsend. WA 98368 Re: Bus Pullout Locations, Oak Bay Rd. Improvement, County Road Project No. CR0812 Dear Steve: In order to insure that the above referenced project addresses the needs of Jefferson Transit as it relates to the number and locations of the requested bus pullouts, I would like to review the ,conclusions I made from our telephone conversation on December 7. It is my understanding that the proposed locations shown on the map of the area provided by you to Parametrix, Inc., the County's consulting engineer on this project, be modified as follows and as shown on the attached map: 1) The pullout shown Southbound and across' from North Bay Ln. was first relocated to Oak Bay/Osprey Ridge Rd. Intersection and then eliminated from either location. 2) The pullouts at Harbor Drive, both northbound and southbound are eliminated. The northbound one due to the potential of Pope Resources developing the intersection in conjunction with their project and the southbound pullout because of the same reason and the proximity to the old cemetery. If this is understanding is incorrect, or you have any questions, do not hesitate to contact me. Sincerely, ~. Project Coordinator Attach. xc: CR0812, correa. 100% Aecycled PAper -~ "~' '....''':') .."",I" ", ;-,~~.,L::l . '",II'~'i\"~';'~~~f;;:;,?<!.T' :.!:S; ,; ::':T1~';:::1l;,;,';:,:i~};';t.~, "'. .:I~ ,\/lI'~" l;"" , . ' r ., T D I 10 I a o 32Xlo , ," ' . '. ~. . '.- ~', ' ," ',',', , :' " _.'.-' "'r'_ -_,:, ' '.'," . ~, . ,~', ' ,~, . - . ': '. '," ;- Z <' :J:I- I-as 0:: :E, <::I, Wu -'0 Uo CJ)w', ~~\ enLL -0 W> :EI- ~::; LL< !!la :J:W I-:J: ZI- ;:0 ZI- ~~.! ::10, Uen 0- O!:: Ww :J:U 1-- !!:b Z Woo u- 1-- :J:, 0.... Z ..... ,0 o . . - .. ,. .. .. o . . o . . o . . . . n lilt' C"--~'"'''' .a.:oLc.llll:l_I_lillll o o .. -- c N'Jn: NOT WITHIN ..LIM/1'5 J lhOlen Ad LEGEND - Farold. Bus Pullout \ I ~ I 0 o >< :: E' 1-1 M 1""04T t:: j) Figure H - I. Jefferson Transit Proposed Bus Pullout Locations .26. lid - . (: 6mrL llr~lI- ~".:..-~._--, 0{,:) ;i>,'r,\,< .'."....,. ,.",.' ,',",'"", ',1" 10 '" '" 32.x.1 0 u~~([CLcr~:=~..:;;:;:~.llI.....____ :~ll III"" I I i- I Z <" :J:!z I-w ~~: WU. -'0' Uo en w' ~~I enLL -0, w ' ::i:~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, WW1 ~51 Uen 0- o!:: Ww :J:u ~[3 7- wrn ~~i o " Z :-r"" o o "C-o~~""-" c \ December 7, 1989 Mr, Walt Berschauer Parametrix, 1nc, 4970 Auto Center Way Bremerton, Wa 98312 o o .. (': JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P.O. Box 1220 Port Townsend, WA 98368 (206) 385,9160 Gary A. Rowe, P.E., Director Robert G. Nesbitt, P,E.. County Engineer Re: Change of Administrators for county Road projects; CR0579 - Beaver Valley Road, M,P, 7,03 to M.P. 7,66, and CR08l1 - Beaver Valley Road, M,P, 6,31 to M.P. 7,03, and CROS12 - Oak Bay Road, M,P. 8.20 to M.P, 9,61, and CR08l3 - Beaver Valley Road - Swansonville Intersection Dear Mr, Berschauer: This letter is to inform you of my detachment as your contact for Jefferson County in the continuing administration of the Consultant Agreement currently under contract for CR0579, CROS11, CROS12, and CROS13, Bruce Laurie (Construction Engineer) will now be responsible for the administration, and has been assigned the task to contrive the destiny of these projects, Please route all communication to Bruce if you will, Sincerely, A-~~ Aubrey. almer Offic Engineer xc: CR0579, corres, CROS11, corres, CROS12,'corres. CROS13, oorres, Bob NeSbitt, P,E" JCDPW Bruce Laurie, JCDPW b.. ~ ~= 100% Recycled Paper L .~~.,; I o o 32xlo '.;' n";'~~l.~i' ,; .... .&..oIL.. - z <' :J:I- I-as ~~; Wu. -'0' Uo en w: 13 :J:I -'I- en LL -0 W I :E~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 ZI- WW1 ~5\ Uen 0- o!::, WW' :J:u 1-- !!:b Z wen' u- -::c; bl-" Z ,."..... 10 o ("~-o' - ..- b.....-Lbd..... ~~ o o .. c ( MEMORANDUM DATE: December 7, 1989 Bruce Laurie, Construction Engineer Aubrey Palmer, Office Engineer h~ Change of administration notice and progress report for County Road Projects, CR0579, CR0811, CR0812, CR0813. parametrix, Inc. has been notified of your involvement in the administration of these projects, All communication in the future will be routed to you for the continuing administration of these projects, TO: FROM: SUBJECT: Listed below in summation for your review, is the progress report for each of the projects, CR0579 - Beaver Valley (Sl'y) surveying for land corners on this project is approximately 50 % complete, Centerline has been established, with cross sections and profile complete, Underground utilities have not been located as yet, The preliminary traffic report has been submitted and is awaiting input from us for final completion, CR08ll - Beaver Valley (Nl'y) surveying for land corners on this project is approximately 50 % complete, Centerline has been established, with cross sections and profile complete, Underground utilities have not been located as yet, The preliminary traffic report is 3/4 complete and as yet not been submitted, CR08l2 - Oak Bay Road surveying has been completed, centerline has been established, with cross sections and profile complete, 90 % of existing underground utilities have been located, c '~ ','."lmlif"!W\..-,.... I ' El {.. , ',' '." ..,....,. "'., , ,," 0 ".,' ..... ":"':' ..",,~,,;\',;l,;:, ',' .'.'~~::~,}:,t,;(,;t!~t~I:;~:-:l'~,;',~>:',':~,,;',....,,:,,'~(/',":i-'~ ott. ,',.', ,,', " ~ L---'-',":; ....JkllIllJ'*IIJII.~~~:;;= LL"'IIi.AD_~_--.....-~ ~".l,1l4 . ~"" . ~, J..A.. lIIIl"fjll."lt1itl1~ ,,~ .;.....:.......::...."""1IIf.~..:.." - I o o 32Xl D. -- Z <(0 :J:I- I-as O:::E <( ::I; Wu' -'0 Uo en ' ffi ~i -'I- en LL ;;:;0, :E~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, :E !!5, ::>01 Uen 0- CJ!:: Ww :J:U ~[3 Z wen U- -:J:I b..... Z .r o o c--;,... - ~.~1"" o o .. c ( Preliminary review of the traffic report was completed and a final report submitted to us. Maps have been given to Pope and Talbot for plotting of their know utility systems. Dave Cunningham of Pope Resources has been contacted and given some alternatives we have been reviewing, they are as follows: 1, County to do project / Time restriction given to Pope on open cutting, (No time frame on the restriction) 2, County to do project / Pope to install dry lines during construction for their future use, 3, County postpone project / Pope to provide time line on estimated project start, Al Fuhre has maps for design of underground waste systems, Last contact with Dave Cunningham "we're working on it", Have, not received commitment or design plans from Pope as yet, Mr, Cunningham prefers Jeff, Co, postpone project, Have asked for time line on estimated project start for Pope, It has not been designed for crossing, and foresee a minimum of 6 mo, start before development of plans, Could be up to 1 yr, for development, depending on parcel breakdown decisions, May go or may not, CR0813 - Beaver Valley Rd, - Swansonville Intersection Surveying for land corners on this project is approximately 25% complete, ' centerline has Qeen established, with cross sect~ ons and profile complete, Underground utilities have not been located as yet, The preliminary traffic report has been submitted and is awaiting input from us for final completion, xc: CR0579, corres. CROSll, corres, CROS12,. corres,' CROS13, corres. B, Nesbitt, P,E" JCDPW B. Laurie, JCDPW ~ Q~, ~j,..:....:...-. '~, ;-~'J' .~:tf~l:~\~y,;'rr;'~':i~'~:" I ,:::;'. ,:'(,1:, ..' '" t". . 0 '. :=~~~'(~~=u j; ~ .tI~2.;~~~~~ ... ~ .. U. tl .J'~ Ia.....,.,... .......::tl ....1:1I:I I o o 32 X I 0 -.... ~ ~. uAr" IIilII .- Z < ' :J:I- I-as a::E <::I: Wu -'0 ;: o. ~~1 -'I- enLL -0 ~~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 ZI- ww :E ::I' ::10', Uen 0- O!:: Ww :J:U 1-- !!:13 Z wen U- ~~ o Z po o o - o o .. TO 7Q?C: 1?t::Sc.luec.,..-c:;, ...,. "" ._....,........._.............,...,..........\ FROM c..~S/2. 'J c..02e6S" ("::FFERSON COUNTY DEPAFHMENT OF PUBLIC WORKS 1820 Jefferson Street PORT TOWNSEND. WA 98368 (206) 385'9160 SUBJECT:.Otll~..Br:):,'r, .,...EQl:2JL,)..,..5_~~-g..__lJ:,l~THl"I.j9JJ..Q,L.. DATE: -..-V.../..1./..-9J__.- 'OLD + ..Jc-'=Ec.7l5>c:w... ,......Cc...:J)..JI'L......Hrl...':>,..__c;:g.~!J?:~ t:.-:D;'J? _.~_L....:2Q~.!...(._.Q~L_.._.._ TJ+t;:', S,C: ~7C ., ,... I h-I,~r.tlt,. ~,':?iU::I'L...._'?_;y_._,_.C7.J::!..!f::.._B..t).'.r_.._i?.C.d1)_._._fL2___,___ ~, " fK$i?5e:l"?~PT, ../.....':2171::1. ,....,'tt2y./?_...__~t;;..!,L'" 1::_.______.___..______ t;:")J (L 0~ !?.. ,...,8 .._..,<:._~i?T...,___~:....,_e\.),~_...._ftG 'P..EJ;2~N:~"rr_,.____ /-) J.J, \) A, 1--\" , ,"\, ~""jill 'Z f::'""T':>" . ..,.. ~,ib.':,-_______..:..,_._..__...._....._____._...____.._.._______. PLEASE REPLY TO - ;--' SIGNED REPLY limn /I F1a nrltylW, "'.0, 0011 ;:0...., tlll,UOld, or on 104.g04<4 c Whnolnt Oroup, Im~ I Dna "..::OO-..,..,....I"I'\!P". DI!TACH THIS COpy.. RI!TAIN FOR ANSWER, SEND WHITE AND PINK COPIES INTACT, 'f- -.. a .--~.._..:..-,,7:,:,.:,.,',-,..,.....,-,', .-.._,.,-",.......... k . ' ~~..'.:"...JIIl;~> ., ..' ".. t · Lb.._ iII!:t... ~..,...- l o .....b ll.lUll It J><l - IJ~ .~ o '1 ,I' i', I !; i 10 jt~...... ~"/"""". ~ --- . I o o 32X B 0 -ltlJ~.ll - o -- o .. - JEFFERSON COUNTY PUBLIC WORKS DEPARTMENT r ('i Project: CR0812, OAK BAY ROAD Billing to: Pope Resources Date: 09/11/1991 1 r Z <' :J:I- I-as a: ::E, jjS ::>1 dgl en ~l ~~I en LL' ~o! :E~ ~::; LL< !!la :J:w I-:J: ZI- ~~, WW1 ~ 1St U en' 0- o!:: Wwi :J:u' I- ~' !!:o Z wen !:1 5:1 bh: Z ITEM UNIT ITEM TOTAL TOTAL NO, UNIT BID QUANTITY AMOUNT 1 L.S. MOBILIZATION $20,000,00 8,00% $1,600.00 L.S. L.S, 16 C.Y, TRENCH EXCAVATION $8,00 232.32 $1,858.56 C.Y. C.Y. 17 LIN. TESTING SEWER PIPE $1.50 500,00 $750,00 FT. LIN, FT, LIN. FT. 18 LIN. PVC SEWER PIPE 8" DIA. $20.00 550.00 $11,000.00 FT, LIN. FT, LIN. FT, 19 LIN, STEEL CASING 12" DIA. $31,06 135.00 $4,193.10 FT, LIN, FT. LIN. FT. 26 TON ASPHALT CONCRETE FOR PAVEMENl $50.00 100 $5,000,00 REPAIR, CLASS B TON TON 51 HOUR TRAFFIC CONTROL LABOR $22.00 76.00 $1,672.00 HOUR HOUR 54 L.S. MAIN. AND PROTECTION OF TRAFFIC $8,000.00 8,000/0 $640.00 LUMP SUM LUMP SUM 56 S.F, SHORING AND CRIBBING OR EXTRA $2.00 778.97 $1,557.94 EXCAVATION, TRENCH S.F. S.F. 58 C.Y. GRAVEL BACKFILL FOR $12.50 58.76 $734.50 PIPE BEDDING C.Y. C.Y. 61 EA. ADJUST MANHOLE $250.00 3 $750.00 EA. EA. 62 EA. MANHOLE UNDER 12 FT,. $1,650.00 3.00 $4,950.00 48" DIA., TYPE 1 EA, EA. 66 L.S. TRIMMING AND CLEANUP $5,000.00 8.00% $400.00 L.S, L.S. TOTAL CONSTRUCTION $34,706,10 ADMINISTRATION $2,387.78 AND INSPECTION OVERHEAD @ 6% $1,864.69 TOTAL $38,948.67 ;~.,- , i o o XC: CR0012, PAY ESTIMATES C' , 0 - ,...-. - ~-- .~ .~;J...."';'~~i...- '.'..', -.Tf) t;~J ;. ........~ _~.'i" I o o 32xl.D - Z < ' :J:I- I-as ~~; Wu -' 0' ~o ~~i -'I- CJ)LL -0 W> :EI- ~::; LL< !!la :J:W I-:J: ZI- j:O Z 1-, :E !!5! ::lOt Uen 0- O!:: Ww :J:U 1-- !!:b Z wen u- ~ :J:; 0....' Z ,T" o o o o .. ( >~,,\.(rt ''-ft;. ~~) ,:~if ,',..\ ','" ,. ~ ~ ,. JEFFEk~hN COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P.O. Box 1220 Port Townsend. WA 98368 (206) 385-9160 March 20, 1990 Gary A. Rowe, P.E., Director Robert G. Nesbitt, P.E.. County Engineer David Cunningham Vice President, Land Use Pope Resources P,O. Box 1780 Poulsbo, WA 98370 Re: Oak Bay Road Improvements Dear David: Thanks for the meeting on Tuesday, it helped in finalizing the plans for the project. My understanding, in regards to the proposed sewer, is that Jefferson County will show the proposed improvement on the project plans and include the necessary items in the construction contract, ~,ith Pope Resources reimbursing the County for the sewer improvements. After award of the contract, but before the actual construction begins, Pope Resources will provide a letter of credit with Jefferson County as beneficiary for the estimated costs of the sewer installation based on the plan quantities and the unit bid prices for the various items involved. The final cost of installing the sewer shall include, in addition to the specific sewer items (manholes, pipe, etc.), a portion of the construction inspection and supervision. The County will keep accurate records of the actual amount of materials used and time required so that we can present a fair accounting and cost of the completed sewer installation for final payment at such time as the sewer work is completed satisfactorily to the County. Pope Resources shall provide payment witp in 10 days after receiving the County,s invoice, , In regards to any required right of way to be acquired from Pope Resources, the County will prepare all necessary conveyances and documents, and record them after they have been properly executed. Pope Resources will donate the necessary right of way to the County, If this is acceptable, please indicate by signing below, If there is any Questions or concerns, please do not hesitate to contact me. Once again thanks for the cooperation and help in putting the project together in a relatively short time for two bureaucracies with plenty of other projects to occupy our time, S jcere~y, dtve-<-' ruce L ie, Project Coordinator xc:Bob Franklin. Parametrix Greg HcCarry, Pope Resources Larry Smith, Utilities Hanager Al Fure, Triad Associates CR0812. Corres. t:i,epted : dt-_~ ~~___ F~ope Re urces . Ti tl'e ~-_.:..~;::;&.~'"=-#'./ , 100t/~ Rl'('~ct('ld Papor /,,,-~. ..- - :r: L 0 - - ......,.1.. ~.L o i~'cj) -..l '-,,", -', ,-,-",._~,.,.. .~ ';.. . '_; ", ,'. " ,",' c'" , --.:...:....:.~...:,I.- (',:;~- "',-., l, :,",1 H ; I \ I "I'~" ::cl, , ~j, , ':,~ 10 ",:!!lI: h:r:.:; __ .Il.. I o o 32 X I 0 , '''I"' . , IllIll - / z <' :J:I- I-as ~~i ~g, Uo en WI' ~:J: -'I- enLL -0 ~~ ~::; LL< !!la :J:W I-:J: ZI- ~~, ww ~5\ u(/) 0- o!::' ww: :J:u 1-- !!:b Z wen u- -:J:I bf-,! z' r~" i . , o o ,(=- 0, - '.'-, o o .. r, ,~> (J JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS \ ~>?~rt1 'f;~'t5!~1 ',: .)' 1820 Jefferson Street P.O. Box 1220 Port Townsend, WA 98368 (206) 385.9160 Gary A. Rowe, P.E., Director Robert G. Nesbitt, P,E., County Engineer Mr, Bill Reiss Ludlow Maintenance Commission P;O. Box 65060 Port LUdlow, WA 98365 September 10, 1991 Dear Bill, I received your request for delineation of the pedestrian crossing West of the North Bay Condominiums yesterday, After consulting with the Traffic Planning Engineer, Scott Kilmer, and our Sign Technician, Rick Rice, it was decided that Jefferson County would install three or four standard guide posts along the outside edge of the roadway rather than extending the cross hatched paint marks, We feel that the guide posts would provide a physical barrier that vehicles would be more likely to respect, Rick has ordered the materials and the delineaters will he installed as soon as they arrive. If you have any questions please call, Sincerely, , 6fit;,w;1 s:- {u~ Tom Morello Senior Engineering Technician xc: 'CRO'gi2;:':'eo'fi~s, 100% Recycled Peper .1r 'jH~'" , ",:,~.,,~::;,:::~.::' , 'f) t.'. . ":"'J'm'-:'~;",,':' !.,,:....' ': ",'(; ,( ,) 'f '# r I 10 I o o I 32><10.' - - .. c "I: -,.~ ""4"~f7.ifif:';1q{ 'If__~f;':).''':- Z <' :J:I- I-as 0:: :E, <::I. WU' ....10 Uo en ' enW w:J: ....lI- en LL' -0 :E~ ~::; LL< !!la :J:W I-:J: ZI- -0 !z I- i WW' ~5'\ g!!l, OCT ~~I I- -, !!:b! Z: W(J)I U-' ~~! ~ 'i , mI' I - "i " ...~. 1.1 lm~~ LUDLOW MAINTENANCE COMMISSION R E C EI Vt". w..- SEP 06 1991 JEFFERSON COUNr PUBLIC WORKS DE.' Mr. Bruce Laurie, Construction Jefferson County Department of P,O, Box 1220 Port Townsend, Wa. 98365 september 5, 1991 Engineer Public Works Dear Bruce, About 200 feet west of the entrance to the North Bay Condominiums on Oak Bay Road in Port LudlOW, you and Ace Paving Company provided a crossing for pedestrians and bicyclists, In order to discourage motorists from pUlling into that crossing point on the north side - and possibly injuring someone, I suggest that you arrange to have'- at your convience - the cross hatched painted marks extended along that 50 foot apron, The next time that your travels bring you to this area, I suggest that you look for yourself at what could be a hazzard, Thanks, <'I, (\ \'1.... ,"'l;'l " ~tc.,.. Bill Reiss BR/amh o POST OFFICE BOX 050C>O POnT L\JDLOW, WASHINOTON 00305 ,.;;=-." ....J._ "( 0' ~~, ., ~'., ~} .'~S>"_ , :/U ~~- "'~-,,"Lw.U'>.~...,;. -.J , '.~:JE::l" 'IiD . " ': " ,.. '..' "'" ....,,\ "'CD' ','1':'''''''' 1:::':_",iP':</;:::""~::'--..'<: /,}"S,.'/::, :,::\!,'';''':'l:-hr~'~' > i't ,''It " ,::;; .-, ..n....... ' . . -, 1;'1- r I o o o - o .. ( ceo g,a- ( 11~J'e"5V JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS ..........J...;"_-_..;:::~.O; '\:.-:.}.,,~.()?,,: " ::;.:.. .....: }.~".-, ~~j..(, rr.? ~~-;....:.~ .~!--'<t" 1820 Jefferson Street P.O. Box 1220 Port Townsend, WA 98368 (206) 385,9160 Z <' :J:I- I-as ~ ~'~ dg en 0" en wI w:J: -'I- en LL' -0 :E~ ~::; LL< !!la :J:w I-:J: ZI- ;:0 Z 1-, wWi ~5\ Uen 0- o!:: ~W'i I-S:! !:!:b Z wen u- ~~: o I Z \ Gary A. Rowe, P.E., Director Robert G. Nesbitt, P.E., County Engineer July 26, 1991 Mr. Bill Reiss, Chairman Operations Committee, Ludlow Maintenance Commission P,O, Box 65060 Port Ludlow, WA 98365 Re: Oak Bay Road Improvement Dear Bill, I want to thank you and the LMC for the letter of appreciation and for being patient with the construction, Although I may like to take credit for the success of the project, it involved many people that not only did their job, but often needed to go the extra mile to make It happen, Those include Tom Morello of this office, Karen Bailey formerly of this office, Paul Windust, project superintendent for Ace Paving, and Diane Lenius of Parametrix, I will share the letter and the appreciation with these individuals and all of those people involved with the project. Thanks again, and I will look forward to working with the LMC at a future I date, o Sincerel~ _ ~gu~ Project Coordinator .r" I , I xc: Tom Morello Karen Bailey Ace Paving Parametrix /' I o 0 o 100'10 Fiooycled Paper , l :f.::)_. . ,- '.:1J>V>,'-.ro" ~~I_~~m:,1-i):~~~';i\~I.,:')q:~-;";,rfi.:'/~Y,1':o,'.\,)-i-';':V..l{'i;,:,.,~'-i,-::':.-..o;::.-:,:" ,': ".''',:e~':'~"' '1',~"i~;;:";~":',~:,::::,. ,,:' ;'"" ,.. '0 "',' __,i,~'-';'\cJ:; " _--i.\'i1\'1-1i,,\'~~~/':i\:~r,,>t}J;i,:';i'"":;::'<"::_"/,:'<),'':'-,,'-1',._\,:' ,'< ",' i' , .L . 1, i '", '"":,'2.~!';~~,l'nn~)~~i~I}",."yr",y, ~'-'''\''.!~ l ," , .' In.-iii ~.w : ;;;."_,'. . ' : _,: "::.'rV~ ......0;..,;.--- .....=----:'1 .... ~lIIIir ~~::A~ ~.~ 1 1~ 32xlo '.."., .. (~-'-'--: - ---~ ....... J.,~ '] Jtd.MK.~' tsi.IS. - Z < . :J:I- I-as 0:: :E. < ::I. Wu -J 0' Uo rn i ffi~\ -JI- en LL' - 0, W> ~!:: o::-J LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, w W; ~5'l Uen 0- 01-, w~l :J:u ~[3 Z wen ~ :Ei b ~! Z ~r" !o o ~ a o o .. ^ (, LUDLOW MAINTENANCE COMMISSION RECEI\t &:la. 'JUL 26 1991 JEFFERSON COUNT PUBLIC WORKS Dr. July 23, 1991 Mr. Bruce Laurie, project Manager Public Works Department Jefferson County Court House Port Townsend, Wa, 98368 Dear Bruce, On behalf of the residents of Port Ludlow, please accept our thanks and appreciation for the road improvements on Oak Bay Road between Swansonville and Osprey Ridge Roads, In our judgment, the Ace Paving Company did an outstanding jOb with a minimum of interference to traffic flow, Needless to say, the planning, improvements in safety, added driving convenience and general supervision of Ace Paving Company's work, all are a reflection of your leadership and sound decisions, Thanks from all of us, $~ Bill Reiss, Chairman Operations Committee BR/amh I o o POST OFFICE BOX 65060 PORT LUDLOW, WASHINGTON 08005 -- Z < ' :J:I- I-as ~~, Wu -'0' Uo en w: ~~1 enLL -0, :E~ ~::; u..< !!la :J:W I-:J: ZI- ;:0 Z 1-, :E !!5,1 :::>01 Uen 0- O!:: ~W; I-!::! !!:13 Z wen ~~! o ' Z \ June 24, 1991 (, '~0~ ~*Tc'fjf,': .' ~~(<( . ~~~ o o III o JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 'f ff 1 , 1820 Jefferson Street P,O, Box 1220 Port Townsend, WA 98368 (206) 385,9160 Gary A.. Rowe, P.E.,. Director Robert G, Nesbltr. P,E.. County Engineer Mr, William p, Windust, Superintendent Ace Paving Co" Ioc, P,O, Box 4100 Bremerton, W A 98312 Re: Oak Bay Road Improvement, CR0812, Guard Rail Installation Dear Paul: Jefferson County will assume responsibility for repairing utilities damaged during tbe Installation of Items 32 through 36 (Beam Guardrail and appurtenances) from Station 493+90 to 497+00 on tbe right when the location of the marked utility Is two feet or less from tbe installation point and Dot exposed, Iryou have any questions, do not hesitate to contact me, Sincerely, ~~~ Construction Engineer ',r- '0 o xc: CR0812, corres, ....... ~ (~.-;...., .... --'-~ ::: ~~,~. u I ~ " "'('''h- ,.'..-:,.., I o ",~ ':'\ .'i:i;":n,,';; , .'""", ~') 0 ~Wlllj.{ ~ ~ .4.ii.~~ 'I.' Ud~C:,-[ll!!~~ ~~ ~~.rii.,= 111_ ~~: 'rJ U;:lIiIi~""iLilfl 100% Reoycled Peper I 'qlllllllllll' a o 32X 10 - . .i.'.......... -- z < . :J:I- I-as ~ :E. w::l, -'u uO (J)~ ~~I (J)LL -0 W>- :EI- <- 0::-' LL< en::l _0 :J:W I-:J: ZI- ;:0 ZI- ww :E ::I' ::IOi Uen 0- O!:: Ww :J:U 1-- !!:b Z wen u- -:J: bI- Z 1"" o o -, o o .. ( ,JEFFE.RSClN aM..elTY DEPARTMENT OF PUBL I C WORKS FILE .... ~ C16f817- <!:o/lt2r'S J g j I ACTl ON REQUEST 'REQUE:STED BY. ~/..\ARu.~ cD!\- L~ELL.. ADCAESS. ~ I 8' I e> 2..iL ~ ~ tft- LN ALT. PH. NO.' NAT~ OF' REQl..EST, 0 IN PE~)!f BY PHONE 0 BY LETl"ER TAKEN BY, ~?x.h PERTAINING '10, OOFFICE: OENG/SURVEY ORClAD MAINT, o EQUIP. _INT, o SOLID WASTE DAn:. ~/ 68'"",/91 PHONE NO.. 1../.31- e.88'o REQlEST pgft, LOCAT ION, ROAD NAME ROAD N..-.mER M.P, PRO..IECT. PRO.IECT TITLE RROJEcT N.......ER. '\b ,,,,,- 1C-L ATTACH MAP ~ Sl<ETCH ~~~ ~ REFER '10. ~ R LA L ~l,,(C 0 A"JI/) e~.<j" ,,:I1.t, C~e~"f f-^'oG q.11c.f~1 ,. v RESPOND BY- RE:SPClNSE: - T Tt4 L ~ E: () TO A r- Pt!.OLSt..~.M. IYII.-t- ,(1Epr:/~/AJ(~ UJ/,(/ rIG' '" I/JAL.ZlrU- ~ 1/ ~ ~ /n1rr t. '0:)/(; /€' 1.1_ JI' ;5c.o"'.e- oS 14 f'Z, ~e:CA~ (M. ( p;ed~GJIf!"~, REVIEWED BY. /J!fuc,€ f 7OJ'I.-1 DATE. 4--/'1- 9/ CClN'l"ACTED REQU:STER 0 IN PCRSON 0 DY PHONe 0 DY' LeTTeR CONTAcTeD BY, RECClMoENDAT I CN. PREPARE ESTIW\TI: ~. ROUTE TO- O DIRECTClfl o ASIIIBTANT DIR, o ROAD SUPERVISOR INITIAL o o o CONSTRUcTION D-IG. _ 0 ACCXXl'lT~T PLAN<lING ENGINEeR _ 0 ADMIN, ASSIST~T 0 c &'~1 -;;.;;:' : ~-'" ,. ('--7~"~ ~~ n~ I~ ' ~~',~ ~~ ~ i i ( ; I i I Yo,,"- '" I o o I I I I I I ~~~~~!E~~ I~~ o ",!i~:t.:.;]:.;,~:;;-;,;,,,,,,- .. ~ C,;,' ,Jmetrlx, Inc. o c Celebrating Twenty Years (1969-1989) ':-/[: i:J..'.rt.O CorW'~i Way B;eT,o',on; WA ee312 ,)('S<377..QIJ'!4 2.06-383.'835 FAll: 2Or1.479~(;61 Z <l: ' :J:I- I-as a:::E <::I Wu ....JO ~o en w, w::z:; ....JI- enLL -0 w>- ::2:1- c.(- 0::....J LL<l: !!la :J:w I-:J: ZI- ;:0 ZI- ww :E::I ::10 Uen 0- O!:: UJw :J:U 1-- ~b Z WOO u- -:J: bI- Z ~ April 24, 1990 PMX: 13-1820-01 Jefferson County Department of Public Works P.O. Box 1220 Port Townsend, W A 98368 A1TN: Bruce Laurie Dear Bruce: Attached is the supplemental drainage report for the 36" culvert crossing at Sta. 469 + 40, Oak Bay Road. The calculations have been revised from the January report to include a culvert crossing located at Sta. 472 + 70, Oak Bay Road. The results indicate that the 36" culvert has a capacity to pass a flow which would be expected for a 100 year storm after the tributary area is fully developed. If you have any questions or wish to discuss this at greater length, please contact Bill Peterson, Bob Franklin or myself. Very truly yours, V' o r"fMBTRIX, INC. , ~~~ DIane Leniu~V'" Design Engineer DL:sm o ..-- "..~..-....- : ) \... 0 0 .-- -L ~.II~ ---1II!II1I1I!IIII- .D<:I ~..dl .11 lll!.1llI:1 ..:.-. - -'--' \ ! ~ fJ I ~ o o 32 X ; 0 ..1It--,,,, frIIlII:~ - - Z < . :J:I- I-as ~ :E. ~B!t uO o en w'l ffi:J: -'I- enLL ;:;:;0, :E> <!:: 0::-' LL< !!la :J:W I-:J: ZI- ;:0 ZI- ~~1 ~O\ Uen 0- O!:: Ww :J:U 1-- !!::b Z wen' u- ~~I o ' Z .r' o o o o .. ( () SUMMARY This report contains a preliminary plan for an outlet structure (oil separation) on the downstream end of the culvert crossing at Sta. 469 + 40, Oak Bay Road. The culvert has a capacity to pass a flow of about 56 c.f.s. which would be expected for a 100 year storm after the tributary area is fully developed, This figure of 56 c.f.s. reflects a revision to the calculations presented in our report of January 6th, where a 25 year storm runoff of 75 c.f.s. would be expected. The difference being that a culvert crossing was found at approximately Sta. 472 + 701, which would pick up the runoff from tributary areas designated C and D (97 acres). The resulting tributary to Sta. 469 + 40 was designated A and B (205 acres) in the January report. If the culvert at Sta. 472 + 70 were to be discontinued and diverted to Sta. 469 + 40, this latter culvert would have to be replaced to assure a capacity of 83 c.f.s. for a 100 year storm. This would be done by installing a larger culvert at a greater depth (42" CMP placed at Inv. Elev 49.0 max. = two feet below the existing invert). For the purpose of this report, a basic assumption is that the culvert at Sta. 472 + 70 will continue to cnrry runoff, with 205 acres flowing to the culvert of Sta. 469 + 40. Based on this assumption, and a further limitation that detention provided at this point is impractiC<"l1 because it would require extensive eXC<"lvation behind the culvert in an area confined by steep surroundings; any 'improvement' of the culvert would be one of the following alternatives: 1. Replace the 36" CMP with two 24" RCP's at a grade 18" below the existing. 2. Lower the existing 36" CMP at least 18" below existing grade with provision for a slope of 0.020. In each of the of the above instances, the outlet structure would be required with dimensions of 8' X 10',8' high with through 24" CMP tee orifices. Leave the 36" CMP in place, and install a 9 X 12 X 8' high structure with a bottom slot as shown on sheet 3 of the attached report. This outlet structure configuration will pass greater peak flows with less head loss than the three pipe orifices - which Is needed to assure the water doesn't back up behind the Inlet of the culvert. The remainder of the report from sheet 4 and on, Is the review of nmoff, and calculation of head loss versus carrying capacities of versions alternatives within the limitations previously discussed. 3. These C<"llculations have been based upon practical consideration of the situation. .iI.I.t: ,,:;C=-o~ --" '.............. ~. ~~. , ... ~:....; - 1lMm.~aMl c , ~llllll.MiIUi:I f) Cil ',:"':;~~S.::,:' , .~;.~~ . tMb.ma.at 'J '1 ~ I r \ 1 i ~ :1 "(' 10 I ~'ll~_f"" -- o o 32 X 10 .blliMillll~ v - Z < . :J:I- I-as ~~; dg 000, t3 ~I -'I- enLL ;:;:;0, :E>- <!:: 0::-' LL< !!la :J:W I-:J: ZI- ;:0 ZI- WW1 ~5' Uen 0- CJ!:: Ww :J:u 1-- !!:5 Z wen u- ~:J:, 0"" Z .r" o o o o .. I ~, f o 4-/.-"r h"rp"-",,,(' .,s-h<- -1'/;'9;'." ~ .. r..fi~'.:5~1 6~'7' ..;l;/&'j't1 Cf/' .~ /7b~ AJ~"~ t:!~u/ak~ '?;"" A ,t:i:) Y-' <5n,~.I p,6..d.s'Y ~- rv/f d~""',.--d (' ~,;i/CArC. .;: /.:', a:7<:7 0$' ~_;",,r.( ~",eI,./ ~,I";~". "CN_'''';~ ~.. ~c - 70,%- r c:,.?,,:~ "-"d:l ~",~,.............1 sa~ "I'~'" ?'C=) . I i 'I ! I I . A Ayd~,~ __,,~, &it:r.;.-/ .~ . 7.7.- , R",,,~ ",,~'~c,..s ~D4I 1'1 ~~ a.z-VhpT,""> ~ <#...7' IZ/7;' l7co/ d""a.j'c 10/''''# k~ * ~t: ",. ",f.dr" ;....., ~ ..."1'"..,",, ,.or", k, 7';,.,., ;s .,.;a., ,t#I;1"pa-.'I' 1'rA.s't/;' i"", . /~.~ dr.re::IMz"Y& ..,r ,~$ ')t1,..~ ..,1'U~ ~/,;r"4L$':~~/'lF'.~ ~17.~" . ( . i' , . ~/~S~-Af'c- ....."t'".;.......$- ; .,~CIr<. e...~....do/~ ~,~,. j v_6v7tkl ="~,,I' cP".fr?u,.~o.,;;,: 7_ z.," .p~ . ,~e.r J ~ 7J;,c~. ,/1'. /P'fI'< ~"'.:s_ 7;{~ ..It-N.,~_ 4~' ,-c,,,,..ed,c.t(s :...,...;r~J(j"O.-':..-,..;, ,. ...;1( dOc .c~< frd 1.e.i",..&~-'l-'''' '~~1-.;k~ ~y ~ .p,.+, .~v..,4..Ik. 4..dJ~noe__ ,".I' A,J:& tIT ,!G.. -.,1'.-1' ~~'" - , ,.. . ... . . ; 7A ,,: ' ...,; .".~:j~~~:.-l.. """""r~ I ~ eJV1'.t." ..:.d,,,.jj{.,~ .A"e/,:vJ ...b ,~61'",i/-..d{, ~:....:....__..i ..A',~t--,,, .~ ~ ._~dfeel /l'oNJ :~"'~I';( ~.d-/v<,';-r: ;.;,1%...1: , , J ;.1.' j'.Aui ' . I';' , : ' ..::4~~."r , 'nI ;' .. . ""t" i ; - "".: . ~c...u.,/~',{ ; ,~~ /;_,Ji,l JU.1t:4C .,p .~ : ,P~('... .), , _ ,~"I'r""'" ',i,-'J~'~;.-...~~';n;p~-~~v~..;';; H:('Ss-.y_..m.Z-' -:r,l:~ t.:.; ~: ::; .~".. :3.~.'~'v<<-: .~:.,...",':..;c- ;;....J. F...~'~ ;..f&:Z. fs: ':-:. . i : t, :.:..,,:: ;.: r~er~,..ea' ~ ':'jD~" ,"..:,'~:.HG...l~~ ~+,.:,!t.;,;..~;~..:~~..:;.r.[', . ',.IJ~rAM'I!:' t:.'... .. 1" . 'I'L Hl'~ .. "';'''1' ' . , ~.'/.A.' : ' . '!" . , ; . .., t ~. ...; , ,. ..:',. ;' ,.1. d..,.. .-.r,.~ I'~..- ,.,.._V."AF" ..... ,''': "-"f. - .. . ;., .,., ... ,. -:-=-';--":---'j'-:' --'-r7:-'-E~~;". ..,.n".i:--:-~,7~""i:'.HI'I''',--;,:;;;;,r':''?fd-:::'''''''~' I ,~,;P':';7-j':-" I: ...:. .: . ;" ::: i,,/,~: :;;,0..;1- ~.~. '~,' .d. 11'.".~.rJj~;li~~;.:: . : ':'j . .,' : : .. : ' ;.02, ~~), ';,;;.: :.i,.~~'J~'~r'- ~~::: .~~,t-.,i1.: :~~c' :; J.~1 ~ t . '" .. J ' ;I" "f!:ad ~"..",,'~ :d~';'~',.I' i'f ';"~~rjii7"';u;:;r";"lj:-~..-' :A..;vc.:'~'" .u~p~u:."'t?' ,;. ~ 'p',"'JU/~m",.1 ../ 18 i itl" " ., ~ A,:/J ~,,t;C 7v,.c. L.V"He C ,nIl" i tfJrf~..-.. ~ i ! 'n',., dI/,(.y';~t^~.>.t,~;:,~~. 'k~~;..~.~ ikNC~~ r,,~Jd'~ ~~// .-e.. .,-'1 · ~ I~' x t';, ;,~ .,.J",......,.._ "" "". '7;,6 'i'~......L. J.I ~. J '''~"-{; , IIINhl1o-' I"'~u .I,d MJ,,'I( A;II I7!N~"";"',. .Al1JIt1".. J~,& "" dt f N .":,, 6/ ur',,:("", iU I ,(~'" .", ,I,..,..,J'!:7 t-... 1 ~ i j' t..-- .j I 1 j 'j I l ~.:* ",,10 ~ ,,, ....;;;;.-:;;.:... _!~r ......, / (-'";"" ....-, "',O~,!,~" ",'; '\:<..,',1/" , ~..o:.o.:..."rirIllil.IlI......:.......i." ,< c " m(::"~~Mf:D~f}~L:\ . .;')"'l,J",,' ,l.t 'I' :::; \', i//,,:,',',:,,:,;':,-: , ,'1 C~'....:....' -'I_L ..:!!lil:t.l~h I - o o 32 X 10 llllllllllllllllllil""'. ...... r o - o .. ! f A~TI'KIl/AT/VE$ ('i () _,r- n, r ~ HIs ~S.4 ,'" - S'Y'() / .- ~ J~ "C,,4I,a Z <' :J:I- I-as ~ :E, wB' 08' en ' ~~1 -'I- enLL ;;:;0 ::!!> ~~ LL< !!la' :J:w I-:J: ZI- '-0 !zl- wWi ~5'1 g!!l o!:: ~w; I-!:l !!:b z, ~!!l ~~I o Z 7/t,u - z~ I i \ j o /'$$,' _. _" i AfS ,'" ,;: -:;~;:a - __L -~..w...-;o 'r ,"-, :S6.' . ~'Mf SI~ ~ .. FCJ ' L._~... ~'~~t--c: .",:. .=-;-:-:;_.::".1. · 1 '~:~elc.' ~/ ' :,(j~~ ':"F~. :':J.,.;:.:~' I;;-~'~;,~--r. ,! ;"';~_,.,I;-/ ;4&J~:'.a.& ~..&. ~ :Jr~.... i ~ ' ~ ',:1 '._~~, -.,~ "V$~ J7: e../.".r: :..,-10" _. ~+, ..-.._~-- ! : ."; '. . ~ ' ., .::. -.. . ; 1 -~ - .:';.'~.~:'.l ~ '-jC!" vSG-:~~'-~J ,,~l~'A~'{,~1:U;.~+. :1~-1: . .'. I~"~_ ' ~,~ -~ ~ 'L.=-_ -' l~....";-:;-7'-'" -. ,..=-=~, ", '''.''- ",! --;-r-- ...", .-:r ' h._ff'." _.~~' ,:--,.".-..-~ .", ,.. ...., . . '",_~.'~'::~// .....,...,,~ C:~);I, ,_"'~:,~~,:L#~~~1I!'~~ . , - ., .,... . ..-1 .. - ';' ,. :." ! :.: ; -:.. 1 : I ~ 1 . ,. " -". : I: --'--'0 ",.... __._..., _.. ...._._~ _.. ._._.__.,-"-..__,.....:.,_...:._:_..:...::...~~,:..:l~_ ::_ ,j: H~~I U.; nl.t,.~:~: i:: . . :. -.: : · . : : :: :i. ~i :., I.: I:H~ . ..,;.:. .. " ~~_; ~ ~,....~d~~+--' , -:.,.. I ,_......:..:.:....:._L,.:.=:..>~,I~~.:.:.~:., ::S:;'.:: .::':;: :. II: : . : :,:.:J :.~ : ~ :: : ,I' : :--... I:.:.::: :,..:~"I . ..: : ..213,:', :,:' , , " , . . . '. .. ' J ...... '4,' -. --....,.,..'1-,' ..' ,. .. ! . .' , .. . .: ',!." ~. :: :,:::1 "I . 'I'-'-'-";":";"~' ,.. .- ..., , . ", , . . . r I " " .... '-1-- - .J. . .., ~. q~ ~~3~~C~.: I~~~-:.'_:' f.~'~-~'-:~;._--_:. , ._..~:~:t-~~ ...~._:;._I!..'~~:;~~ j; ...~...~h r I f I . t L. r'" o' I o o .... ..... .".k , IV .. ~ ., , 32x I,IJ ~-, ~c 0 ..,..' '\" !.':/' '\" , ~ " '~~.::il..." .. .~~ -.;r1tA" \', , ~' 1 " -- ! i z < . :J:I- I-as 0:: :E; <::I, Wu -'0 Uo gJ ~\ ~I- en LL -0 W>- :i!:: 0::-' LL< !!la :J:W I-:J: ZI- ;:0 ZI- WW1 ~5j Uen 0- o!:: Ww' :J:u 1-- LLb -Z wen U- ~~. o Z ~," ~, ,t.'" o o .. ::: - . () 5"""/4 .41/ ~"o_/ ~ ~! ...,1 ,! i I ! j ) ~ I .'~;.' p' '0 ~ ~ :~ If-~ . . . . .I ~:t'.;IMS~ '1 ~t', -'MI ':'1_s;' "c,1IJ/t1 ..... 'PI.('c ..M~"^,,, ~/~__-f'~~_ , , j .. .- L~: -~: ::) ,Jl.. . 'L! "'~~":$ -~+'_-~....~,C" .. ~,~ u,..t , " S'.. IZ ~I.C r' o o ('=-; '.' , .. .!'...~. :..--.-."- ~ . +... .-.. - ___...l._~ J ,-;](.,. ! .~,.(, _. , ~II', ,J&. "e,tfl' ; .,; , , ! , , , ., ' \., . .-." -. "" ".'" 0" . ;: . . l . " j . : 1 . ~ . __0 ..:..~~-.:...:._-'!-._,~,. " ' - . -. "'<:!!?-'/ ~...~ - ,:%/. ::': ' i -- .: I .-- . IL' ' -f'(: -;fJ fi'Z n' .. ...L.,,_. '-; ~, , .;;:s,$~ ~ . . -r i-; j.r./'.- ' L:':-~":'-.L":.~-l".";i," "---"&tJ~~~~~~.:,: ': .. ' !'--.,D , : ;';'CIZ' ,.,,~-.;-:' " .. . I - ': -- _11.4, .. .. .. ---- -.. '-,e ----..:;-.lfe It, - J "'., . -r-':-:-:-. _, i.J):' ,5"tilZ ":'~'~;~Ii; ! :-'; :: .,: ~ '..,n~..::-::.;,-! 1-::4- ! ~ 'I"'S./tm, 'oF "f-~~ . __'''S''~ 'I-:.a . , r # --.,.,. J7."" t!: "'lei 8".../~~ :~ ,- I. r"~..,.~-/lt:I-.s,..J, 1-1' ......f"~v.::..---r!~"--i.::e ' ...--- ~~#'f// 1-'# A"".h'~ ; _"-11., 12. -:~~~ i-loll,: . '. . " .,/J~--". ' , I 1"../ ~f'...IIOII~,':":"'I: 04 '.. I " ~ ,,, .ylll%.o ", '1 i . I .. ...,!.. .:: .. 0(.'" " I ...-l- I ':':"-.-1':.'~:'- ,.+'~ IZ, 01-_:,:,'1""." .;I- r11-1I~" ~/;r"d eJ" ' / ,16>...1' A)iJll ~ ~, q-''''':J.I ~'*' _ $' b':J - I" tIJ ...3 k;::Y.-/' ~~ [ 0;0 ,........ ,." , J/"':"t~'fG;P?,,', ~ : ,-',~V \1~':~:?;~<~:_ :'__,',:';".';':;': "i oj.' . ;' >. ,:",-'-'; ", Il..il~ f" - l , 1 I ) 10 I o o 32 X 10, .. 'T - o - o .. tJvivpz7" Cfi/W::/rr 4~,?j.) J&"rr&,25(Y<J cov/oJ-rY (~\ i \ ~~ \ , 7"7" I ~ o,'1~'" 0,00 ~.( ~ (},75 ..' 0,"''' ~, c;# ", - 8.5. 2- 85-7 Z ~~ I-z w ~ :E\ ~B' uO en 0, ~~\ -'I- enLL ;;:;0; :E~ ~::; LL< en::l _0 ~~ ~I- 1-0 Z 1-, ww :E ::II ::Ie'! Uen 0- 01- w;;:; :J:u 1-- !!:13 ,.Z wen u- [3 ~i z ~/B ~ .e ~.e64o~)~) ~ ,j,Z5t1 ~ (), o~ ~'~ \ i ~ i '" bH" ...-." )1""_'; /,;,=',-7 - .:0/ r '" ,,&f. I' .'. .S'. "'''') ~/vt'- ~ Ru,,41f4':/I.-1! f ,eN as" (j!s:~i' (dJ)" ,'?tJ z'~ ~/r I-~~ 1'5" ; (3.V)' (I.,2&) (/.(+,1) (M7f) (I."') , " ~",. "S'?' \ ' /.92 ' , , _,p' ,-,$-1), .:L1;,"7XM,/SX,I.733) o.'lJJr) "., ' " ,....J.:.--, /I)OJ" (3.'1" ': (I,v"t)o.',m (11/") (Z....) '. .'\ : : j ;ifI,O 2, J/' , e,c~ . ~ .. _ "- ",,bm _~ .... h ,-I' II .,(',&7: ~/....I....I ....;,'. \ '" <-< ;,; \ ::;--:1 , -.t,. " ;'" ZtIJ _ ~....... 1'0- ,;1.f. f" .-r. P ~ ,&..; J< i~'''' ;"'1-- -r "N (f',oj, &/.-,,_/2,")' " ' ", ",i-' . ,,,; .' ., \ ' .F'" - ...... ,;, ~~ ell! a., d"""'-' ACs..J' k(",..;;;;.)-" K,...r-...,;J~~Elr_ .,' _ =,;;:"'TG;~-- E_ .....r;;. 1;1 ~,.",.~~';.:""'-:;;' ~ ; 11'" <I--'/Z ,.&"" ; _) "",,.,.,...1;; ,"""" ;.-1' 1< ~ 7r -";,, ?hJ"bj. ",' , ' ' ;.A ; 4 ......,,1 ..,..{k" ' ' " '. i ,::~:r'," ::' ' ;-1,""--' ' ", " ~ . ,\~' ' " , ' "," -~j.0!,~,~~,;; '" : _' _.: ,J..,: ,. . \... ',' ,.\", " I::',' :" ,. ::,Ie.' 'r :\i~,ii~~;:\-:,; , \ ' ", _ " ,," d"\ d ' .. I " ' ." ""_,,,",-tf-lo ,1,. '".; ,"__v-"-:fPb~th+:l\0i:1 \iihT)L , _' .' .., . ,,,' \ .. .' .. ,.." ,..""",-,,;-tr , \: .... > \ ': .~ : :. ." ;.~:. ':':ftt:;:n,t\:~. .---:-F---::~ ..~ : .", \; :.', ;", '; ", \ . . . ," - . ' . \ _~' ,____,_ ...~.~_~_-.4..,' : ' . \ . . \ .r" r I o o , , . I , \'. I . ..J.... ..I .,:~..... L.:,.;..... , "il ' ,~~ ~~~~.,." "l .,___,_ ._::::: '~H~~e_.,.~ ~- C'--"~ --'.,' ....... .; ~/ 11 L~..'.":~':. ' I _....-.." , :; =~~ :::.,.:. ,~'~ ~' . ' _JI!t II I 0 o '.'..,...>32>< I D. lIIl11iatMJJl1.Jt1l1l1llBi . .,',',', ,.', III rfIIIiI ,- o - o .. r.. f I I ISror~ ~/~ R~bI () .:' .j'~ en" R./. h,. .:!!-IY' ~ ffJ I1vr .I&/. /,.P, 4ntL .~d_ ((7"." .L ~.....:.. /'. .3 ~ <;J. <Jr )V;~5 7rt11le'- If ~ SrP<eHr e~~ . z :2~ I-as a: :E, ~a' 08 en wI' In:J: -'I- ~ t5 \ ~ :E~ ~::; LL< !!la ~ ~ r-=-'-""--'-'" Z I- ., ~~, i :E!!5i , ::loll Uen 0- T'" 01- ,.. w;:;:;' I t ~~. I _,--' ". .~~'!d"$ ~, '~l! _~,-L,. _, , ~t+:. .::".],::::.:.:;: I "",' - !."z , ~-".z.;.jZ~<~: --l' tl!!l I ' 1 .. . d.... :""..." ';:: i' .~:.."..: ::-;.: . ~ ~i Iii ,"~-~'- ~:'~"'~ I~ ~",~-~~~ ~~ ;;r~~fl-:r' .~-~~~~';: '~--"': ~r":~,~~~ ~~:e;-~" ; . . : j. 4 "..'IIe ... . .;, -.1'''' , r .,' :.. : _- : j ::: . .~)' _ 1 1-'''---~~''-~:'_JTh: ,.,-......,"'!.::~_~~~II.: .s:~'_" ~/.F .0L_:~,~.~.._:_:.',_:.~:U..2~~_~,~. ': ,.':.:.:,-1'" ..:-~ ':.:~~;"~~~~":"I':.:1'('f(~l',:"':,' i ,:.!~..,,~~,:_:::.'.. , , . ; ....; 'I . . . .. '" . .N .. -'r ...!, d', ,,"':fl. F ,.. l , ; ...1 .. .:, -... . .... I ' , . ,.. . ~..I ' ..'. ..'. ...;.,... ... <,';::'7"0: : :..1- :'1 : : : :..: :,: 'I: ,:.~ ~ .~ Ti ': 'f~~'::. ~ : j . ;.:.; ~ : ~'l : .t~:~~--~ .:=-1 : , ::: :~, .; ~~-::~if:- , 0 p':;:l ; : :: ;-j ;;; :: ; : -;-- ': ~j~1 ~~: ~~+- ::~.rp:~~;~i ;1-- -=~ :-. r. · ~----J. p;---; - - . · · : -~: L:s] -]-~~::;;I' : -iLi-}lli.~[j o i ;. ; ;, , I, ... ..:.. t uL I i"~~-+-'-~~-i~c;; .;.L--- iiiiLLU- ~ (R - -~-'" -'--'--r- Z.2U'SO" c"; , . 01.. . I:..,f'~ ~~''i :.: d';..-- ~... 7,.) .., ~ ' ,,20 .;~ " ' .w __ . 'T_";i.~d..s' !. ~. ~ 'f'.!J 4".1 ~'I~ eI, ; ._&;F-- Za'l . 'N' -nO ' 7""~a'" "., '", :.'~.1d""'7'l"'~ 7/fI'trHc-, .8"-(1'" ~ e /to .. .1&,(:10" ~ .-,,' J/f" . ". rJ~.d . .' -. - .- . -. ..- .'...' . - . .: -'" -. . . ,.'.- '--_..-'--'-~.---_._--+- -.-...--t1.;.-"-- ,---. ;, " .:S"..Jdlor. .,;~ ' : i;;;h' : CSi, ,f.~ : ,. , : . ; , ':''';'';'-~J')' . , 1'." -II'J'Q' , ,-,J-s t;, .. -.p. ~ <.1 ..." 84.~'" .., .~" ' 2/ .n:~ .33 i .-f-- . ~ 1 '------; ," :-~-~-~:~T' 1.& 1''1 ., : :,.:i , ; -;-'; i _~ ~.c.I~,~f:, !2 /I ~. 'j --- .- '.--. oS'" /(---;-_.... -4.2__ '~,.. I ~ '-'.........- ~ J~U< ........~.....:.,,;~....~' .'.~ .... (~ ":7':m\\\,;';'<'," ,.",., ...,;"~". I 0 '~ '~",,~~l;1;11;;'::~Lt~S:;~' :1 . (! 'L:~~: _1" . I - o o ,~~ 2i~IEJ - Z <' :J:I- I-as 0:: :E, ~a' -'0 Uo en w'\ ffi:J: -' 1-' enLL -0 W> ~!:: 0::-' LL< !!l~ :J:W I-:J: ZI- ;:0 Z 1-, wWi ~51 Uen 0- Cl 1-' w~1 :J:U ~[3 Z wen U- -:J: l3'"' Z t~ f, --~:.*, {-:.~.-'v : I, . ,..~ -, . --"7 ;r" o o I ~- ~. j . ~ i c-;- ~::~ 17"" o o .. &~r c..5~ qjf' -0 /a'.re ~ ~ (\ J./o_YCJ f f I I .%4 a7 I 40 \ J Go .s~"" !>urt....'T10N (~12....J D ~o ~ 4 J2- J~ ... ,., - --tl!' ~ () .~. ..- ..-~--,-~'_' ~z..1' :(':1 Ztl")" , __L. , -,,#4 -41c '''$.1'" - ;I~ ~ f , I , I _.J_~_...;'.__...,";' .._+~....~_J4.i 2" :~;~: 4.t , ~ ~: ~~-. ~: T -.-" -,.- ...~ - .. "---T .- . - r.-:. :~~~,~;.: ~1': ',~"'rl:T' -', I ... f. .. . I ~ , . I. !' , "J': .;;. . . I ' - :...:~..,:.:..~ ,'~F:~'-':':'r. ::~=l.': : 1.-;...,-- i' .;,',. -:....~.. . 'I (J .."" ............. - ....~.....~ ~_........-- ~ -....:.....-.. I I :'6/ c . ~.... .0~\~~) ; .:"r,;:','i/t~~~i~r~t!""; , '.'-ii~;\~ii.~:\ti;~~i~~~t ",-,',"-",; 'i"\.,'i I 10 - - I o o 32 x 10' ~ o .- o .. c - , _#~d ~&1SS :.. I ~ ~ve"r T.irrv PI" ,s&..PA.eA n;.e I Z :2~ I-as O:::E ~ =:>" (' ...Jgl'! ~ o. ~i ~ ~\ Ii ~~.t. ~O>-i ~ :E ' ~5 LL< !!la ::I: w - --<...-- ..,,~- I-:J: ZI- ~~, ww ~5\ Uen 0- o!:: WW\ ~!::! !!:b Z ~~ ~~ o Z nl j.,~" 61.2 -f ~ 'HuJ _~ g.Z ~ "eM"" . ~..re:J ~ __ ($ .5'0.~. . ,.4"____ .,. /.&/r. '-AR~ ..s'f d:D2f " :.. , .. t:/.9.! (7.en;r;.,S f1/.r.r.:/'.'/~ 'ds d.ns , . . 1 . :, _ , 72.Z ; ,. _ .__,.__..+_. .,_..._.. .sit--.. . ':-:li1'i , ~ ::- . i ;!, ==- ''''-P..?--.fz'l . .. ~'~-="r:. 4. e .s-t:~' !t::1.1'2.;(?C71t';US) : ..:>~. ;:J.IS'S- . ..:5'1:. ,.1:) .a2- f . . ~... $"&1 S.:. /,~.~..; _.. SofI. ~ ' .'~,;::;..: : j,:: "... :.~; ~=':;.\.& ,l:i~;!'(J /.iR,) ,-7,4 "'1(-.4. ~'~~.: L., (j~ at: , . ... ,. ,I, t. ' .~/ ..:...!~~..~_CS"u~~4'~ ~':':-':'~~i , ir-r Z - s:~z.. ~', z-' ..',' _:.::.T~~_:~I:,~" . "!-' . 4/~ '.iI . ,.. , ..;;1'" .... !I ; ;::~ ~ ". ~:.' :~~'- US I ' ,::.,:-...:-:1 ::1 r.r - ____'" \ ' : j....,.. r: ..~.En-;n~...J:A"'1,;;Hc~~::,.,-.i.... ~~" ;i~IEmil~': : . , I I , !' " ~~ ) -t:"'~ ?~) . .J. ,./. ~A''1-v 'I ..,.. ..f".... ,.. , ,-.".,.,.-.,.,.-...,.-.. ...........-L.Z~ :-JI ..... ......,~ .~I.'~ .....!.:,4.. '~"1.. '.' I,' ,. 1 . : ::; ;, :,',:",.::,:i,:v, . : ., . . "', : ::. :::::,::-:-.t.. ". . : : ..1~ ., "1" ':~:;,I-;",:t,;:= ,F,',;,'::t,:..-~,:.t: o ,~"'r:":l.,~.~:-:..~.il:~i'~$''''~''I' ",~ .. '---:-':'''r'-:--'':~-;::''';+''.~ ": ~-."r ...p: ;.:': : j' :: . .:: ~j.i . : :. i : i ~~ . ';,r",: : ,.;: ~h)~l:. : ~~J. : t~~~::1 . ';',';"'" ,,;.:;: Al ,-+ ,..','.. ; . , i . . ' t . .., .:, : : 'I ::,: . , :~_~L:~_.i :! . . . j .' · "~'Cl'" . '--r---- ;I-~-"~ r~~ . . , i , . , , ' ..,. 'I'" 1, , . . . I ' i r .::::,: :r" .: , ,...: ,}_:.~.. :~.:.~,:-!,: .:: ' i , .... . ,~:: ...~.;~:.~l:..~~,..~._.:..~,:,~.. , I' i ..I~..Nt..l_ = t;1:., ~/;'/:2..-(?~.,i().I'Zsi. ~p . ~ .r" o I }: I 7 q"~~: ~ . . :~ :;:::::: :::::_;.=-,~ ..~ .~;'f~j2~1;;~0'}lIT:\:':J~~1 t~::!J;! 1 . _~~-~==~ iI~~ l!fi= - I o o , -.., 32 xlD ~v_~" . . .L~' "'"=:::J .. - Z <' :J:I- I-as ~ :E1 w:::l, -'u uO o en wI' ffi:J: -'I- en LL ;:;;0: :E~ ~::i LL< !!la :J:w I-:J: ZI- ;:0 Z 1-, WWI ~5'1 Uen 0- o!:: Ww :J:u 1-- !:!:b Z woo u- ~:J: 0"" Z I ! r' j I I f ,. I I r r' r .,r...' , ~. ., ..~ ,'- --. , ;:~,: ,:[, ',~.L~"j,' ",,~j . :.:--4": .:'~' -:,.t '0 o 1 1.., ,L_,....,....... 1 I ~ .~ .0 ., '~~~, ,": '~l'I<,r::"',I, ".. "W," '" ,.,,, II G) \.. J, ," '>, " 0 ~ ~ I~JI l':~4i\ :j',j , I , . " ~ 1': I; .. .. ..=~.::~~.....::- ~~:::::~__'l~.:=;:::::::::::::.:.::~ -- o o .. R,,,,,,,i? ,f Rec/~~ c P' t:1'?/T'cc s ~ -I/O ..5() ..pi? i -~l-:-'--"" 1 ".-- . .,;.~. f~rlf.-i i,-: ~_.~!. .. ' , ;~:t:L7.': : ~'.'1-.~"-~. ;.1 :~ . ~S!tJ It) ... i .. ~ ;.,:,:,;1; ':'~ ~';T~r . , , , ... ] ! i ,1),5' '/' .. ,.... ..", 'r' .. .....,', . ; ':,: ,'>' ,.." ,/~ I ", -.2 1 . d : :;::'; i .;-: .~. . '; _#~ ..,(,~S . 6: rL~ l ,'..' , , . ' i..'. Jr. ' I'" _... ..,-,..-... l' . .. .-, , AI::-. I , ' J '...., ...... '''''. , .0.....- ~ '""""" :~ , ., .Iii ~~:~,~:~L . , J~::'~~;l~~~i~ I I J I a o "'-m '. I .1 II "~~~1><9J V" o - o .. ( Rc::~r oR. (J4) ... 3,7.F ndz/i;" ",e/~I'C , z < . :J:I- I-as ~~1 wu' ""0' Uo en WI ~~! en LL ~O\ :E~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 Zl- WW1 ~5'\ Uen 0- o!:: ww, :J:u ~ [3. z ~!!l -:J:, 13 f-,! Z \ , c? ~ ~ t!' t:4' 7&4 ,e/:/.?S, n: ~ ~ .. S?f"717; . .: ....&1 lJ1,a 'h=- of t1. ~SlJ'/1i :d = /.S" n& '~ t(: .5"~I"7h ~ (), I 1&,/ . /;,,3 ./}.Z .22. 'i' 2S. <; . ",$'" . . _J'~.I . '-1 ~.? . ".7 t'2.,7.- '_'-'~~~' ~,+,_., .__ ,+'~ Y 1.':CT1:':;'-I~U: G=.~F /,5' " po- ;;tJ,/; "'~.J :77'./ ~7.1 ,,~~.i '. ::~(),~ ,. .. ... .I~FC ~1fi.': '12.(; ';r'... -" , --.... ....! , , .. :":-r:-::-:~-'::T:"':-=- 1.. ; i -,..t..----.:..- :. . ..~~,~,z(E1:f .~~ ,.i ,J..' ..~~~c.:.... .: J~~~"1~~+~ V. , .. I'dt, ,...- .. ""T-..l.'t..,7.r..z... .. ...., ...:j,-~,.... "'--1" .. . ... i . t:J..5'" i!,.7' :: . ..; : 1 --: ~ ~zt". i' j. .. --: ::"r-~~=-~-;"-:-l :..:-: ~ : . 1. 1/J.7' 'H.~' ,..,;.." zg.r .i ... ..:, '...J -... : ' .';W~{-;J"J.W. Ef!d::FmiJ~..~ .:....~Ul2Ii;~irf~fg~2~Jd, .. .~..~:-~.~H...~~:.~,~. ~.: :.:.': ~ ';-~~~-:-' : . .t~-:._~ :..~-:-~:~~ ;~~';'.:' ..:'~ ~=:~~. ":.:";-~,'~:~': ..~.- . ... . , . I ' . . , . " '.." ,., ... ,..~-,. . " ,. .. ...'i '"7~"T7'~~""""""';"- 0- , .:..... "f" , : : : : : : , !: ::::: 1 : : : : : : ;' , :';':': : :':: : .:,:-'; .~: n~:(f,f ('~ : : >) : ~ ~ : :'i-J -: i I . ".... . , " .. ..,.', ,.. . . , I : I ' : : :,', :, ' " .: :: " : ' : . : ~l. I. i,::::..t-::.,:. I, ,:j,::::'::l:::':: j, :::~; .,..... .-............ .. -,. ......~-'. --"---...... ....,......'...-.,..,... .1-'-.-'7---.--'1-........,... '. ! . . . . ...: ..... . !. " " ~".- .'~ _. .... ~'-'~,~~,..', I I '" . o o r i i 9' LJ ~' .. ,~t$>> . -",- 't ., \ '(~~,. "..'1 ' r f ,.... f;'I:-'.n;(!F.;.:~"'.?'.c/.-;'!w..." .,:;:~:7,::;::ff::,:~,)~~~:i:,' ,;, ' "J.--O/ "~ ' j'~ 10 ~:.dI _.b..-d._........~I.;,:. I a o "32xlo o , :.-- o .. ,t:J"eff7C~.1 ( C'/~ c ",~A ~ t:P.. l'iC,pr'&,( t1 = n (}'~r dZ, If/A' : c;J /Ii:' 3.1,,.,eI tff ( Z < ' :J:I- I-as ~~; Wu ""'0' Uo rn w: ~~ enLL -0 ~~ ~::; LL< ~a :J:w I-:J: ZI- ;:0 zl- WWj ~5'1 Uen 0- o!:: w UJ: :J:u 1-- !!:13 Z wen u- ~~! o Z .d h /S' / /'5" Z t.e,O ,I oI? ~:3 .d~z.,' ~. ,() - ~./ n-7'1.0{ ef.~ no! /.~. .~<f ..;: $-,,sr. (; ~.,.... . , , , ~c" 0 ) I?';;# t:), S"$'". ( 8.S- . 7 It), 'I - ~ /~ () r ". /Si / , !'t' . . 1.$.' . Ii',$" S .-':-" --:-"-;-:---~.I :-:-:-;-:---:.2'I,;sf:" r ~-.: :-;:-; ~j.'l.r: j : , 'I. '/I.,'_~ . .~ 1.1" If'. Z- . l' l I~, 'I. .v _.._____..' _______j..:.._____.... . ~ . ;. ';- I.-i--.; ,;.... i' ': ;. . ' +,~ ~ ~~/tt'"& : . F~~' ,iI:H~4:r;s:' iT": ; ..,' l ."': t'. .:...; Y" I I . i- .-~:::~f~y?"jWl~lt ,. ... I ' :: ",,";"'f'il" r :-~--:~: j -.. - :" -": - : .. -, ~'~ ~ ,: .' ~: : ..~:- 7f.i~:-~~~"' i ~;;.'" '.': I: : '~'I~.J::t-~;-' ';-~ t .. - , . . ,.., r ..,. , . .--- .. ..~,-' ,.. f "'", .. ,'''' -t'r-- -, I .....~; ,._t. '=,.. .. ;;~__~~_l_L....., ......~ I.-..-~..r.t-t.t . --..!.. i: ..,,'......,.. ..Tlif.l!::i7~:?:I'4=..h.:..-il,-.~.l-.-r..T~ I, ,..,... ,.,....... '~. )t"..._L.,_.....-...y.r:J;e-'.l~s/'. -..1....__. t-'~~-:-~..,+~-:'-...:.~~-:+:-:': - :':-:;-, ,~ ~~-~-~.~~~~~:~~.~~~-;~;j J: .~ J ~~i-i~;:: .>: . , : : : : , ! - : : , : . .' . ", .::. - ::1: .". :'q: ~ i ; .. ..' t, . .,.(l~ ~ "'1' '~;,": :, -.-~; .:' 1 : :::: 1: . ,. .':' : . . :4'~.,i.op:1: :':. :'~ -. ;'~.e'4~iz. ',' ~ ;...,., ':'-, : ~~.~ .i ! .- -,' .. 4.1 '"j"'."': ',' ;'J;'" .,., :,,-1 I ..-..'.'...+.-...' . .-.-." . ':S,;o' --:-~~~..:..~, ;:i l' ..,J, ;{,I.. :.....:.~~:.1. , . .d.S ..yY-$' ,~~' "'1" i : ' ,a,~ WI. or , .' ,. JI : , .0., .I$~.c, ,oW.~ . , ~ ! t i '/' . t;l,~; oI{~., , ,..II.J i L, 1.: ' , . .J~ ' , , '~~~,:_::,~._" ~,~.-I: ~I . :t.O , . .-- _.._.._._..'--'~ ~--------'~ r--- . ::.z.<) ::.~' 'f..Z I , I RM:T"'II/tS~ o o /IJ (''"''. 0......- .. c ..eJ-.). 1'1;" . '. I 10 I a o 32>< 1.0 "II v () , t- o .. ,&'1"" E ( / L tfS~ Zp{ .sy. $'0..5 ,4 I 1,It) 7 .d~'{ /.'I? 0,' ~ C.AI"",4c/ ~/$.S' Ae 2/') n :3~ (),tJRi' C"'/~ , ,J',r .>-'" d.OL'I Q,~/5 Jf,'jlJ87 , ,- ,\ ,. /. I' , _____: '. Il. ~J.:J / ,.. vi 1.7t ()." (I,l7 (J,'t- Z < . :J:I- I-as ~ :E, wB: dg tJl ' ffi~l ...JI- (/)L:..' -0, ~~' ~::; LL< !aa :J:w t-:J: ZI- ~~, ww' :E ::1,1 a ~'~ 0- o!:: Ww :J:u 1-- !.!:5 Z wen u- -:J: 51-< Z ...Zf '..;j,(),J1J.7t 0$0 2.11 : /.~ ~IJ, 'If ;, d,~ d.ZZ. 3.'f7~ 21" '2.1~- : J!). d~'( p,17/1""" ft, . ."u _.~.., __ ... ,,0.3 3' ~,f!, ~c31, 's!9" I./~- $.N/~ /.FS- : 4" :1J , c').~i . ().(JI'Y' J 1 \..,.:,' .~'_. . . .. ..." _._..l..__.__......_.. _..._.. _:__ 1 _ ~ . .1, .:.., ! , " T~.-----~ ; " ! l- I ! , .I '.J;... S~ ~ ci~ ~r..s .s~~ , .J'l ; l._l....i......_:...._. ~ t.;-~.;.~.~..: ':' ~'-:-r:--:.::--;' ,.. t _.~ ';' r~- '~" , J I ." . I , . . ~ :.; :.... .. I . ~--;-j4-_E:;X1)}~:~ :~L, ' : . ; . i :;: -I. . 1 -:[: _ · --<1 n~m; . .. . I . :.J ' . . r .. T~' ...-. .. T' ~, - , ,.- .j , . . .,.\., I . , " . !,; - . ... ,. i' .. i ~- .. ~-:~-:-:-, 1---:'-"'-:-:-: :-:.-:--:'7:"",..!, T:'"=-r~':-:-~ I -:-:-:..:- ~':'-~r::-:-~'1 :.-:~:: .. ..,.....,' .,. ,.,.1"..,.,.. ...t.,......,...j"-'...'.i' .,... .,.',.,... .1.......... , :::: : : L : I ~: : , ! . :: : I ; .?J::' : ! i . ;. ~: .. I I' . . , :. I :-n---T - -- --r-- cc: - I r o o ..... -..-. T ,-..,-,-_." i I , , , ! I ,...,..1 ! i ! ''':-1':':'' :.~ ~...- .. '..,. ':':-"r---'-::~ :: , . ; . . : I: r:: . ., .. . , 'f." ' I . -p' ..-~,.. . ...._....-t.,-~..:...._,~- -,~..:.. ~~~-~...:..,::~~.~"..-~.; II ~':..:""~ ",?;'~f)~;;::;)""', -0. ;,' ,,.. C-';'" h'l\1,"i,~'!','~~"I:'~'~;,J,_:. ','"'<i<-~_--":' "\"_'-,' \1.'-" _ "._.' .:,._:(,\.?I\~:.".,}~.<.:v;.:.':.. ,,'HI;".',._,,-,: .., ~l.liiJ:c ," ;,~ :,/,~--;~,i"i~'.~"~li...:.:\~..~;.','_.:,,,"",,:...' """" c....~ _.......,~ ' ......4::. ~.,: '~'~~ ;- :" ",:.;:; [,. .- ~ , 10 :': , :~ .' ,lh.. Ji~~ - ~- I ~ () o 32 xiII lIiIi. ~... ,..... .... v- ............ z <{ , J:I- ...as ~~. Wu -'0' Uo ~~i ~ 1-1 (J)LL -0, ~~. ~::; LL< !!?a :J:W I-:J: ZI- ;:0 ZI- ww :E ::J! ::10' Uen 0- C!:: Ww :J:U ~[3 Z wen U- -:J: 13..... Z ,r o o -, -- o o .. cf~~~9Z:~--~= ....-...-- ( ,.0".... p.!l!llill~"l:EN) p.seg..-taV,.,.l' &L.~~.;'~ .._..~~:::..:.~~...~~~...... ~...w.. ( t4t1.2sll"'-'/- ;/'1 It:: ';--d:"n-O" i;l";~ ~~~J..~I'o.!:.."'____=d.._ NEollt2- ,e.J/.'Ii'1 c>. i<1.Y'<I ,eO'.)')" 410/- t'tP.<I..... .,...-1/ ''1.' _ ~ _~ l.6';'J;'1 I~"C IA:~a ,''v, "~"I"'" tJ () _ _~ oS: ~l~ ""IS' /J.tl A. V- 6.18 '(.IJI 79~ 7ft/X' /.tJI _ _~ _ ~ ~ -a. ~? 1/,,,,. 1,7~ 15$ ~ Iny. /1 1$.t.',I'I _ _~ 7 c.l'tl .o{c> z~1 "3.,{~ 'Ur ...."M nJ"7t '1.f5 · f g.~ 1,'11 V.r./~ /7,i1 1",/S~. 1/H n tfl ?'1.N _ ~ i.;~._2~l!._ l,1? /~~2 '115.5''; 1UI'#fJ 1'H1i.~ U(J ~f.~, _ 7 L_37~1 1,'iO 9i.i.r II,U7 II/.tr ~ l1fl J~ 72.1:. Ys __ 8 17S' ro/,,71 VI/.f? ',117 va.5Y oh.9/J I' 1.v&lb a, ~~S' {<.<! · 1"1 1Jt 7,9': 7.2" 1'9_115 'd.Y J'", 77. t9? q.?/' '0 '" ~9.'i'':: ~f."'t 'J'l' f.d5 11.1$ IJN1....<< zZl t'L'.i< _~l~_Kn ~ ~ 7# ~ ~~~~~ ~ 12 f7$ ,,"-t. ~.~" -f".l.oI &,t" 11.r& '->'f91J' Jdtlf7 ri.rf~ l3 ,tJ '/J.JI' ~,OS I/..Jl 'M '~.7(' 1Z I~, ~~" s.J.f _~.II'~ 'i'~'tt'. ~"~f ~.t.e /,0 ~&,1 II~it~.J.'JL__~;;J5:. ,. At'" I7-Sf 'n.7 <I,fl 5.7P '1.6 IHt.~1 ''Iiz'" I>,,<:'"f ,. I'" Ir ~,sz. v.ill V. 'J,[ ,~ '2 1,,{91 1I11J.Jf1 "'" i?7."'~ -( 17 II 1s:/J 7(j.51 I(.Z.s I; 0/" Iltl.1.Il" 11m 1111 1"'- I?c.O!l ,. /lZ7 I,," 19,"5 1':JI/ ,~5 1/4.11 l7/fl nf 16/ ~{O~ I. lIT'> 'f.Jl. 19,() ~"r Ir./I I,E_7.1 ~ 1&151 WI 1.t;S 7f.2f .0 II ~r Nn If (l 1....89 !r.(j2 11.11 165 IIsf! "t. SII :',~;! __ · I IL _ IJ, 1'" n..flj_ ~,..JJ: y!" 17. II /t1)6 1(#1( I/f1 I SI;' >? 71 _ .:! /Z '" 1_ '1,9..'f.. _ ~.1..2f.- 11..&( t/.'J' _ /t.tt.. ItdtJ 1f~..J1.J. P1.~ .J.S(J .. /J 'I. -If ~,/{ $J:>.- (/ ~ It,,!),t' 2.f111 ~r/ 9"7 ~~_7: _ ~ (1 r- ~tJI It;,?~ :?..f.o I+'.~l IS.tf ZS.h'" (If' 1<1' ~ .. Iv 11/.88 II.' ~ ~ -II 1".0{6 Ir,tf I ZlS'zt ill, 111 109 .. 1'/.,'-" '1...7> ~7' '.3Z 1t/.1.9 tf~1 "()~ ma 11 7f1 ~S. _ 27 If.:.. 1/.'tfJ "1:1.') _s.2J" ' '1.10 ~rr',U! 15l'Nt1 '-11 n1 ~~; .. It I~,i. "Cd.. _ UJ 'I.CY af1l :l.lIJtJ JilIfl 711 8zf I[:"IJ. .. p!fl I"', o{~ Ill,S.." _ lJ.l f-- )-:E.~ IUt. S~u.. ..22i~, ...JMlnl 17, :! .o,~ '1: ,; I/',~~ </., :1,71 U.I.J ,eM 'Z7:t f15 ()(,1 1~.3; _ .. /1._ _ 2.. , 1_ ~rdt _ '1...7.11_ ~.s'i !1,'&. .1.1fld ,""." '11"l 1 701 ~.O~ ''ZiJ___z..tJ:t..I_I../,7I._;7.7P_I_J~f-1_1f..701 1 tltZ~ 'J1.f71 /!_Z .. 2L_ _f.,,'~:- 11.11. ___ ?,M. __ l. 016 ~I Z8 I ~~.!lJ,d 579_ _ ,fU I .. lZ:_._ !~!_,1,Z.'l._~.fl _ '?,JL_IM1_f-1JJn~~_7" ~O _ ~ 11 1.';7 JI'i.~r 1.1.o/l 7. /'f ,..vl 1711I ,~, /17 luv~ .. ''1__ _ 7!.'I" . ~/.'1_ b.t~, _ ~.!.S.9 7.9& .JJi'A' ID~~ "27 t!,;o~ _ 37 ZL_ I.ff. _.f.1.~ __()..M I,IJJ ,7i6 /6'f 'ib7 t3t_ 'D 2~._ __ /;,$5 ._ ~,7!. _ _M1_ ...!J~,.J.ill..1nl_ (J,1f. .. 27_ I.O~ _ tl.t.li_ ____,~ J,I1~ __O,-.1MJ.u,) (J.tJd .0 - , i J I J )\ ~;t. ,~ ff . ~~ , I J ! :1 1 :~ ! "l , !{ ,> ~ ,~ , 1 - ~ I ! . ~ 2 ~ ~ . ~ ! ~ . . . -. ~ . . . . -. . . I 0 0 _ _(~~: ~~ ~.. I r::, : ~ji ~;'(; ~j;/!'i: , I I , I I.:_.,Z:-:-k..... .33 X I ~ iI " ......... ~IlLJJI1U .' ~ -- Z <' :J:I- I-as ~~. Wu -'0 Uo U) w; 13 :J:l -'I- enLL -0 :E~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 ZI- WW :E ::I' ::>01 Uen 0- o!:: Ww :J:U 1-- !!:b Z Wen U- ~:J:, 0.... Z ,r' o o WIllI .... o o .. "Ollt...-".!ll"~ leo.erNI i:S!lIl~.I.u,,"1 ...._- , ... ..,---( 1Ik.6j'.<.~;';';'-';-';;'7.-=-';;'::;:;:;;;;=.-;:==';..';';;;~~;:-'u,-,- ( L _,_a~~ 0 -A/'..R~"(~J'..7?n4'Yh 1 - , N E , No A '= /. !J I llO~ llEJ:: lE). - -- 2 WJE 3 .b. ~/ 1~-;..3 ., '" . - - .-. . ~I' 7 R. . tr.l. ..~ //.11 - - _. 7 !!f,J I .7 '!I..:..L - . ~v .<1 1~2. . 12J:: t'> "R.O 10 / L~ I~~ 1 11 .'7 7L /.3 ~ 12 tf..2.. 7t_ z ~ f~ :(1. 1 13 '!.1!, ~.I y..3 '/ q. ~ , ,. eI 11 .('" !"f; ~ " I' 9; 9 . .., 1 I. /.z-. ,9.3 ~ 1 ." I 17 J.~ '9.'7 .,.,/ .J , { J{ ~V~ 'd. 1 ,. ~ 1. I. If /I1J'/ :/.2 I 20 (, M'l t.:?) 2 2' -L J ilL ;,z" ! - .. ,f:.. If -I 1,V ,.,'1' - 'I-f; . .3 ,~ II. >, ,1 'b ! -- ---' .. ..,p. IH ~ ,I , ! .s , ( /';.3 '3 .1 ~ . .. ,t- It .u 3.1, , ! - - I " ~.1 .7 j " ! 's .-1 3,Z flJ " . ~. I/'~ .. '.< n.'" I-/M .IV '""" 3. rq' n . 30 t 13,7 0/', , , . 3' ----,,1- ll{.1J 4//1 , ~ - -- 3. .., 1.(( Y.!!-- 1- 1.1 '! .. '~t /1.1' i/..J 3 - ~ .. H,? 'JI.?' . , .. J JOJ (1/.'1 3 .. TJ ,." I(. r 'D ~ j 37 . , - - -- - - 3n 3 - - -- -- - - - 1-' - 3. 3 - .. .' .' /3 (~'''..''''. - O{"), ":-i"ri" "'.oj J -~ C I .._~ i';'.~ "<:~'i;:t;::'j ,L!,'i, ,",'., ;. ! i j j I I 'j' j' :1; ',\ , I 1 , ~ ot . . JA ~ .1::.....1::>. *!:'fPI'~"'--r- 10 ~ 'L ...d.1lo.... ~ Ll.L L1L.. I.....JIMI - '''11I1 nil I o o 32 X 10 .. ...~~ o -- o .. - ~V~. ~J~ :2::;-=crfr~ - S?0f J~-~- ro...... p.~!5g {Glltl:") ~.!5'!5lil..I.urrJ e::IJ.~ ......_- .;;.~ __._.__.__U L -- ------'--'.-'~____ufk;;;;;..:7 ---- 1 N ~1f"/4 E ~;.( I&'~ i'- ~A No ~ A;..reA' 'A- I A , · k1;/ 4".t!.'f> 1.1 7.~ h./. 1.$3 -- -,=-~~ OPe c1 ~z.. /.rZ '''7 A~3 IV " /1," l:l(; ~J: - -;U tJA 121 W..; /3 It'f .kU:.. ~~7 17 ivt:l /J'O 17,,7 7 ~y_ ~,t-' Zl . sa IJ7. ~27 - ,eV,~'7 /J,Z 25 If 1L.7 ?Vr - - -~ ~!- 11.ZI. L"l J3 /~K 77() 10 .'1 tl.~ "47, 89 ".. 'U , 11 /. () /H$ fill, ~z. ~I" f"L ! " ;;1 (j,,1 ~Z-' ~ If(; N? ~? , - f- d.{ 0' IF; '.$.." '3 /~" /"'1- , - I- .- IA /..'-'- tl,.,:{J ~$, /9",,- Nf7 ~L ~ - f- .. '- ~f N 177 ,,/) r?/ ! - -- '7 ~k. An oz' ~tl U~ ~~ ~ < -- Ie /.7 1lS7 'J~ ~l: '77Z, "30. ~ '0 ~: 1M. /~~ ZI 77c. "$"1 ! - - 20 i, 12f ~s.,. B'I ~c . ., 2-,-~ ~A' V-5'7 7~ ~z. ! - .. ~./ 'q I?..: 0( 711'~ ~ ~ - - .. 2.~ W It. ~~ '7S'z. ~ . -- I- -- 14 2..3. j~ b."i'Z ,n:; f" ::! ! - - I. I?" ;111. ["I'l"f ~LI b" 0 .. z.~ 7 _f:. I"L<.I l7() /.:J ! - j- 17 .,;!., " 2 1.17 I/z.'- )'71.. I:,,~ ! - 1- oe lJ.. '2 .f l.rn- 'I. ~92' ~ - f- 00 2.'1 ~ $ ,Nt M1 'L3. 0 - 1- ,- 00 ,.9 3(::) ~~I ;h '55" 0, .. 1,f) .3 C .$~ ' ~~ ~f?9 ~ - - .. ~ - - ,- 00 0, --, - .. 0, - -- --' o. OI o. 0' \ -- -- .. n 0' -- ~- -.- -- -- ---- --- -- O. 1-31 -- '-' --.- _. ,-- --_. -_.- ,- o. 31 -....- ~~-- -- I- - ._- - - ,- -- -- - - 40 A' - , z <" :J:I- I-as ~~. Wu -'0 ~o ffl~1 -'I- en LL' ~o :E>- ~~ LL< !!la :J:w I-:J: ZI- ;:0 zl- ww :E ::I ~ ::10\ Uen 0- ot: Ww :J:u 1-- !!:13 z wen u- ~~ o z ,r o o (=--; - 1:0... Lkl ,.".. ---- ( o C.:J,: ..". ..:... ~ .--:. ...h....__ .mu..r-u- "' :bl' <" . 10 ""-- kIilIlllI!llH.lI3l..MloilII. lMl ~1Il1J 1 I 1 " I ~ y'! --- I 0 o '''W. 32 X I 0 --- - 111I111.] r ~ , .....'.- , . r '. ' . . ,r , \. '.". ': ,"", o - o .. .---. -.--.-------- ----+- ..f \ ""0"..... ...!!!5il IGlttltNI 'p_tlISO.. 18U"j a....".,.. ..~. =,..;.;;;....;...;.,;.,;"'-'-..,..;;.:C=.:.;;;-,.;;:;~;;:-... ..---- ( ---.-. -_..._~._--+-- A'. - l;:5"' ..e.. = ~S ----- - ./ /.J , NO ;5-= { ';:2 4/2 ~./ I z I < . :J:I- --- ~ sR, ~L S Q.r:> ",~ .> ~...... S' I-as 2 =--;-.J/.. - 0:: :E, d A- ..Jd' > <::I. Wu . St- D.!),1 51. Q,O.' Q~.') '~r ....10 .1" uo . '1'5- ~"I-# ~t)Z 8.1'U 0.,1- ".0-1 ~~i ,Ir , ,. ~ 1-' . (J)LL -- ().h !:V[6 j -0 ? {f..3 . - w>- ! ~!:: . 1 0::....1 . If.ff ().1 dl.$l. LL< \ ~a 10 I ,~ :J:w I I 1.1~~ I).l. ..w , .1 I-:J: ZI- -~, ;:0 12 , , '~ zl- .. ~,x o.Z5 d.7~ ! ww, , ~5' ,. , ,j Uen " a~ ().1 I./Z , ~ 0- '~ o!:: ,. I .:.~ Ww J :J:u 17 I.t>,r ().~.5 l.f , I- .- , I ~b ,. ,Ie to ! z wVJ ,. I.lP tJ. cJ 1/1& 1;<<;< , I u- ~:J:, ~ 0'" 20 . I z _ 2' /,1i::.r?'Y.) '):I..?- . ! I ., ;r /~ ,r zo zr .,,, ~ 1> It) . __ 2' ~LlaJl) j.Ji~~'--4l ~l---, ':.1f.. "~__~f.z,. '-P7 II..~ /off"l ! .. .,.oJ (J,/f ~ ~ (1,7'1 1tTt, 1IrIb, ~l'(' . .. ~~ S" 1').5'$ 1.1' J :/0 f).(J J ~.// ..r.~ ".,f ~7" MI /..'ft: . .. ,.'" ".I~ ."J V," D.n ,. .. ',7'1 . .,. 2? I.r" I)P' ~1I) 2411 ~,O2- 0,0' ()./'f 4.~ 174"3 t>.?7 ,.cr ! -1-' ",O~ 0,1''' ... "". ,../ I.~' .. 0.'" ! --"--- - .D //if'" 1)./$ 'll/O (J.fJz, 4.0' ".I~ ~21 i1.ft ~.,o (), 'i2.- . - 0 -,--, 0,.<- ".'U .,'- o.n (I.H.. o. . I, " , .0 _ .. ~/t>~ J~~l i,?p ",.of (1,0(, . 0.13 4.23 tI.35 tJ.$/ P.t.~ ~ .. ().O.. ".u 0,''1 0,;)) 0" (I.7J t,,,, ! - - ---- ,. 1,1:[:, tJ.7.f.. ,j,rA. 1:.10 .,.01 O,()\ ~./o b./6 tJ.Z$ (J.Y 1),5'> , .. O.OJ,. 0,111 o .IL O,t., MS "r,> o.(~ , .. 2. 'ItJ I).Fe) T01 dt1 .. 0 .,.01 M)'I 0.0'1 ~.'~ d.2A IO:H d," , .. 6.6'\1 O.H (j.I'" o.'l.':j D.~6 10.51 c>.7t , ~"- ;; /. $1 p.i! ~t\\ O.o~ '. It,.~~ _ C.~ 0. . 0<< /l.II{ O<~l-~-,-3' tl.~" ~.I t.'~ '. 3ft o.C> 6,6t 6,\3 0,'1.;1 6.J O,~I 0,1/1 ,. - - -"-;jT--- D.ll.( ~.l7. a..1l_ t).~ _ .. 2~ I!.!!!... _61-6 .(0 O.~ \ _().JJ~_ 0.0 .r '0 O. I ().Os' 0,1'2- 0.7.,/ d.3'(.. O. 'f1 "(}. ., 1.f) ".'n(./1~ &./0 Ir}\l, o .os 0 II 0,1'1 0.1,0 ~.'l~ '((,l '\,6'1 &,00 O.(j\ O,O~ 0.\0 0,1'1 0.1," ""f'Z, CW;; 0.'0.\ C.75 .... ;. I a o c--;-.....-- c L -or ALM.iJlIL__1IIa.t: ' . lllllllJ IlII JlI11iII r: , -/:' , '- 10 32 X 10 J.::::."ll _ ~ twJ"'~ - ~1Il .. 'o<:~ ~iJlIIIlIIl;IllIlt~~lill~' .' '~\:;~-;,.,,;. ............. J Z < ' :J:I- I-as ~~: wu -'0 Uo en ' ~~I -'I- enLL -0 :E~ ~::; LL< !!la :J:W I-:J: ZI- -0 lzl- ww :E ::I' ::10' Uen 0- o!:: Ww :J:u 1-- !!:13 Z wen u- ~:J:, ot- Z r o o o "' Jt g-2D-90 ,..,."__,,,_.~~_._.f-X.!.211d./?_____.._ f&2J!,J;./-I~t_,__..7Zi.K5/o!!..z;:...._.____,_. ,.,_.;__.Od.t<__,_I16fi_.__,_2aL~Z6-:----1L.__~_J:k..// _.A?.r.,_~~,_..__,_____.._. p ."..,..___...._.___.,_'..,2'Zl:L1r;:&... ~___i.L_2~__.........LC)f.L._____._,.___ ,.____________.,______2!JSL__.tL2/ !::.:[Q~_it- ___,_~~~.._.__~1.~_~~zt './57 :{;~ . , :5TJ/1 45,) r-.../ Lf z t/f.. ,(J {.f "-...-,.~t""-,-...-->~.~-.M...~-.-.-'-'---."~~-~--.-...-~~._~_....._.~___~~__._.._~._.,__,t.-._______~._./...__._______ "__..._._.._.,._,._,__.H".,_.~.__.__,_~"""" ~,.,.,_ '''',> ~,_,_",.,~",_"_,-,_,,~'-'.",,,.. __,__...~_..~,kv'..._~'^.._.,.'_...~.~...___.__~__. --~.._----_._-'-----._'~ .. -...... .~.~..- ".-- ....... -,. '---~~-"--'-"~"""'---"-"~--""-".~-----""'----------~-'.__.__.~,~---."--...~-----~"';~-------.~-~-~~_' -".. ,."..._.._"..-.,.~--..."-~._._...~,--,.--_._-~_. ..._..-,~"'-".~...-..-..-..~...._-,_.~._-~._._._~~_._-----.-.~_._._-_.. .,_,..._..~,._.".."".~._..~. ~.~._ "'~'_._~_'~"""'''''_'_~,~_~''M_~_''--_''_____..___' .'___._~_..._~,.,___.._.._._._...._~._..____.._ ,.~ _. _.... ._._ ",_.,~.<..~.,_'...._~.._ .."___.____.___._.~_.__.~..~.______._...~~_..'.._.....w....;._..,.....""_..".....-. ~'__~A _'"'._.~ (~~~.~~~~~ -~- - c o ~(:> ~..1-..I~1 - (' , , .I:!IIh..__Jlltl~ ...: ~.tl.~ ~llblll. .l 10 I L1...&II~~lflljlllU .. o o 32Xlo iltli...&,'~ .- Z <' :J:I- I-as ~~: Wu ....10 Uo en ' enW w:J: ....II- enLL -0 W>- :E 1-' <- 0::....1 LL<( !!la :J:W I-:J: ZI- ;:0 ZI- WW, :E ::I,' ::::>01 Uen 0- O!:: Ww :J:U 1-- !!:13 Z Wen U- r= ::I: I 0"" Z - o o .. ~ACP. ,I.S" aVEtlAJ (-/1.5 " v/.c , A(!., P. OVelZ..I...A.J /,'5" Ct. B 1-\ IIJ, r o (1RIJV F"I_ 8':!!'e 7" I-ill.), o ~_~o"" .,.,. DAY- BI-l~ RtD -C.!COSI2 j N"T' TO ~G 141. t! STRUCTURAL Sec.TION ~~H' [ . '._"~.~~h Ji .,.,.' ;t.ai ~~~: .II o ~/Y -', / - ./ (' . --;;iF~~ 10 ~ ~~~ 'Ill : '- ~i....-.-a.""'';k I" ',' o j : ! I ~;2~ I~ If" ~- - z < . :J:I- I-as ~~t Wu, ...Jo Uo en , ffl~\ ...JI- enLL -0 W ' :E~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 Zl- WW, ~5\ Uen 0- o!:: Ww :J:u ~[3 Z wen ~:i:1 Of-- Z ~r' o o ~ o ASPHALT INSTITUTE PROGRAM OAK BAY SOUTHBOUND LANE HWY ****** TRAFFIC INFORMATION ****** ANALYSIS PERIOD (years) = INITIAL DESIGN LIFE (years) = DESIGN LANE FACTOR = 10 10 0.50 INITIAL AVERAGE ANNUAL DAILY TRAFFIC (AADT) % OF AADT THAT IS TRUCKS = ANNUAL COMPOUND GROWTH RATE (percent) = Type of Usage is RURAL TRUCK CLASSIFICATION Percent of TRUCKS TF<UCf((2-AXLE,4-TIRE) TRUCf((2-AXLE,6-TIRE) TRUCf((3-AXLE or MORE) MULT.TRUCf((3-AXLE) MULT. TRUCK (4-AXLE) MULT.TRUCf((>=5-AXLE) 1.0 90.0 1.0 1.0 1.0 6.0 >>>>>>> CALCULATED EQUIVALENT AXLE LOADS OF TRAFFIC , ********************************************* INITIAL YEAR (EAL) DESIGN LIFE (EAL) 33,379 544,895 .*.**. MAXIMUM DEFLECTION OVERLAY DESIGN ***.** ~"-21-1990 2600 27.5 10.5 Truck Factor 0.03 0.20 0.67 0.48 . 0.70 0.95 DEVICE USED TO MEASURE DEFLECTIONS WAS THE ROAD RATER(8k) (R) .008 TOTAL THICKNESS OF EXISTING ASPHALT CONCRETE (in) TOTAL THICKNESS OF UNTREATED AGGREGATE BASE (in) CORRELATION EQUATION(mils) , Benkelman Beam = 9.0126 H R + 2.5 ESTIMATED PAVEMENT SURFACE TEMPERATURE (degreesF) ESTIMATED PREVIOUS 5-DAY MEAN AIR TEMPERATURE (degreesF) MEAN PAVEMENT TEIYIPEI'lATURE LJSED IN DESIGN (degreesF) TEMPERATURE ADJUSTMENT FACTOR USED IN DESIGN, F CRITICAL PERIOD ADJUSTMENT FACTOR USED IN DESIGN, C INDIVIDUAL VALUES OF MAXIMUM DEFLECTION (mi 1 s) , NUi"IBER R.'VALUE _._----~-- --------- 1 1. 16 2 ::.~. 29 3 2.23 4 1. 74 5 1.88 6 2.82 7 0.86 8 1. 12 9 1,02 10 1. 18 11 ~~, 60 )>>)>>) CALCLLATED MAXIMUM DEFLECTION DESIGN FACTORS I ..........................................**** MEAN DENKELNAN BEAM DEFLECTION (mils) STANDARD DEVIATION OF DEFLECTIONS (milD) REPRESENTATIVE REDOUND DEFLECTION CRRDJ (in) Fil,uau I mm ovr,r,uw HI I CKblESS (i 11) --~{~:) JilIl "' ,(~".. ( r.MiI -". J' ~u.'l ..:;. i_ ....,m 9 46 42 47.1) 1. 38 1.00 23. .7 12.0 .. 0.0'177 '.6~) " ,...':rT;,'i'!,>t.~;1r.!,'T"." :',' "-i'~'~L>:'_/' '''. .:~j,f.::!:;-:!;\1i;[,~';:{'/;. \!:\' _.4_ ":-:",','i:; ................. -L1 Ad:\. -to i I t I 1 I i '. ,," lar.... .... ..dl...<....,L~IL!!I'ft.~ ~~_.Ml._~U 10 I o o 32xlo 1IIbl''''':';--- bdIIlIlIIIldNlJii: . _.f,.",., IldlMIII - Z <" :J:I- I-as ~ :E, ~a' uO o en W'I' ffJ:J: -' 1-' en LL -0, :E ~: ~::; LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, WW, ~5'1 Uen 0- o!:: ww; :J:u ~[3 Z WtJ)' Us:' ~hl Z ;y'''' o o ........... '1 -- o ASPHALT INSTITUTE PROGRAM - HWY OAK BAY NORTHBOUND ...... TRAFFIC INFORMATION **_.** ANALYSIS PERIOD (years) INITIAL DESIGN LIFE (years) DESIGN LANE FACTOR 1(. 10 0.50 INITIAL AVERAGE ANNUAL DAILY TRAFFIC (AADT) % OF AADT THAT IS TRUCKS ANNUAL COi"IPOUND GROWTH RATE (percent) 2600 27.5 10.5 Type of Usage is RURAL TRUCK CLASSIFICATION Percent of TRUCKS TRUCK(2-AXLE,4-TIRE) TRUCK(2-AXLE,6-TIRE) TRUCK(3-AXLE or MORE) MULT. TRUCK (3-AXLE) MULT.TRUCK(4-AXLE) MULT.TRUCK()=5-AXLE) 1.0 90.0 1.0 1.0 1.0 6,0 ))))))-) CALCULATED EQUIVALENT AXLE LOADS OF TRAFFIC : ********************************************* INITIAL YEAR (EAL) DESIGN LIFE (EAL) 33,379 544,895 ****** MAXIMUM DEFLECTION OVERLAY DESIGN ****** ---- r i I ( .....$-21-1990 Tr~lck Factor i i ! I ! I I ! i } 0.03 0.20 0.67 0.48 0.70 0.95 DEVICE USED TO MEASURE DEFLECTIONS WAS THE ROAD RATER(8k) (R) .008 TOTAL THICKNESS OF EXISTING ASPHALT CONCRETE (in) TOTAL TH I Cf>:NESS OF UNTREATED AGGREGATE BASE (i n), CORRELATION EQUATION(mils) : Benkelman Beam = 9.0126 x R + 2.5 ESTIMATED PAVEMENT SURFACE TEMPERATURE (degreesF) ESTIMATED PREVIOUS 5-DAY MEAN AIF( TEMPERATURE (degreesF) MEAN PAVEMENT TEMPERATURE USED.IN DESIGN (degreesF) TEMPERATURE ADJUSTMENT FACTOR USED IN DESIGN, F CRITICAL PERIOD ADJUS~1ENT FACTOR USED IN DESIGN, C INDIVIDUAL VALUES OF MAXIMUM DEFLECTION (mils) NUMBER R-VALUE 1 2 1.20 1. 51 1.44 1. 65 2.51 2.99 1.59 ,~, 4 ~.:; ,;, 7 8 9 10 11 2.83 3.89 1.22 0.73 ))-)-)))) CALCULATED MAXJMUM DEFLECTION DESIGN FACTORS I ...**..***.*...*****.**...........**.***..~.*. MEAN BENKELMAN BEAM DEFLECTIDN (mils) 8TANDARD DEVIATJON OF DEF~ECT]ON8 (mils) REPRESEN'rATIVE REBDUND DEFLECTION CRRDJ (in) REQUIRED OVERLAY THICKNESS (in) (" :--. "' (;"-""- ~- -" .'.~i(D .._-;. i'."'!II~ [ ~llil _.-= . ,~\ =~, ~' . ~ =:':"':mu ; 9 46 42 if7. (l 1. 38 1.00 24,4 11. 9 .. 0.0483 J e:~) ,. .,. ....~ ''''''{'':".H..~.<t ' .- .::"::;.~;\.;:" ..,," .'.', ';,' .t'-, 10 ~'.:;i~~1~~j~:sl~1~}i..l.~~J.~:~_u~ I o o 32X 10 ,. IllIlIilIIIlr4IiIll'~' ~"-'lIlIIIiIIIII ---- Z <t. :J:I- I-as ~~1 dg, en ~: ffi :J: \ -' 1-' (J)LL -0, :E ~; ~::; u.< en::l _0 :J:W I-:J: ZI- ;:0 Zl- ~!!5,1 ~Ol Uen 0- C!:: Ww :J:U 1-- !!:b Z wen u- j:: ::t:! 0'"': Z ;r' o o l:i!iUllA.. o ASF'HAL T I NST I TUTE PR, ri.,N HWY I \" 02-26-1990 OAK BAY ROAD MAINLINE _.*.*. TRAFFIC INFORMATION .-.-.- ANALYSIS PERIOD (vea~s) INITIAL DESIGN LIFE lyea~s) DESIGN LANE FACTOR ~ li9/ 0.50 INITIAL AVEF~AGE 'ANNUAL DAILY TRAFFIC (AADT) X OF AADT THAT IS TRUCKS ANNUAL COMPOUND GROWTH RATE lpercent) 2600 27.5 10.5 Type of Usage is RURAL TRUCK CLASSIFICATION Pe~cent of TRUCKS TRUCK (2-AXLE,4-TIRE) TRUCK (2-AXLE,6-TIRE) TRUCK(3-AXLE Dr MORE) MULT.TRUCK(3-AXLE) MULT.TRUCK(4-AXLE) MULT. TRUCK ()=5-AXLE) 1.0 90.0 1.0 1.0 1.0 6.0 >>>>>>> CALCULATED EQUIVALENT AXLE LOADS OF TRAFFIC : ********************************************* INITIAL YEAR (EAL) DESIGN LIFE lEAL) 33.,379 544,895 .*...* MAXIMUM DEFLECTION OVERLAY DESIGN .*.*.* DEVICE USED TO ME.\SURE DEFLECTIOI\lS WAS THE ROAD F~ATER 18k) (R) CORRELATION EQUATION(miIs) : Benkelman Beam - 9.0126 x R + TOTAL THICKNESS OF EXISTING ASPHALT CONCRETE (in) TOTAL THICKNESS OF UNTREATED AGGREGATE BASE (in) ESTIMATED PAVEMENT SURFACE TEMPERATURE Ideg~eesF) ESTIMATED PREVIOUS 5-DAY MEAN AIR TEMPERATURE (degreesF) MEAN PAVEMENT TEMPERATURE USED IN DESIGN (deg~eesF) TEMPERATURE ADJUSTMENT FACTOR USED IN DESIGN, F CRITICAL PERIOD ADJUSTMENT FACTOR USED IN DESIGN, C INDIVIDUAL VALUES OF MAXIMUM DEFLECTION (mils) NLJi"IBER R,"VALUE .~.._--_._~-- ------...-- 1- 16 2 3.27 3 2..23 4 1.74 5 1.87 6 2.82 '1 1),86 8 1- 12 9 1,02 1(1 1. 18 1 :L ~~.60 L'2 1.51 13 1. 44 14 1.60 1.5 2.t.10 16 2.99 1'7 1.58 18 2.85 19 :;,~. 90 :20 1.22 21 o. "':-.~ 22 1.15 L . ~_ltIt4' ..... - "'kJ.lC" "'" ":Alili6illilillb T~uck Facto~ 0.03 0.20 0.67 0.48 0.70 0.95 .008 ) 4 9 46 .9E> ,43.9 1. 39 1.00 I I I i f I I I :) I a o 110 J..iF::.::.:, L ~..r= 32Xlo \. ..., , . If -- Z <" :J:I- I-as ~~. ~u; uO o en wI' ffi:J: ..J 1-' enLL -0 W ' :E> ~5 LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, WW' :E ::11 ::leI Uen 0- e!:: wwi :J:u I-~ !!:o Z wen ~~i o : Z :".. o o ("0--- -h~* :-i:;:.t-'HHL 11"4::' 1 1 1'..'1 t:.:: I-'I"(\. r\~ll" , ,~-..b 1''''.' tiW'r OAK BAY ROAD MAINLINE ............*.. TRAFFIC H,:='ORMATION ...'........*... ANALYSIS PERIOD (years) INITIAL DESIGN LIFE (years) DESIGN LANE FACTOR i76l li9/ 0.50 INITIAL AVERAGE ANNUAL DAILY TRAFFIC (AADT) % OF AADT THAT IS TRUC~~S ANNUAL CO~IPOUND GROWTH RATE (percent) 2600 27.5 10.5 Type of Usage is RURAL TRUCK CLASSIFICATION Percent of TRUCKS TRUCK (2-AXLE,4-TIRE) TRUCK (2-AXLE,6-TIRE) TRUCK(3-AXLE or MORE) MULT.TRUCK(3-AXLE) MULT.TRUCK(4-AXLE) MULT.TRUCK(>-5-AXLE) 1.0 90.0 1.0 1.0 1.0 6.0 >>>>>>> CALCULATED EQUIVALENT AXLE LOADS OF TRAFFIC : ********************************************* INITIAL YEAR (EAL) DESIGN LIFE (EAL) :;,~~.:.r.., 379 544,895 "'............* MAXIt'IUM DEFLECTION OVERLAY DESIGN ***...** Truck Factor I I I j 1 , 1 I f i I I i 0..03 0.20 0.67 0.48 0.70 0.95 CORRELATION EQUATION(mi Is) : Benkelman Beam = 9.0126" R + DEVICE USED TO MEASURE DEFLECTIONS WAS THE ROAD RATER(8k) (R) .008 ) TOTAL THICKNESS OF EXISTING ASPHALT CONCRETE (in) TOTAL THIC~~NESS OF UNTREATED AGGf1EGATE BASE (in) ESTIMATED PAVEI'1ENT SURFACE TEMPERATURE (degreesF) ESTIMATED PREVIOUS 5-DAY MEAN AIR TEMPERATURE (degreesF) MEAN PAVEMENT TEMPERATURE USED IN DESIGN (degreesF) TEMPERATURE ADJUSTMENT FACTOR USED IN DESIGN, F CRITICAL PERIOD ADJUSTMENT FACTOR USED IN DESIGN, C INDIVIDUAL VALUES OF MAXIMUM DEFLECTION (mils) NUMBER R,-VALUE -.--.----- ---.....-----. 1. 16 2 3.27 :::.~ 2.23 'I 1. 74 5 j .8"1 {;, 2.82 7 0.86 8 1. 12 <} 1,02 10 1.18 l:l 3.60 12 1. 51 13 1,44 14 1,60 j,5 2.50 16 2.99 17 1..58 18 2,85 19 3.90 20 1.22 21 0.73 ;.2.2 1.15 >>>>>>> CALCULATED MAXIMUM DEFLECTION DESIGN FACTORS J .......*.*.........***...........*.................... MEAN BENKELMAN BEAM DEFLECTION (mils) STANDARD DEVIATION OF DEFLECTIONS (mils) REPRESENTATIVE REBOUND DEFLECTION CRRDJ (In) REQUIRED OVERLAY THICKNESS eln) :- -:-:-:::=~ ~..... {: .....~u.i~.:.~ , ""i:"~' '."':~.';i:::,' ',.f>>1 t; ,,,,, ..,,', ' :,''':.." .......' ""_"~":....- ,'-;'.':i':1F/,';t\',/~,,',~r;f~ "'';'j ~~> :.-~-:-:. t- " r,-..~Jd.J~J:~"jj~( \:!"'/,i~ :.~" ~T:-. 4.~:=~ ~;::-: " 4 9 46 .SlY . 43.9 1.39 1.00 24. ,t 11. 8 0,0477 /1'~ am C;7 \::,i.t '. '. ..1 0 ~~llI(=';':;:;:: :.- .".. I o o 32x 10; .... .IIlIIIlII. -...c~ - Z <' :J:!z I-w ~ :E, ~a' uO en ~, ffi :J:\ -'I- en LL -0 :E~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 ZI- WW, ::E ::I,: ::10' Uen 0- ell- W~. :J:U 1-- !!:b Z wen u- ;::: :I:! 0"'" Z ,r ,0 o o ASF'H"L T I NST I TUTE F'R' '''AM HWY \ ( 02-26-199(1 OA~ BAY ROAD MAINLINE ...... TRAFFIC INFORMATION *.*... ANALYSIS F'EF<IOD (vi?ars) = ~\ INITIAL DESIGN LIFE (years) =~ DESIGN LANE FACTOR = 0.",0 INITIAL AVERAGE ANNUAL DAILY TRAFFIC (AADT) % OF AADT THAT IS TRUCKS ANNUAL COMPOUND GROWTH RATE (percent) 2600 27.5 10.5 Type of Usage is RURAL TRUCK CLASSIFICATION Percent of TRUCKS TRUCK (2-AXLE,4-TIRE) TRUCK (2-AXLE,6-TIRE) TI":UCf< (3-AXLE or Mor~E) MULT.TRUCK(3-AXLE) MULT. TRUCK (4-AXLE) MULT.TRUCK(>=5-AXLE) 1.0 90.0 1.0 1.0 1.0 6.0 >)>>)>> CALCULATED EQUIVALENT AXLE LOADS OF TRAFFIC : ********************************************* INITIAL YEAR (EAL) DESIGN LIFE (EAL) 33,379 544,895 **".**... MAXIMUM DEFLECTION OVERLAY DESIGN ****** DEVICE USED TO MEASURE DEFLECTIDI\IS WAS THE ROAD RATER (8k) (R) CORRELATION EQUATION(mils) : Benkelman Beam = 9.1026 x R + TOTAL THICKNESS OF EXISTING ASPHALT CONCRETE (in) TOTAL THICKNESS OF UNTREATED AGGREGATE BASE (in) ESTII'1ATED F'AVEi"IENT SUF~FACE TEMPERATURE (degl~eesF) ESTIMATED PREVIOUS 5-DAY MEAN AIR TEMPERATURE (degreesF) MEAN PAVEMENT TEMPERATURE USED IN DESIGN (degree.F) TEMPERATURE ADJUSTMENT FACTOR USED IN DESIGN, F CRITICAL PERIOD ADJUSTMENT FACTOR USED IN DESIGN, C INDIVIDUAL VALUES OF MAXIMUM DEFLECTION (mils) I\IUMBER r~-VAI_UE _N....HW._..__H.._ -----....--- 1- 16 2 3.27 3 2.23 4 1. 74 ~) 1.87 6 2. t32 '7 0.86 8 1. 12 9 1.02 10 1.18 11 3.60 12 1.51 13 1.44 1 ,~ 1.60 15 ~'2. 50 16 2,99 J.7 1.58 18 2.85 1 ,~ 3,90 20 1.22 21 0,73 2.'2 J.,15 \ :')))))) cAL.CULA'rEO MAXH1UM DEFLECTION DESIGN FACTORS I .....'.. .......' .'.. '.'~ '...It...*..'*.....'*.....'*'.'*'...M-*.....'*..'....'***...**..,iH, Truck Factor 0.03 (>.. 20 0.67 0.48 0.70 0.95 .008 ) 4 9 @ I ) 46.0 I 1.38 1.04 j :# 10 . I o o 32X 10 , ASF'HAL T I NST I TUTE PR' 'RAM HWY OAK BAY ROAD MAINLINE - *.**.* TRAFFIC INFORMATION *.*.*. -"" ANALYSIS PERIOD (years) = N ) INITIAL DESIGN LIFE (years) =~.... DESIGN LANE FACTOR = O...JO INITIAL AVERAGE ANNUAL DAILY TRAFFIC (AADT) % OF AADT THAT IS TRUCKS ANNUAL COMPOUND GROWTH RATE (percent) Type of Usage is RURAL TRUCK CLASSIFICATION Percent of TRUCKS TRUCK (2-AXLE,4-TIRE) TRUCK(2-AXLE,6-TIRE) TRUCK(3-AXLE or MORE) MULT. TRUCK (3-AXLE) MULT. TRUCK (4-AXLE) MULT.TRUCK()=5-AXLE) 1 . 0 90.0 1.0 1. <) 1, 0 6.0 '. > '. ,.))) CALCULATED EQUIVALENT AXLE LOADS OF TRAFFIC : ********************************************* INITIAL YEAR (EAL) DESIGN LIFE (EAL) 33,379 544,895 Z <' :J:I- I-as 0:: :E, <::I; Wu' ~O Uo ~~\ ~~l enLL -0 w>- :EI- ~::; LL< !!la :J:w I-:J: ZI- ;:0 Z 1-, wWj ~5f Uen 0- c!:: Ww' :J:u 1-- !!:b Z wen u- ~~i o Z ****** MAXIMUM DEFLECTION OVERLAY DESIGN ****** (12-26-1990 2600 27.5 10.5 Truck Factor 0..03 0.20 0.67 0.48 0.70 0.95 DEVICE USED TO MEASURE DEFLECTIONS WAS THE ROAD RATER(8k) (R) .008 ) TOTAL THICKNESS OF EXISTING ASF'HALT CONCRETE (in) TOTAL THICKNESS OF UNTREATED AGGREGATE BASE (in) CORRELATION EQUATION(miIs) : Benkelman Beam = 9.1026 x R + 4 9 ESTIMATED PAVEMENT SURFACE TEMPERATURE (degreesFl ESTIMATED PREVIOUS 5-DAY MEAN AIR TEMPERATURE (degreesF) MEAN PIWEJ'IENT TEMPERATURE USED IN DESIGN (degr'eesF) TEMPERATURE ADJUSTMENT FACTOR USED IN DESIGN, F CRITICAL PERIOD ADJUSTMENT FACTOR USED IN DESIGN, C INDIVIDUAL VALUES OF MAXIMUM DEFLECTION (mils) NUMBER R-VALUE -~-~~._---..... --------- L 16 2 3.27 3 2. 2~.:r. 4 1. 74 ;; 1.87 6 2.82 7 0.8/, 8 1. :12 9 1.1)2 10 1. 18 11 3.60 1 ., 1. 51 ' ~ 13 1. 44 14 1.60 1 t3 ~'2. 5C) 16 2.99 17 1.58 Hl 2.85 19 3.90 ;;~O 1.22 21 0.73 22 1- 15 :r" o o )))>)>> CALCULATED MAXIMUM DEFLECTION DESIGN FACTORS I **...~....*..*..***.*.*...**.*~.**.***.***.*.* MEAN BENKELMAN BEAM DEFLECT10N (mile) STANDARD DEVIATION OF DEFLECTIONS (mils) REPRESENTATIVE REDOUND DEFLECTION CRRDJ (i n) rmQLI mED OVERI.AY THI CI'.NES8 (i n) ...:'fWl', _.4. .....~..'__.._ C'o o~.) ( ~~ 46 @ 46.0 1.38 1.0Lf all 24.~ 11. 9 (,1,0499 =e ; I 1 1 i 1 '4 i ,~ ., ~ J i 1 I I i I I 10 I o o 32><.10 - Z <' :J:I- I-as ~~; Wu ""'0 Uo en Wf en :J:\ ~I- enLL -0 :E~ ~::; LL< en::l _0 :J:W I-:J: ZI- ;:0 ZI- WW\ ~51 Uen 0- o!:: wW> ~~. !!:b Z WCI) u- ~~i ~ ': I ~Y'''' o o o o ASPHALT INSTITUTE PROGRAM HWY (,3-21-1990 OAK BAY ROAD MAINLINE ****** TRAFFIC INFORMATION ****** ANALYSIS PERIOD (years) INITIAL DESIGN LIFE Iyears) DESIGN LANE FACTOR 10 10 0.50 INITIAL AVERAGE ANNUAL DAILY TRAFFIC IAADT) X OFAADT THAT IS TRUCKS ANNUAL COMPOUND GROWTH RATE Ipercent) 2600 27.5 10.5 Type of Usage is RURAL TF<UCf( CLASSIFICATION Percent of TRUCKS TRUCKI2-AXLE,4-TIRE) TRUCKI2-AXLE,6-TIRE) TRUCKI3-AXLE or MORE) MULT.TRUCKI3-AXLE) MULT.TRUCK(4-AXLE) MULT. TRUCK I >=5-AXLE) 1.0 90.0 1.0 1.0 1.0 6.0 >>>>>>> CALCULATED EQUIVALENT AXLE LOADS OF TRAFFIC , ********************************************* INITIAL YEAR (EAL) DESIGN LIFE (EAL) 33,379 544,895 ***... MAXIMUM DEFLECTION OVERLAY DESIGN .*.**. DEVICE USED TO MEASURE DEFLECTIONS WAS THE ROAD RATER(8k) (R) CORRELATION EQUATIONlmils) , Benkelman Beam = 9.0126 x R + TOTAL THICKNESS OF EXISTING ASPHALT CONCRETE lin) TOTAL THICKNESS OF UNTREATED AGGREGATE BASE (in) ESTIMATED PAVEMENT SURFACE TEMPERATURE (degreesF) ESTlI"IATED PREVIOUS 5-DAY MEAN AIR TEMPERATURE (degreesF) MEAN PAVEMENT TEMPERATURE USED IN DESIGN IdegreesF) TEMPERATURE ADJUSTMENT FACTOR USED IN DESIGN, F CRITICAL PERIOD ADJUSTMENT FACTOR USED IN DESIGN, C INDIVIDUAL VALUES OF MAXIMUM DEFLECTION (mils) , ( NUMBER R-VALUE ~----..~--- -----.----- 1. 16 2 3.2? 3 2.23 4 1.74 ::5 1. 87 6 2.82 7 0,86 8 1. 12 c~ 1.02 10 1. 18 11 3.60 12 1.20 1 ;:'\ 1,51 14 1. 44 15 1 . 6~5 16 2,51 17 2,99 18 1 .~C'J 1 ,~ 2.8:3 2(1 3.89 21 1.22 22 0,73 Truck Factor 0.03 0.20 0.67 0.48 0.70 0.95 ,008 2.5 9 46 42 47,(1 1.38 1.04 \ 1 << ,I o I o o 32 ><10 v -- Z <' :J:1- I-as ~~; Wu ""'0' Uo en w' ~hl -' I- ' en LL -0, :E~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 ZI- WW1 ~ 5, tJcn 0- o!:: ww; :J:u 1-- !:!:b Z W(/) u- ~~I o Z ,r" o o . OAk. BAY ROAD ,..liIINLINE *****. TRAFFIC INFORMATION ****** ANALYSIS PERIOD (years) INITIAL DESIGN LIFE (years) DESIGN LANE FACTOR 10 10 0.50 INITIAL AVERAGE ANNUAL D?"ILY TRAFFIC CAADT) % OF AADT THAT IS TRUCKS ANNUAL COMPOUND GROWTH RATE Cpercent) Type of Usage is RURAL TRUCK CLASSIFICATION Percent of TRUCKS TRUCKC2-AXLE.4-TIRE) TRUCKC2-AXLE,6-TIRE) TRUCK(3-AXLE or MORE) MULT.TRUCK(3-AXLE) MULT. TRUCK (4-AXLE) MULT.TRUCKC)-5-AXLE) 1.0 90.0 1.0 1.0 1.0 6.0 )))))>) CALCULATED EQUIVALENT AXLE LOADS OF TRAFFIC : ************~********************.~*********** INITIAL YEAR CEAL) DESIGN LIFE CEAL) 3:3.379 544,895 .****. MAXIMUM DEFLECTION OVERLAY DESIGN *..*** 2600 27.5 1t).5 TrLlck Factor 0.03 0.20 0.67 0.48 0.70 0.95 DEVICE USED TO MEASURE DEFLECTIONS WAS THE ROAD RATER(8k) (R) .008 TOTAL THICKNESS OF EXISTING ASPHALT CONCRETE (in) TOTAL THICKNESS OF UNTREATED AGGREGATE BASE (in) CORRELATION EQUATIONCmils) : Benkelman Beam - 9.0126 ^ R + 2.5 ESTIMATED PAVEMENT SURFACE TEMPERATURE (degreesF) ESTIMATED PREVIOUS 5-DAY MEAN AIR TEMPERATURE (degreesF) MEAN PAVEMENT TEMPERATURE USED IN DESIGN (degreesF) TEMPERATURE ADJUSTMENT FACTOF< USED IN DESIGN, F CRITICAL PERIOD ADJUSTMENT FACTOR USED IN DESIGN, C I I~D I V I DUAL V?ILLJES OF MAX I rlUM DEFLECT I ON C mi 1 s) NUMBER R-VALUE 1. 16 :2 3 3.27 2..23 4 1. 74 1.87 2.82 0.86 1. 12 1.02 1. 18 3.60 1.20 1.5.1 1. 44 ,{. 6~j 2.51 2.99 1.59 2. 8~5 3.89 1.22 0,7:$ 5 6 7 8 9 10 11 1.2 :l::' :l4 15 .16 17 18 1.9 20 21 2;:! ))))))> CALCULATED MAXIMUM DEFLECTION DESIGN FACTORS: **.**.**.**..*~4***..******.**.*.******..**... MEAN BENKELMAN BEAM DEFLECTION (mila) STANDARD DEVIATION OF DEFLECTIONS (mils) r,EF'RES[7.:NTAT.! VE REBOUND DEFI_ECTI ClN C RRD J Ii n) REQUIRED OVERLAY THIC~~ESa (in) ( 0 -~- ( ~~.~~ 1lIlIIiii:I.tJi .dll..I::ld~..ilIII Jl .......... llad: eD "., I 9 46 42 47.0 1. 38 1.04 24.0 11.7 ". (1.0493 =C3 "',"'H"X;~r:.'I:' . 't;:Yi~,,3{1:S;'lt,.' '~J.W~ .~'),.~ c ""- '",' ,,', ,0: < r X'i~~~" I \ I J I 1 ! ~ j ~ :1 '~ 1 I ! .~ ~~ " I I I I I I i t . " I o o 32 X I 0 '..... , . . 1iM.lii.~.~ v- - Z < ' :J:I- I-as 0::< :E, W::)l -,U uO en O. ta ~I -'I- enLL -0, :E ~' ~::; LL<( en::l _0 :J:W I-:J: ZI- ;:0 Z 1-, :E !!5! ::10: Uen 0- Ot: WW' :J:U ~[3 Z wOO U- i= :&1 0"" Z ;r o o L .l. 50 0 , (31 0.:34 o. 11 1 2. 1,:) 1 ~J:~:3 o. 54 0.47 II 2..45 1( O.8,'!- 0.68 ( I " ~92 .1. 12 0.45 0.:-:;; 2.02 1 ..20 0.4-1 0.'29 1 . c15 .1. .22 0.65 0.39 .1. ....,.., 0.69 O. 13 o. 10 ..'::'1 ~c o. 57 O. 19 o. 14 ....::....' 1 .00 0.. ~:'5 0.34 o. 15 .1 .5.', 1. t)5 0..47 0.36 1 ,:36 0.. 8'~1' 0.33 0.. 30 .1. .63 1 ..22 0.6~, o. 52 .1 .80 1 ..16 0.51 o. i~.2 1. 51 :1 ..~3 0.73 o. 52 2 .69 1 ,,7'7 1 12 0.84- :1. 96 .1.- '4.2 0.83 o. 47 2..:::9 1 .. ::'~2 1 .50 0.72 1. .. 0:5 0.77 0,71 0..32 1 56 0.88 0.75 0. :38 2 .28 1 ..28 0.66 0.35 1 .35 0.78 0.38 0.29 ";> .05 :L 14 0.56 0.13 ~ 18 1. 1::;; 0.64 0.23 ~- .. Lf3 1 ". ,::> l. :;:,:) ! '24 ~8. ~2b '22.. .26 2El. ~,:'_JI:.;::: ~ MF' 5" O~-j ~'_L 1 1...26 22..6 1 .1. '23 c2. 7 :,):::; I 1.. =~5 2::~.. 6 54 1 :1... 22 28...3 5 ~5 1 1.. ~2 ,:;...::... 5 ~~6 1 1.. 20 '2:2.. 6 57 1 t.. 2/.1- 2f3.. 3 :'8 1 1.23 22.5 :39 1 1".29 28.. 0 ,':;)0 1 1. 3~5 213 of 2 [".lot.t-?: r'IP 1::,.. 0;:1 61 1 .1.29 22..~. 62 1 ...... "'::0.';:. 22.. 'I. '..J.~I 1 1 ..3~.!. 22.. 5 64 1 1.. ::::;3 28.. 2 .:,:'J 1 1.. ':;;'8 2E3 ~ I) 66 1 1.34 22.5 67 1 143=,22.4 68 1. 1.. ~!.3 22 ~ 4 1,,9 1 1..26 22~5 70 1 1. 2,S 28..l NIJ'te: MF' 7.0~3 71 1 1.24 28.1 1.82 7~ 1 1,,26 28.1 2..50 73 .t .t.. 2::':~ ~~8. 1 74 1 .:t,,2.1 22.5 75 1 j..2/~ 22.5 76 J. 1.28 22.5 77 l 1. ::~q 27. C"} 78 1 1.34 :;':2.6 79 J. 1.. 34 22.4 80 1 .1..32 22.4 N<:I I'.": MF' 8. O~3 81 1 1.32 28.2 1.4:1. 82 11.28 22.5 0.88 83 1 1.~1 22.5 1.63 Nato: BEGIN PROJECT \ _(Ill 1 1.30~2.5 1.16 ~0.58 0.34 -".22 ('35 1 :L, 2EJ.~~8. 0 3. 22~"Il . M,P 0 .24'S'~ 0.31 ",' 1 'l ..,co'"S l ~. n,'" '''' ,tOe, nJ'>4" ,., ..,. ",':) ,....::.,...'\'..::.':.. ..::........,.,.I1~".8..#T""~ 8.":'.1... "17 t .1 ,., (""EI'~ 1 ' ~!7 -, 1 07 \'> n 6-6~1 n '"9 \:,.' ";~'~':~I;;":'."::' ~'''~~t.tJ' ":". '\I.J:. 'c,t.: .,~.."'!' ":88:L 1...,E,".:..,..6 .1..Er1,~.Yl.,',l,..,..Cl.-6T.'%1'J.Lk, (39 :l 1. :J:13If,::~2. 5 2.9"1".',' 1 . 64'~" O~. ~ 0. 4;" '/0 j 1. 2b'~ 2:;:.4 O. Q.;;; ,':' 0.66,1; 0 ,,fMj!,~ ':1" :;:9 No t...?: ~If", 9-(,05 rI 1 , 91 I. 1..213","2.5 l,lO.'.~O.9-(lI'rjO..a:,:,.<L,O.44 '1''I:c l L:c9<'~2.4 ,t.01.'.'O..:;'7'\O~'~ 0,2:3 :,3 ;t :t. ~,~~,' ~;~. 2 1 .. 16 S.~ " ~)~., lJ .. 2{~\,1{? .. ?~;. I' 74 .1. .l".... 7.f"~....8 . .1 ;.;;; . 52 '''8 . ~. ~, (8) . 7...' Not.: eND OF PRDJEGT 95 L j,.28 ~~8.0 1.32 ','6 1 l. :';'? 2~1.') I. .2EI '77 ,L 1..32 22.5 2.67 98 .1 1.2~ ~S..1 1.13 99 t 1.~9 28.3 1.41 Ll)() L j..~Q :!r~.o J,.72 Nnt/;.!: i11" 10.'):, Jot :L 1..27 ',~IJ.n >',.::;~7 2.'2C\ 1.f,O l);: l I,. ',,(! :,'7. 'J ('.I'lt It').~~ I 1... ,,~,7 '~\:~."" ',~. ','~~j l('ll t l.,~~O ~rJ~(1 O.l"t. 1 i)~\ I... ::~') ~,:,',~. 'l o. no 1.63 1.89 l.86 1.48 :L .57 :1..7.1 2.95 ,l.60 0.89 1.73 0.80 1..1.9 1..02 1.':'4 0.18 0.":;5 0,,26 0.13 0.71 0.19 o . :::::.1 0.19 0.77 0.29 0.80 0.97 0.68 1.'H. 0.49 0.:3:2 0.48 0.52 0,86 0.44 l.22 1.04 2.21 1.02 0.86 0.68 o .'?2 0.31 0.34- 0.~,8 0.29 0.21 0.37 j, .00 o.a~l :l.67 (J . '7'7 1.01 .!.. ~2 0.86 ').6.1. 0.'71 0,51. 0.133 1..12 ,). :\9 .I.::'A ,) .. 'l.l. '"1.73 ,). .33 0.!8 c) .. ~; :!. O.btl .. i.ct5 ~.16 e.ozS e.'S It .4-6 8.:56 8.'~ 13.7:1' 8.'il~ 8. f:$ '1.0'5 q,''$ ?'G'5 1,'$ o. ~:"1 ',) . ~':''2 0.61 o .~:;8 (J. ';:~5 (I. 4';:~ .I ,08 (l . ;':,(1 (I. ,1 (I (I . '.~/.:; (I. :r.8 o o . '\ '1 ....Q'=' C \'" l'~...\ Dt'll..\il" (~-- ~: L,- . >'~:~ c._ bdIlIlD ._--- Ul1llDll - LI--r..........U 'oc)) .~I I:::l ,l;i \ , :, 1 t ,=, r. 10 ~ I a o .' 32 X I 0 - . ~ '-'WiIlitlu .. r ............ z 4;' :J:I- I-as 0:: :E, <::I Wu, -'0 Uo en w' ~~\ en LL' -0 :E~ <- 0::-' u..< !!la :J:W I-::t: ZI- ;:0 Zl- WW :E ::;).' ::;)0' Uen 0- 01- Ww :J:U ~[3 Z WOO U- ~~, o ' Z ,r o o ,1(;7 .1 i :---;._~. :?8..1 :t,~';l.j 1),,77 (:.-In O.':,~; . (k1 ,I 1. ~>~ ?b..:2 J... ,~i:.: .~ ~ J ,":) .:" ~.:~::' 0.62 L.i:~fj":' T[~'S;' L(~N~':, 01'; r--W:i (1. E~O l.~.,::.",:. 27..8 1.,~iO .1....1..1 O.6J 0.30 Js"r lES' L.A!\IP TWO ~fP J.0.70 l..::::.:? ::~2,,~:;. 1.51 >.)..96 0..74. l~:::~() :?7..S: (J"C?LJ 0..0;1 0.70 lw36 22.4 2.18 1..21 3,.06 1.,28 28..1 O.6~ 0..50 0.36 .1. .. ::-~;'-) 2H..:2 0.)3:5 0.. 4~~: 0. ;:;;9 1..:~7 28.1. 2.32 IM75 0.96 103 2 1.33 22.5 1..52 0..98 0..76 Not.e:: r'1F' 10. 0 102 L 1.33 22,4 1.83 1.53 1.24 0.67 101 2 1..33 28,,0 1.49 0.90 0.52 0.23 100 2 1..3B 22.5 1.45 1,,07 0.71 ~~ 2 j .35 28..0 2..97 1.77 1.27 98 2 1.33 28.0 2.36 1.64 0,82 97 2 ]...32 22.4 1.02 0,,66 0.28 D&te-Ti,me: 02-23-1990 11:29:34. \ 99~ :c,.,..'.. '11 .<~,:~,ll~,;,:.' ;" 0.82 'l.0 0.71,,1-\ o. ~:.::. 0.20 =' - - -- ...1-.16' O,..J;l-l' O.'l':'< 0.23 t,,o -'~ 94 2 1.30 22..5 1.51. 1.1.9 0,'78 0.47 '/'.20 ., 9~ ~ l'~(:p\~2.~', 1. .44 ,(J.71 () 0..51.'1V?32 if.le tl9.~ "" 1. .",1. ~E!. () 1. ..h'r.(hl.21.,t 0 .~, (1.34 '.00 ~~CJ t.;:, M~o')f.:;~O .., , t~ ,~tJ. ~ ,'J,s. t; : 1. ;:; 1, ~ "~1~t . ~ .' . 48 ~~l. M'.1fI 1 ...;o.:r (I 0.78 8'<10 It 90 "" J. "".6~,,8 .~. 2. 901~ 1, .::;?1' ~ 0 ..4-'r' f1 0.26 e.80 '7 89 .,; 1. ;8ip~~~ . 3 ~ .85,' t9" \, '~:1l . ~~(11' ~:~<? '7 1~ 8.10 B8~ 2 1..~2qi::;~.5 ,~. p _, ~ .."", </". ", 8./00 ?8: 2 1.:7,ift:,.".6 3.81"~:h49~~1..;;,.r~..o,92 8~ 108b 2 .\..;~8 .,,8.1 1."'( J 0,45-9'. O~"'-0.19 640 [latp-TJ,me: Cl2-~.,-1990 ,2:16:40 I~~t::.: N~~(~~I~I :t6~,',.: ,4(,." ~'l/ ~ liB.' ...,1...,;,0 ..,<..6 O.7:I..1'O.A-5 ''>.<.1, 0.2" 6,'10 84. ;?: .1..30 2"Z"IJ. .1..1~:i 0..7(,:') O.L~9 0.32 l),;<; 2 1.:;"8 2El.1 0.7B,"'O.72 0.32 0.22 N,"tf': MF' (,,(> E~2 2 1.. :::;;4. 2::;:;.. il. 8.1. 2 1..31 28.1 e:,J(, :': 1.26 213.0 -19 ~~ 1.. 27 22 II b i.8 .'2 1..::.'7 2~,?..6 77 2 .1.. ::::;~2 22.. 4 7(,') 2 1." ::'::~~ 2::';:'.. ;"1 75 ~.\ 1...~::.::~ :?(~..2 -"1 ~_ .1.. ;:.J 2::;'.. 5 73 :;:~ 1,,:28 ::~2..~3 Nc, to: I~IF' ~'. 0 7';'\ :2 1.. ~':? ;?EI" :'~ 7 J 2 1.. 2Ci ::~7.. 9 7(1 ~: .J ~ :?~:; ~~:;~. II (,,'\9 ".' l. ~?c:;' ~~'~7.. 7 6EJ . 1." ~.:!.4. 20..:-, 67 ';: .1... ~~;(l ~;::!l:t., 0 b/:.l ',:f j" ~~.n ~':;:".. 4 6~:. (~ 1..~,.J :2(3".1 (;.,C~ ':;' J.. ::;,:;. ~:!;.\.. t, (.1 , ,1 . ;:'::;0 :~~fl" :.:;: !\Inbi" I'IF' (",(I .....;.l ~:l .1" 3::-,' :z.~n..l I, J 1",\ j" :::; ,1 :,;~'..:'.. 4 I~I') ':.\ j" :3t'l ~;:l..~) l'J:d.~~ : 1(19 .1 Note': },09 ,', 100 .... .107 ., 106 .. .10~i ~:: 104 ,', ~ i Cj,l ? .\ 2\:' ;~~:.: t~1 fj(1 ~ :)il ~.,:.:, n " o o .. ( 0.42 0.38 0.33 0.3:1 0.18 0.42 0.:33 0.50 0.94 0,71 0.15 2..6~; :1.,8::: 1 ,,17 0.72 .., 10 1 .. ',z.l; (I, 9~i 0.57 ~. o. 5~":~ 0.:$7 l).. 2i.~ 0.17 1 .22 0,97 (I. 5~1 0.33 1. .3'9 .1. " O~:~ (). 6:;:~ 0.39 2.313 1. ~:~ .t 1. ,,00 (1,,62 2..06 1. E',r-:J 0,,90 0.47 2.20 :J.. iJf: :l .1.6 (f. 55 ;J .tm :I. .04- l)"l:,)(.y (~.40 1 ,. ::'~b O.'ll. 0.66 '" .37 .1 .8:;', 1. 1 :;'i O.<l(,l 0.31 1 ~;6 :I. .1.9 0.13:$ O. ~;j. :1 1. ~:\ 0.02 O..I~,2 0.43 1. .7D .1 ,,20 Cl.D:::' O. 4~; :.:\" 10 :J .0"/ ()" 7::~ 0.36 .1.7EJ ,\ ./H 0.,1-6 0.39 :~~ .. 'I.:;:; 1. .6::,\ , :,:7 0.76 " 2.06 ,I. ,. :} :~.~ o. ~Hj <:I.M ~:\ . ,: "I .1 t\';; 1 . Oil O.lob 1. .7'7 O.8~1 0.6fJ 0.38 :2. 1 :.;~ .1 ~;,\c:; ('.Ot< 0.48 .1 7'/ O,'lU ().. tr,'1 (1,,3.1. :I. :;,() ') j ':. 0..60 (), ::"l~ ,1 . '~D 0.'1'1 o. 57 (I, :!;l:l .1 .1 li- 1),7(., (I.. ~~;n 1),,24 ~ (''''''~' " "".-- :-c LfJ .:~~ taJ...' ..~~ J__I1. ,LJ, 1..:1__.-.. .........-.........-. iI.tlllI!IIU J ~..b.....LL ':t,.,J:. ':""",1 L~~ . I i I i I j I ~ '1 ~ '~ :~ )~ l~ ~I I':: ,'I. " " , I I , ,,(. 10 -=~__._~'i IIIl I o o 32 X I 0 ll~L!IIiIlIU.IIIIllJIIII"_ - F. Datc.,"iiTI2: 02--23--j990 09;58:32 ~3f?l')::.:;Col- ~:.: 4 H." ,. L: : 2 ',\ Lo~ali~n: PARADISE BAY ROAD ~503609 1990 RD RATING Tomfl: :';8f' FAVE. Operator: BRANNAM Forcc~: l.. 30 Com;nents: OAK BAY RC TO SR 104 Note: 1ST TEST LANE ONE MP .05 1 1 1.2() 22.4 1.34 O~81 0.39 0.34 2 1 1.23 28.1 1.72 0.89 0.51 0,33 .",' ..;:. .t 1.2~:) 2:~.::. 1.67 1.22 0.72 0.39 4 1 1.23 22.3 1.92 1.()4 0.62 0.39 ~ 1 1.2:~ 2a~1. 1,.87 Ou99 0.53 0.37 6 1 1.22 27.9 1.54 0.92 0.55 0.31 7 1. 1.22 22.4 1.25 0.63 0.37 0.12 8 1 1.23 28.1 1,68 0.79 0.63 0.32 9 1 1.26 28.1 1.3.0 0.45 O.2~ 0.16 Note: 10 1 1.3j, 28.0 1.27 Not",: MP 1.0;:' 11 1 1.32 22.4 1.07 12 1 1.36 22.3 1.88 13 1 1.34 22.5 3.35 14 1 1.26 28.2 1.54 15 1 1.3B 28.1 3.01 16 1 lw32 22.3 2.05 17 1 1.32 28.0 3.74 18 1 1.30 28.0 2.81 19 1 1.36 28.1 5.03 20 1 1.25 22.3 2.01 Nc:\tr': MF' 2. Of\ 21 1 3,"28 22.3 3.05 22 j, J..29 22.4 2"34 23 1 1.31 28.0 3.46 ~4 1, =..27 22.5 2.29 25 1 1~32 2~.4 3.62 26 1 1.35 22.4 3.35 27 1 1.31 2~,4 4,~8 28 j 1.28 2:~.5 2.37 29 1 1.2'! 22.3 1.33, 30 1 1.39 28.0 4.85 Nell:.!:": I"'F 3.0,:, ::!:l. j 1. 3'.7:~ ,;;, (:1. ';;:1 :;;: .. 90 32 1 1.~B 22.~ 3.9~ ~,',~) j 1,31 22.5 3.90 34 1 1 .~5 22.4 3,89 ~;:;~,\ .t 1.~~:.() 2~:~',,~, 2./~;: 36 J. 1.:S(1 22.4 :~~3l, ~'I j 1..27 22.~\ ~.~7 ~O j,.3(: 28.() 2.1i~ ~y J 1 2{1 20.3 3.26 'I (l .1 ,1.. ::;:, 'j ::~fJ " .1. ;.:~ . ~,)C) N~)t['; 1'1F' 4.0", 41 ,1 l., :,",1 ::'2. t, ~ ',', ... ::,1 ~:l.'1 .1 4 ::'" J , :,",;', ;'ci.:, 4'1 .1 . ?,~~, :.:f., ::.>~ "~'. .1 . >1(... ~,~fl. ',2 '1', .1 , ':' ":' ;,";. [! z <' :J:I- I-as ~ :E. ~a uO en~ fn :1:1 ...II- enLL -0 :E~ <- 0::...1 LL< !!la :J:w I-:J: ZI- ;:0 zl- WW, ~5; Ucn 0- o!:: Ww :J:u 1-- !!:b z wen u- ~~ o z ,.. o o 0.50 0.16 0.1.2 0.60 0.29 0.06 1 .15 0.46 0.16 2.35 1.69 1.31 0.61 0.26 0.06 0.90 0.1.1 0.0<; 1.44 1.37 0.20 3.12 2.82 0.95 1 .46 0.37 0.22 2..66 0.96 (I. ~13 1. . :;:3 0.75 0.-11 2..1.0 2.02 0.60 1..H', 0.96 0.07 ~2. 85 1..62 0.97 0..73 0.54 0.20 1. . :.;)4 l.06 <;'.40 1. . ~:i9 o. 5'/ 0.:21 ::::.:::!.b 1. OJ. 0.78 1.09 O. ~~~;'I 0.23 0.52 (I. ;:';6 0.08 :2. 7~:. .1. :::;4, 0.62 1 .9.1 J. . :,'.'1 0.79 2.64 1.S'/ 1.1:' :i;l.32 1 . (,I:J o.rrl 3.0:,'2 2 ~ i~5 :i. . t:, ~j .l .38 0.b8 0,00 2.0(1 :l.,,2:;:; 0.66 2.90 ;~. "17 0.99 .I .11 0.41 0.20 1 ,,1;'7 O.Sh 0.61 ,1 .913 ('I. r;'14 0.:;;'6 ") I~n J 44 c) IJ(J' () ;::';2 ~? (, l' 1 ' ,",:\ (I 50 (1. 16 ,.., ". ,~, ":! 0/0 1. '1"1 .1. (I', <:- 6 ~ '.,' ~1; 4'';' .I li6 (I 4,13 (I 4.1 r,' :::1 1. I' ~~ 0 El:' (J r~~~ "' '/0 1. Eli' 0 47 f:l. 3E; .~ " :,",() ,1 001 C: bff 0, :;',9 ~''', /1 ~'I .t " :?:' . ',;' . t, (--;"'. '~'."~"'~~A1: ~U~~A - -:I~.~ ' lll~ o o .. ( 0'2.,.:'\' ::. _--~' '. I' ~'.. 1 ~ Ml~ , , \ I j ! , 1 j j J 'I l i :j , I ,,' .. .. 10 ~; ~,., I o o I I I I --32 x..!EJ - R Date-Time: 02-23--1990 12:08:23 Sen~:aors: 4 .. H~.....t;.:: 25 Location: WALKER WAY ~610009 1990 RD RATING Temp: 46F PAVE Operator: BRANNAM Force: 1.30 Comments: OA~BAY RD TO MP .10 Not.: 1ST TEST LANE ONE MP .025 .o<S 1 1 1..37 28.3 2.70 1.44 0.65 .';'2 1 1.28 28.3 3.41 2.08 1.46 J)-P3 1 1.32 28.4 6.04 .::: . 96 2.92 ,~NotB: LAST TEST LANE ONE MP .10 ~ 1 1.35 28.0 3.20 2.42 0.78 0.31 Note: 1ST TEST LANE TWO MP .80 eta> 4 2 1..25 22..5 2.21 O.8CJ 0.50 0.31 Note: t1P .06 .o":c, 2 1.2822.6 :'>.1.4 .1.78 o~ 2 2 1.. 28 22.. 4 '-1-.. 03 2.. 99 Not",,: LAST TEST WALKER F<D ~\1 2 1.35 22.5 2.35 1.23 Z :2~ I-as ~~; Wu -'0 Uo en w1 ~~l en LL' -0, :E~ ~::; LL< !!la :J:w I-:J: ZI- ;:0 Z 1-, :E !!5.! ::101 Uen 0- o!:: ~w; 1-!:1 !!:b z, wenl u- -:J:, bh: Z , , :r'y '0 o 0.26 0.93 2.16 0.89 0.53 2.28 1.92 MP .0.1 0.35 0.27 o o ( I o o ~J4lI!l1 (--; '--_."-" -::. LI.../B.. "'IL~ -~:";~\::B1_ , [ , , ~...;:~. ,.-,.- .. "..,..".q..... ',. .' ,.,', . :d 1:<11 ::..~ ,~~ l ...,~' ','I;!:" "'d' , 10 ... ';~',~'" "'1"."'1/A" ~p," ~ V " al~ 1,1, l."t'lllti,' 'I 'j " ,rI!: '. : ;L -'BiIIIJII_:~':::!.. " ~V:"l':":':ii~~:;'~ : ~~~ ~~: :' jj:..~~~ "",' ~Q&.iI _c '.",., 32Xlo', III_J~'~ "--dliIiIIill!.ti v- -- Z < . :J:I- I-as ~~1 Wu, -'0 Uo WWl ~~l enLL -0 ~~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, WW, ~5'1 Uen 0- o!:: ~~i 1-- !:!:b Z wr,n ~~! o ' Z G D~te-Time= 02-23-1990 09:48;34 Sensors: 4 H~rtz: 25 Location: OSPREY RIDGE DRIVE Temp: 36F PAVE Operator: BRANNAM Force: 1.30 Comments: OAK BAY RD TO MP .10 Note: 1ST TEST LANE ONE MP .025 .~~ 1 1 1.. 27 28.0 2.68 1. 70 .tJ1, 2 1 1.30 22. 5 2 . ~14 1 . 34 ...", 3 1 1. 28 22.4 2. 32 0 . 89 Note: LAST LANE ONE MP .10 .,04 11.3228.1 2.15 0.80 0.23 Note: 1ST TEST LANE TWO MP .08 '~4 2 1.27 22.4 2.06 0.84 0.28 Note: .06 .0":;. 2 1.26 28.0 2.05 0.87 0.25 ~~2 2 1.34 22.4 3.60 1.34 0.74 Note: LAST TEST OSPREY RIDGE DR .~1 2 1.22 28.1 1.63 0.87 0.37 0.6~' 0.4,5 0.21 ;r'" I i '! o ( .', " ,C= ._~-~' ~~- ___'M,..:......... DI/_IiII_---..._~ 0.38 0.10 0.11 0.12 0.11 0.14 0.51 0.14 o o .. )- o l _"~~~.;. {*~.4,:~{;~~I::'~:~L\~~;':~~;~~;g~ 1"" .. ~' "'"' .d l~. ,'" , I o o .1"""'" I I I .. ~.~..~ -- Z < . :J:I- I-as ~~; Wu 08 en wI' fn:J: ...II- V) u. ' -0, :E~ ~::; LL< !!la :J:w I-:J: ZI- ~ :=, ww; ~5-\ Uen 0- o!:: Ww :J:u ~[3 Z wen u- -:J: 5'"' Z ,r' '0 o C-o"'-- =.: 'L R Dat~-Tin\e: 02-23-19~O 11:38:42 Sen~,ai-s ; 4 o o .. Her-tz: 2~1 Location: SWANSONVILLE RQAD #514009 1990 RD RATING Temp: 45F F'e'lVE Operator: BRANNAM Force: 1.30 Comments: .20 EAST END - .20 WEST END Note: 1ST LANE TWO MP 3.2 1 2 1.37 22~4 1.57 1.07 0.45 0.23 2 2 1.38 22.6 1.59 0.65 0.39 0.24 ) J Nel tE'; I"IP 3.0 3 2 1.27 2206 2~19 j.22 0.69 Not.e; MF' (1.2 4 2 1.23 28.2 1.80 1.15 0.64 5 2 1.29 22.6 5.94 4.03 2.45 Note: LAST TEST LANE TWO MF 00 6 2 1.29 28.2 3..23 1.02 0.66 Note: 1ST LANE ONE MP ,05 6 1 1.35 22.6 1.25 0.81 0.56 5 1 1.37 22,5 4.27 2.48 1.61 Note: MP .25 4 1 1.36 22.5 2.23 1,48 1.11 Note: MP 3.05 3 1 1.35 22.4 2.28 1.38 0.63 2 1 1.35 22.5 1.86 0.83 0.44 Note: LAST TEST SWANSONVILLE RD 1 1 1.32 22.6 1.04 0.78 0.71 0.23 0.47 1.:'19 0.43 0.4.1 0.80 0.67 0.30 (l.f)8 O~27 ClI'tt'- .",x Ol'ttt- ..,.". I I o l ;:-i;;~E[lt:f~" :~~ii~~,i;'~;~;L~:;~"~~~l_P c ., ,: ~':- ~lIiWIJJ~~.;;.:'::"::I~:: .,.....l___ ti~.b.dllLII:i~]~ .- I o o 32xlo' ~_*"i':":':.:::.;;....;.;;;:.~._...,~,.~~;~..;..~~ o - o .. o Z < . :J:!z I-w 0:: :E, <( ::J\ wu ...Jo Uc en : ~~\ ...JI- CJ)LL -0, :E~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 ZI- WWj :E ::I,' ::Ie, Ucn 0- o~ Ww :J:u 1-- !!:13 Z wen U- ~~ o Z PROJECT SCHEDULE PROJECT t');::JK ff'/Jo./ ~ 0 CRfi 8/2 YEAR /990 PlANNED 11/1/11/1//1//1/ ACTUAL \\1\\\\\\11\\\\\ o ELEM, DESCRIPTION JAN FED MAR APR MAY JUN JUL AUG SEP OCT NOV DEC .111 P,.hminaty Engin..,lng .112 Survlylng ~ WN//N" ///1 ,116 c.'ign/Dralling .121 eonl"UCllon Inl_"on 1/// ,200 Righi 01 Way .300 eonll, (Day LaboI) .310 eonll. (ConlllLCt) r'''///o '///. //-" .912 P,oJect Administration _. ~!!< HOURS PLANNED!~CTU_~ ___ _ _ _'.' -- ~- ~.. ELEM, JOD TITLE/RATE JAM FED MAR APR MAY dUN JUL AIJG SEP OCT NOV DEe . ,) ',"" o o o - o .. I ( t) o PROJECT: CROBI2. 0Al< BAY ROAD SROWTH RATES BASED ON MDT ROAD NAIlE WEISIITED ANNUAl AVERASE OVERALL INCREASE 19BI I 19B2 I 1983 1 19B4 1 1985 : I9B6 1 19B7 : 19B8 : 19B9 : 19B91 :ANNUAL AVERASE: RATE BASED ON I'EXPRESSED AS A : : SROWTH RATE1:EARLIEST TO PRESENTI PERCENT 1-----------------.----------------------------------------------..-----------.....---------------------------------------------....-..----...---------..-..------------l :NALKER WAY : IRATE/YR. FOR PERIOD 1 1 :OSPREY RIDSE DRIVE I IRATE/YR. FOR PERIOD: I ISWANSONVILLE RD. I IRATE/YR. FOR PERIOD 1 I 10AK BAY RD. IRATE/YR. FOR PERIOD I I I I 1 1..---...--..--..--....-..-----.............-.....----..--..-----..-------..---....-....----..............--............----....--..------....----..----....--.....-..--....-......-....-....------------..--------....-..---..---..----........-1 1T0TAl AVERASE SROWTH RATE FOR PROJECT (WEIBHTEO BY TRAFFIC VOLUNE) I 12.7711 10.4911 219.51X1 393 I I : I 1451 : 2337 I 2027 : 16.561: 15.B71: 324.8411 18.381: 26.9111 -13.26% : I I I I : 406 : 302 I -3.6511 -3.6911 -23.161: 3.311: -4. BI1I : 1 122 : 250 I 12.701: 12.7011 204.9211 I 12.7011 : I 1 I I I 718 : 666 I 739 1 3B9 1 B19 : 622 I 17.4U1 1.7511 112.891l 30.3111 -2. 47X 1 10.961: -47.36%1 110.54%1 59.901 I I : I I I 1 1163 I 1414 1 2217 1 2623 1 10.6311 9.8311 192.7311 -14.5511 6.7311 25.2m 18.3111 I I : I 1 :PARADISE BAY RD. 1 IRATE/YR. FOR PERIOD 1 624 I 551 I I 1 1361 I I -FRON TRAFFIC REPORT BY PARAHETRIX ~ (~"'..,._- -'::" ....... "~ c ,- ......._.--~ '. , ::-3 Z):~.I';~,:, .;~.~' " """ , .. I ' . "9,,,,-,, ";.,':'"",..",.,,...,.., ,- ,'''' "0 . _ - ,"_'< .-.;'. t ":/," _ __.:,',\<.::'?~r:.:;<:~~:f,~" !,:!}";\<<::)L',':_::";<:\':::i"~ \:':,";,'::,., '::1' :"~_ ,-:> " --'lit :.:::;,.~;:........~.- ~,",,)~~"ioR;I" ""~Iooii~i"'~~1~ ~1',~;:;';:~. 'dili'liIl. 'llilll '32XI 0" ... """"lIlillllll1lll ...... - 'i' I, TRAFFIC COUNTS ROAD NO, ROAD NAME .. o o ( MILEPOST 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 --sooso9-T'uNCAs-RO~-------------O~Ol--------'----------i3-'-----------------75-------'--------------------- 500609 DISCOVERY 8AY CEMETAR 0,01 21 500709 E. UNCAS S. 0,01 11 500809 lODGE RO, 0.9 501109 OLD GARDINER RD. 0,06 501109 OLD GARDINER RO, 0,3 501109 OLD GARDINER RD. 1.15 501409 OLD GARDINER RD, 0,05 501409 OLD GARDINER RD. 0.4 501409 OLD GARDINER RD. 1,08 501409 OLD GARDINER RD, 1.52 501409 OLD GARDINER RO, 1,73 501409 OLD GARDINER RD. 3.54 501709 RONDE LAY RD. 0.39 501809 MOA HILL RO, 0.11 501909 OLD SCHOOLHOUSE RD. 0,06 502009 GARDINER BEACH RD, 0,05 502009 GARDINER BEACH RD, 0,17 502009 GARDINER BEACH RD, 0.54 502009 GARDINER BEACH RD. 0.64 502009 GARDINER BEACH RD. 0,72 502009 GARDINER BEACH RD, 1.46 61 502009 GARDINER BEACH RD, 1.65 103 502009 GARDINER BEACH RD, 2.11 502109 SUNSHINE DRIVE 0.02 502209 GARDINER CEMETARY RD. 0.06 502309 DAISY KING LANE 0.01 502409 EAGLE CREEK RD. 0,02 502509 DAISY KING RO, 0,02 502609 FARNSWORTH PLACE 0,02 502709 BRODERS RD, 0,05 502809 CRAW RD. 0,03 502909 SANOYSHDRE RO, 0,75 503008 LARSON LAKE RO, 0.15 185 503008 LARSON LAKE RD. 4.02 503109 CENTER CEMETARY RD, 0,01 503209 FAIRMOUNT RO, 0.39 503309 MCMILLEN RO, 0,01 503409 BELFRAGE RD. 0,01 , 503509 OLD BEAVER VALLEY RD. 0.01 503609 PARADISE BAY RD. 0.07 62. 503609 PARAOlSE BAy RD, 0.36 503609 PARADISE BAY RD. 1.52 503609 PARADISE BAY RD. 2.22 503609 PARADISE BAY RD. 2.78 503609 PARADISE BAY RD. 5.85 503709 MERRIDlTH S1. 0.01 503809 JOAN RD, 0,01 503909 WHAnlEY LANE 0.01 501lO9 FAIRMOUNT HILL RD. 0.06 504209 MADRONA VISTA RD. 0.01 ~ /'/;", I /J,."t:16,j 1I'I.:fbta r' Sf' -,'IoJA'''II,('/I/t. Z < ' :J:I- I-as 0:: :E, <C :Ji Wu -'0 Uo ~Wl w:J:, -' 1-, enLL -0, :E~ <- 0::-' LL< !!la :J:w I-:J: ZI- ;:0 Z 1-, :E !!s' ::I Cll. Uen 0- o!:: wW' :J:u 1-- !!:b Z wen u- ~~ o Z 55 84 138 60 ., s; ~ 'I ~ 73 I, ~, ,,.'''''' I , J '0 o \'. ,(~~....._...-s ~p '. 30 50 219 182 10 97 20 20 10 838 .88 us 298 399 98 7 10 69 33 [- I'IJ~."'~ '1iloIII ~Jt;~:.) .... M UllIIIi<lIIII. .--... "j I "_I. '_I.I:lIIIlI._ ,.0 40 159 130 35 12 12 1451 1038 961 54 30 90 20 40 90 24 1738 13.2 1200 '^)';If~:"""!'j/;~l ,{;,,-;),',' ,:;' 78 131 68 59 53 118 59 161 143 143 80 146 137 14 78 83 124 282 115 127 156 200 19 51 10 109 36 100 120 90 94 42 169 232 238 229 283 43 54 2337 I!cnlt- 1767 1101 34 64 pBoe 4 . . i;.......i'.'i ::~i~:;~i,;:,:'/':y;,"':j-;<i~...~,,;' --- .liL-- .t.- J~!"!L"'~""'" ~ } I' , '. :i 1 10 I o o ~....,. .. 32x 10, ~"~lJl!i111 "1IIiII - Z < . :J:I- I-as ~ ~: Wu ""'0' Uo U) w; ~~I enLL - 0, W ' :E>- ~~ LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, WWj ~5'\ UUl 0- O!:: WW; :J:U ~[3 Z wen U- ~~! 0: Z , , '.r' o o Q".. Jad.L.&lJlIIl.IM.lI ,~--- --.. T o o .. ( TRAFF IC COUNTS ROAD NO, ROAD NAME ( MILEPOST 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 --5oi309--sT.iRK-Rii~----------------o~oi-------------------i3_______________________________________________u_ 504409 OLD STARK RD. 0,01 16 504509 SHERMAN RD. 0.01 10 504609 HAR80R VIEW PL. 0.01 10 504709 LINDA VIEW DRIVE 0.01 1 504809 RICKY BEACH DRIVE 0.01 3 504909 KILLAPIE BEACH RD, 0.01 5 505009 HUCKLEBERRY LANE 0,01 53 505109 TERMINATION POINT RD, 0.01 86 505209 SEVEN SISTERS RD, 0.01 40 505309 TEAL LAKE RD. 0,04 437 505309 TEAL LAKE RD. 0.18 55 55 505309 TEAL LAKE RD, 3,41 73 505409 SHINE RD, 0,06 123 505409 SHINE RD. 2.3 81 505509 ANDY COOPER RD. 0,65 24 505609 W. FIR ST, 0.01 5 .05709 E, FIR ST, 0,01 20 505809 W, CEDAR ST. 0,01 16 505909 E. CEDAR ST. 0,03 41 507009 W, MAPLE ST. 0.01 56 507109 PETERSON RD, 0.01 20 507209 E, BOAT DRIVE 0,04 39 507309 W. BOAT DRIVE 0,01 53 507409 PINE ST. 0,01 7 507509 YEW ST. 0,01 7 507809 HIGHLAND DRIVE 0.04 496 507909 MUIR CT. 0.01 10 508009 OLD EAGLEMOUNT RD, 0.08 92 508009 OLD EAGLEMOUNT RD, 1,74 33 508109 CAMERON DRIVE 0,02 107 508209 LUDLOW BAY RD, 0.02 108 508309 DUNBAR CT. 0,01 3 508409 OUNSMUIR RD, 0,01 8 508509 FERNRIDGE LANE 0,01 5 508609 RAEBURN CT. 0.01 3 508709 DEER HOLLOW 0.01 10 50B809 ARGYLE LANE 0,01 3 508909 SOUTH 8AY LANE 0.01 30 509009 WEST LUDLOW BAY POINT 0.01 10 509109 TALA SHORES DRIVE 0.05 94 509209 PHILLIPS RD. 0.01 20 509309 GAMBLE LANE 0.01 23 509509 PHINNEY LANE 0.01 23 509709 HELM LANE 0.01 7 509809 DREW LANE 0.01 16 509909 PUGEl LOOP RD. 0.01 92 509909 PUGET LOOP RD. 0.32 86 510009 WALKER WAY 0.09 393 406 510009 WALKER WAY 0,71 245 510109 OSPREY RIDGE DRIVE 0.02 122 / ('p,.., ",,'fl!;',) "r,?i/'T' S',' /1<I;,uf.rrl'l( : ': ~, ~ ~~iJ ' UIlIJ:d.JIJ1III "'__llIu.............. ~. , '~ Q."!.:",,, . ~ '~:- Jj;'--;" .. ~. . ~';~~t::hMI:I'--" p 69 570 71 146 98 190 18 620 12 70 80 20 71 dO?t. 2# page 5 , I .':';;:~;:1;;.:';:;.:."~::,.., ":., ... ,. .. ) , I 0 ,~:;y~'I!,;jw~:~b~=~:~::~~~~;~; I o o 32>< 1 Eli .........IIIWlM'"". " 'Jillllililllll v- - Z < ' :J:I- I-as ~~; Wu -'0' Uo en > ffi~\ -' 1-' en LL' ~O: ::;;~ ~::; LL< en::l _0 :J:W I-:J: ZI- ;:0 Z 1-, WW1' ~51 Uen 0- o!:: ~~\ 1-- !!:b Z wen' u- -:J:, b.....: Z ~r'"' o o , " r o o .. c <. TRAFFIC COUNTS ROAD NO. ROAO NAME MILEPOST 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 ~ " '5io209--CRESSEY-i:ANE-------------o~oiu-----------------io-'-----------------35'---------------------------- 510309 MACHIAS LOOP RO, 0,01 17 60 510309 MACHIAS LOOP RD, 0.3 15 510508 EAGLEMOUNT RD, 0.25 188 221 220 510508 EAGLEMOUNT RO, 0,47 239 510508 EAGLEMOUNT RD, 5.25 250 251 271 510609 OLYMPIC LANE 0,01 7 20 510709 RAINIER CT. 0,01 3 10 510809 GOLIATH LANE 0,01 16 510909 RESOLUTE LANE 0,01 20 511009 CAMANO LANE 0,01 23 511209 TOPSAIL LANE 0.01 7 20 511309 MAINSAIL LANE 0.01 10 30 511409. RAINIER LANE 0,01 106 180 511409 RAINIER LANE 0.31 70 5",09 RAINIER LANE 1.21 127 511509 SLOOP LANE 0,01 3 511609 BARQUE LANE 0,01 3 511809 CLIPPER LANE 0,01 20 512009 SCHOONER LANE 0,01 5 40 512109 EVANS LANE 0,01 2 20 512209 TYEE LANE 0,01 3 40 512509 TALBOT WAY 0,04 103 512709 THOREN RD, 0,01 13 30 512809 EMBODY RD. 0.01 80 513109 FRENCH RD. 0,01 10 10 513209 N, SANDY SHORE RO. 0,01 30 70 513609 WREN CT. 0.01 10 513709 WERNER RD, 0,01 102 190 513909 REUBEN JOHNSON RO, 0.01 7 47 514009 SW~NSONVILLE RD. 0.06 106 263 234 320 294 514009 SWANSONVILLE RO, 3.04 551 718 666 m 389 819 514109 WEST VALLEY RD, 0,02 1517 2190 935 1007 2814 514109 WEST VALLEY RD. 0.34 504 518 683 514109 WEST VALLEV RO, 0,93 534 514109 WEST VALLEY RO, 1.78 277 514109 WEST VALLEY RO, 2.42 431 514109 WEST VALLEY RD. 4,44 228 514109 WEST VALLEY RD. 4.68 130 514109 WEST VALLEY RD. 5.4 53 140 102 158 514209 MARGARET WAY 0,01 30 65 71 516009 EGG ~ I RD. 0,61 161 139 293 132 123 516009 EGG ~ I RO, 0.75 79 284 m 516009 EGG ~ I RD. 3.16 260 516209 W, EGG ~ I RD. 0.05 50 170 517509 Gl8BS LAKE RD. 0.13 100 81 517509 GIBBS LAKE RD. 0,8 81 519009 OEAUSlTE LAKE RO, 0,03 ' 20 21 520009 VAN TROJEN RD. 0.02 18 100 100 110 124 102 521109 OLE TORKELSON RD. 0.01 25 35 521809 WADE'S LOOP RD. 0.01 60 106 .~. rl'l'~ t;if'o/(,I.! RFIM,. p,/ t'ilPIC'O:"n"'IJ( /9,,11- ,d>z.'Z-~ ~ ( ~ q -1, ~ <: 11 page & , j ;) ',"'"".t,,,"',,',,',),..,., '..,.,.."..,....,', I &, (~",:>,i,;;:." "'I . " . 0 ~~ ',.',. "',,i;i:'.,;,i~:.:::e!/("tq;:":},..;';:j,'i,t.:'v>-. ,';:' ,/,":,;'..:,...":,' rt' n 'J'I" .,', ~ I " \:.,,; .. ... 'l''')!'''~ .tt"~iLjlllllll~";"'~;;'j,.;~11 C' .;-~~.~- I~' ~, ::~ '.." ) ""'-1Ol.........~~1b 1_~""''''W1I4111. dllll._IW&.....-...... I o o 32>< let ~._.."~. v v - , i--- . TRAFFIC COUNTS Z <. :J:I- I-as 0:: :E. ~::II -,u uO en 0, en wI w:J: -'I- enLL -0 :E~ ~~ LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, ~~,l ::I 01 U en, 0- O!:: ww; :J:U' 1-- !!:b Z wen u-, ~~i 0: Z ROAD NO. ROAD NAME .. o o ( - - MILEPOST 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 --5i2909--EXPLiiRER-LANE------'-----0~O;--------------------------iO------------4'-------------------'--------- 543109 L1BBYCT, 0.01 30 35 543309 GROVE CT. 0.01 10 543509 PATHFINDER LANE 0,01 60 543709 ADVENTURER LANE 0.01 20 544109 BALDWIN LANE 0,01 40 545109 CONDON LANE 0.1 200 545509 MONTGOMERY CT. 0,01 60 546009 POPE WAY 0,03 233 54B409 MAPLE LANE 0,01 90 549309 OLYMPUS BLVD. 0,02 2B5 m 549309 OLYMPUS BLVD. 0,72 90 550909 VERNER AVE. 0.01 100 552909 CAREY CT. 0,01 30 555609 SIMPOKES RD, 0.01 5 557409 BAYSHORE DRIVE 0,01 60 557709 MCKEEN RD, 0,01 30 557909 PROSPECT ST. 0.01 40 558009 MATS MATS BEACH RD. 0.1 121 55B909 S. BAYVIEH DRIVE 0.01 90 560209 OLELE POINT RD. 0,08 66 120 564B09 BEACH DRIVE 0,07 34 567009 SENTINEL FIRS RO, 0,01 74 100 568509 OLD OAK BAY RD, 0.01 94 569908 OAK BAY RD, 0.9 1489 2294 569908 OAK BAYRD, 9.34 1361 1163 :,569908 OAK BAY RD. 10.7 703 571609 YARR-JOHNSON RD, 0.01 573409 OAK RD, 0.01 574309 HILLER ORIVE 0.01 574609 PORTAGE WAY 0.01 574609 PORTAGE WAY 0.1 576409 WASHINGTON LANE 0,02 578309 CLEVELAND ST, 0.06 578409 S. OLD FLAGLER RD. 0,01 578509 INDIAN ISLAND FERRY R 0.09 578609 INDIAN ISLAND ANNEX R 0.02 580609 BEACH RD, 0.01 581709 BALDWIN LANE 0,01 583809 MOEN RD. 0.01 584B09 RENIER RD. 0.01 585809 GARDEN CLUB RD. 0.01 587009 STRAWBERRY LANE 0.01 588209 JANSEN RD. 0.01 589609 MEADE RD. 0,03 591B09 SMITH RD, O.OB 592009 GRIFFlTIl POINT RO, 0,06 593009 SOUND VIEW CEHETARY R 0.01 593509 BEVERIDGE LANE 0.01 593809 E. BEACH RO, 0.05 593909 E, MARROWSTONE RD. 0.17 ',T'" 30 134 10 o ,~ lX')it I (}l':"::/(.-.A..J R.1!f1.v.'r 8"11 ~""tll,.-rJ.'o< 20 640 91 20 40 20 10 226 17 154 20 126 71 24 59 236 83 71 106 150 60 60 65 50 25 3D 52 94 2122 1414 6B5 83 59 130 59 2217 U,Z3l- 1006 B8Slt 44 15 147 214 I o 35 3D 20 50 30 142 24 130 59 24 177 35 o 214 136 249 pao. 8 ,.~,~~_.~:.. ..~..:~;'~~..~~~;~li~~~~~~.. 32><10 ,.C. "_;,~;". .~' _iii ,C":' "0- '~.-~. ,..'.....- .Mi~_~.'~.~ ~,~~, 24 -- Z < . :J:I- I-as ~~: Wu -'0 uo IJl ' :il~i -'I- IJlLL ~O, :E~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, WW1 ~51 Uen 0- 01- w~i :J:u' 1-- !!:b Z: wen ~~i o ' Z ~r" o o - o o .. JEFFE~~ON COUNTY DEPARTMENT OF PUBLIC WORKS \ --J--':~'/' . ,tl'''f,;.:.?"" . :~~~=. .."'I;"~~.r . ~( ;J A~tt't ';"C>-:. ! .'r 1820 Jefferson Street P.O. 80x 1220 Port Townsend. WA 98368 (206) 385-9150 March 20, 1990 Gary A. Rowe, P. E., Director Robert G. Nesbitt, P.E.. County Engineer David Cunningham Vice President, Land Use Pope Resources P.Q, Box 1780 Poulsbo, WA 98370 Re: Oak Bay Road Improvements Dear David: Thanks for the meeting on Tuesday, it helped in finalizing the plans for the project, My understanding, in regards to the proposed sewer, is that Jefferson County will show the proposed improvement on the project plans and include the necessary items in the construction contract, with Pope Resources reimbursing the County for the sewer improvements. After award of the contract, but before the actual construction begins, Pope Resources will provide a letter of credit with Jefferson County as beneficiary for the estimated costs of the sewer installation based on the plan quantities and the unit bid prices for the various items involved. The final cost of installing the sewer shall include, in addition to the specific sewer items (manholes, pipe, etc.), a portion of the construction inspection and supervision. The County will keep accurate records of the actual amount of materials used and time required so that we can present a fair accounting and oost of the completed sewer installation for final payment at suoh time as the sewer work is oompleted satisfaotorily to the County. Pope Resources shall provide payment with in 10 days after receiving the County,s invoioe. In regards to any required right of way to be aoquired from Pope Resources, the County will prepare all necessary oonveyances and documents, and record them after they have been properly executed. Pope Resources will donate the necessary right of way to the County, If this is acceptable, please indicate by signing below. If there is any questions or concerns, please do not hesitate to contact me, Once again thanks for the cooperation and help in putting the project together in a relatively short time for two bureaucracies with plenty of other projects to occupy our time. ~Icere~y, , ~ d~ ruoe Lie, Project Coordinator t5:.epted: ~f4 ~., For~op~,o.- C ~C[Lt'-C... ~I TTtIe--- ------------~ xc:Bob Franklin, Parametrix Greg McCarry, Pope Resources Larry Smith, Uti! it,ies 11anager Al Fure, Triad Associates CROB12. Corres. 100% Rocyclod Papo' c:-;.........~..~-- . ."~:~ ) ',;'-""(.::,. ef',. "'-\:I- .. ""'\, "",,.., " ' b.I~' .">~ ~1~~--~_ =~ h~ :~~: :-:~ ~~~ wtalllll. _..............' ".....~ lrl.~U 10 11~~1I~!!'~~~1"'"~"'" '':'' " ,I I o o '" ,.-..... 32 X IIJ iIIIIMlI ' _ V' .- z < . :J:I- I-as ~ :E, ~a; uO o en wi ffl :J:l -'I- enLL -0, :E~ ~::; LL< !!la :J:w I-:J: ZI- ;:0 zl- WWj ~5\ Uen 0- o!:: ww: :J:u 1-- !!:5 z woo u- -:J: 5f- Z 1- ':r 2. 0 3. 4. o o o .. ( , >' I' \ JEFFERSON COUNTY-CITY OF PORT TOWNSEND SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT EXEMPTION WASHINGTON STATE SHORELINE MANAGEMENT ACT (RCW 90.58) PROPONENT: Jefferson County Public Works Department DATE ISSUED: July 16, 1990 CASE NUMBER: XMP90-0033 PROPOSAL: The proposal is to repair and maintenance of CR0812 (Oak Bay Road). Within the shoreline jurisdiction this will be limited repairing of an existing cross culvert which directs runoff from the county road ditch into Ludlow Bay. The development is proposed to be within Ludlow Bay of Admiralty Inlet andlor its associated wetlands. LEGAL DESCRIPTION: Oak Bay Road from mile post 8.40 to mile post 9.61 within Section 9, 16, and 17, Township 28 North, Range 1 East, WM. FINDINGS: 1. The proposal has been reviewed by Jefferson County as lead agency in accordance with the Washington State Environmental Policy Act, A determination of non-significance was issued for the proposal on May 21, 1990. The determination states that the anticipated environmental impacts have been adequately addressed in the environmental checklist and the preparation of an EIS is not necessary. 2. The proposal is consistent with Section 3.402(6) of the Jefferson-Port Townsend Shoreline Management Master Program. It is the normal maintenance of an existing lawful structure. CONDITIONS: This approval pertains to Jefferson-Port Townsend Shoreline Management Master Program requirements only. The approval of any other agency with jurisdiction or any other required permits shall be obtained prior to undertaking the project. Work within the jurisdiction of the shoreline program other than described above shall receive separate review and approval from this office. No fill or other material may be placed irl the waters of intertidal areas of Jefferson County or the City of Port Townsend. An, oil/water separator shall be added to the existing drainage structure. NOTICE: This exemption does not excuse the proponent from complying with other local, state, and federal ordinance or statutes applicable to the proposed development. (- -~_. .,..- :-_,.;,i~';~_',..'.:,_:i' :1,'; ~~ :,',,, "i'-"-I.' , IIJ.__.-..~Hi~....a -.... --- -hI _.:~~ , J"'.... __.....J_ . _,"d}'d.lllli ()'f;C;~ t" 1.Ll:.:ll,..JIIllIi - if l I :i I ~ ~ \1 ! it * ~ }t ;-:i iit. ~i :I~ ,". ,~ I .J '~ :t '(, ~" ;~ .J f I 10 -'" .... -- I o o 32 X 10 '-' w. -1llIlIIlI..... - . ' t. Z < ' :J:I- I-as ~~; Wu -'0 uo OOWj' ill:J: -' 1-' OOLL ;:;;0, :E >' ~~ LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, wWi ~5\ Uen 0- c !::, WW: :J:u 1-- !!:b Z WOO u- ~~ o z .,r" o o C;"];o.. <Y n ;~ ,.. i:':.::-".~,:Dr;:; 0 y;' .~ .r, vOl..i/4?';(;E ~7:1 g . -;1.,. '\..> OF Cfll:.:tti. fl1:;;"';'D5 .JQ~ ~ f) ,~~GU:ST ~ . ;~ ~AH /I: ,~8 ~ i z.~ :1 Si i I I ,'~ o o .. .' 333254' PERMIT i.-~ t~;/ RJ /": :";t2C~!:tt' VI-I F!J:.)I".:\ CC~L'Tv (.J1!"iJT("I';I In the Hatter of Oak Bay Road, Project CR0812 i:r~D~'~~~'rYh KNOW ALL MEN BY THESE PRESENTS, That the Grantor. POPE RESOURCES. INC. for and in consideration of benefits to accrue, grants to Jefferson CCM6Ity end its assigns, the right, privilege and permit of ingress and egress over. across. end upon the hereinafter described lands from the date hereof U'\til December 31, 1991, For the purpose of: Relocating the pedestrian walkway as shown on the Plans for the Improvement to Oak Bay Road, Project CR0812, The work includes removal of a portion of the existing walkway, clearing and grubbing, grading, placing crushed screenings, placing asphalt concrete walkway, and seeding, fertilizing, and mulching, Said lands befng situated f"Jefferson COlA'\ty, Stlte of \lashington, and described as follows: That portion of Government Lot 2 of Section 16 and the Northeast 1/4 of the Northeast 1/4 of Section 17, Township 28 North, Range 1 East, W,M" lying northerly of the Oak Bay Rd., Co, Rd, No, 569908 described as follows: Beginning on the northerly right of way of said Oak Bay Rd" being opposite Highway Engineers station (hereinafter referred to as H,E,S,) 478+50 on the centerline of said 9ak ~ Bay Rd" as shown on the right of way plans for the Oak Bay Rd. Improvement, Project No. CR0812, approved June 25, 1990, and 30 feet northerly therefrom; Thence northwesterly a distance of 40 feet to opposite H,E,S, 478+50 and 70 feet northerly therefrom; Thence S 42.09' 43" W, a distance of 55,90 feet to opposite H.E.S. 479+00 and 45 feet northerly therefrom; Thence S 57025"02" W a distance of 50,99 feet to opposite H,E.S, 479+50 and 35 feet northerly therefrom; Thence southwesterly parallel to said centerline, a distance of 150 feet to opposite H,E.S, 481+00 and 35 feet northerly therefrom; Thence southeasterly, a distance of 5 feet to the northerly right of way of said Oak Bay Rd" and being opposite H,E,S, 481+00 and 30 feet northerly therefrom; Thence northeasterly along the right of way of said Oak Bay Rd" to opposite H,E,S. 478+50 and 30 feet northerly therefrom and the beginning of the description, ~ paqe 1 of 2 AUG 0 2 1990 C~=_..,,- ~. - --;c- 314: 11":'503 ~ )...,,,.....,,.,"',.,,..,' f) /"'c;'", '. '",..,.".. ~'J":' ":,,,,~t'" .,", ;',<"\::I/'!:,::';i\i::{<';~"i,<;~' ,.._ ..;...;...~........'" " ,;..:.:to....~Il~~~'~__.. ;::',,',':.,,>.:,;.",,:,., --:-="im&WIJ. VOL .. "-,', - '~.&ll_...::l1 .,.......--.. '1. '~ . .......;'-'J'MMIin.....'..............._~ ........ f~ t ~ .1.' ~ '1 10 I o o 32 xlo, - Z < . :J:I- I-as ~~1 ~g Uo en w' ~~l enLL -0' :E~ ~::; LL< !!la :J:W I-:J: ZI- ~~, WW' :E ::1,1 ::10 U en' 0- o !::' ~ lj: ~ [3: W~ U- -:J:I b....' Z ~,r"'" I i , 10 1o..L..i........ - , ,~ ' o o .. (,", $ I i :~ It la orderatoed and Igreed that tha delivery of thla Penalt la hereby tendered and that the tenna Ind obllgetlona hereof ahlll not _ome binding l.IpOI1 Jeff.raon COl6lty ....1.51 and until .ccepted and IpprOVed herlOln In writing for J.fferson COUlty P.mllc Worka Depart..."t by Ita Director or hla ....Iy authorized repr-eaentat Ive. . Accepted and approved: Dated thla '2.7.> D.y of Cf~ , 199.Q... JEFFERSON COUNTY Department of Public Works POPE RESOURCES: ~. J4 (E() 8y,4~~~ Tftl.:~!""I''''''A\.J ~Gt'AJII!4It.JP T } ~ State of \lashlngton County ock>it~~ on thla ~~-,:.Of to me known to be the f POPE RESOURCES, INC., thlt ..ecuted the for.golng Instr.....,t. and acknowledged aald lnstr.....,t to be the free and voluntary 'lCt and deed of alld corporation, for the us.. end ""rpo..e th.reln ....,tloned. and on oath atoted that ~.J LJ.) .uthorlzed to ..acut. It'd 'nstr....nt and thet, the aeel .fflxed I. the corporat. ...1 of IIld corporation. l: .a , Given order WIf hand .nd offlclol ..al the day and yeer lIe cJ ...<,....~'u E /j~.~/.'.. ,,' )." .......... ..,"~ .:' .~. ,'~,"DIi ;,'",,".,..\ i' .l~OT409 +~ \ o;r, s ','~' "',.."1-,,.,,,,,, I , u ~","'... = \ '~ "(/S'L\e .. i ~ ~ '. ':0. ..~"'~" 'l- " a i " ~t'" D .. 9 ,,- A.; ~ '0. '0 ...........~ff........... """'; tl ,\ r. \\ \,\\\'\i """"1'1"" \c~~-"~~. Page 2 ot 2 VOL 314 !'~.:r504 I~ /"", ~~'~"~.~I~..b:~~" -L....~ I o o "',\',.'. . 32',x' I 0; ............. z < ' :J:I- I-as 0:: :E, < ::I, Wu -'0 uc (.f'J w: ~~I enLL - 0, W> :EI- ~::; LL< !!la :J:W I-:J: ZI- ;:0 ZI- W W, ~5' Ucn 0- o!:: Ww :J:u ~[3 Z wen u- ~ :J:, 01- Z r o o - - o o .. ~f..l\ JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jelferson Street P.O. Box 1220 Port Townsend, WA 98368 12061365.9160 1.800.424,5555 District No. 5 PERMIT PERMIT.NUMBER 754 In accordance with all applicable Revised Codes of Washington and amendments thereto, and subject to all the terms, conditions and provisions written or printed below or on any part of this form, permission is hereby granted to LUDLOW WATER CO.. 781 WALKER WAY, PORT LUDLOW, WA, 98365, to: APPLICANT MAY OPEN CUT THIS ROAD AT MILE POST 9.00 AND 8.85 HOWEVER. THE TRENCH SHALL BE BACKFILLED AS PER THE SPECIAL PROVISIONS. and to THE APPLICANT MAY PLACE UTILITIES IN A TRENCH ALONGSIDE THE ROADWAY IN OR IN BACK OF THE DITCH LINE OR ALONG THE EDGE OF THE R.O.W. AT A DEPTH OF 30", and to INSTALL A WATER MAIN ALONG THE RIGHT SIDE OF OAK BAY RD. FROM MILE POST 9.08 TO MILE POll 1.r5. County Road No. C56"l"lOA Franchise No. Mile Post ~ JOB. NUMBER SPECIAL PROVISIONS; SHOULDER TRENCH SHALL BE BACKFILLED AND MECHANICALLY COMPACTED TO 95% COMPACTION. APPLICANT MAY OPEN CUT FOR ROAD CROSSING. THE TRENCH SHALL BE BACKFILLED WITH A CONCRETE SLURRY AND COMPACTED IN 12" LIFTS. THE FINAL LIFT SHALL BE 3" OF ASPHALT CONCRETE PAVEMENT. MINIMUM COVER ALLOWED OVER WATER LINES ON THE SHOULDER SHALL BE NO LESS THAN 36" BELOW THE LEVEL OF THE DITCH. THE APPLICANT SHALL BE RESPONSIBLE FOR ANY AND ALL DAMAGE TO THE COUNTY ROAD AND RIGHTS-OF-WAY. MINIMUM COVER ALLOWED OVER WATER LINES AT ROAD CROSSINGS SHALL BE NO LESS THAN 40" BELOW THE LEVEL OF THE DITCH. THE APPLICANT SHALL NOT SET A CATCH BASIN OR DISTURB THE EXISTING 36" CULVERT AS SHOWN ON THE APPr.ICANTS PRELIMINARY DESIGN PLAN AND ALL WORK SHALL BE IN ACCORDANCE WITH THE 1991 WSDOT STANDARD SPECIFICATIONS. A bond in the nmount of $ is required for the protection of Jefferson County as set forth in the terms of the bond, No work shall be done under this permit until the party or parties to whom it is granted shall have communicllted with and received instructions from .IEFFF.R!'lON COllN'I'V PIIRT, Tn fIlORKS., This permit shall be void unless the work herein contemplated shall have been completed before 01\ 10') Iq? , In acccpting this permit the grantee. his successors and assigns, agree that any damage or Injury done to the property of the grantee or any expense incurred by him through the operation of II contractor, working for the County or llny County employee shall be lit the sole expense of the grantee, his successors and assigns. , the undersigned, hereby llCCCptS this permit subject to the tcrms lInd conditions liS herein set forth. Applicllnt LUDLOW WATER CO, For Jefferson County Date Date s '~i .1 .* "4 \~ "I; I ,:1 :::i '1 ;'.:~ .:~: )~ !r. J >~ r~' ';1 c~f ;~} '1ft' :,1 II ;t f 1 I I i \ I ...:~_...O'tt. ~....."........._..~ ,/ l. o ~=,- ~-- o :,::l ". _' ..__~. __ .m " " I 0 .. I_l... __====_ iiiiiWiiiiiiiiilll--L1_.il,...~....:L...AIAIUIIiII ______I....~~~.,....,~...................- - o o 32 X I 0 . liIID.Ib;wr-- IIIIIIIIIII - Z < . :J:I- I-as ~~i Wu -'0 uo ~~i ~ t- ~ en LL' -0 W> :E 1-' ~::; LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, WW1 ~51 Uen 0- o!::: Ww :J:u I- ~' !!:o Z wen ~~i o ' Z :r o o ( 0 L.LlJlL.Ll.n_I.....~IIIU~~~~_ T -.- ( CYlIt8ClATES April 26, 1991 Mr. Bob Henderson Department of Public Works Jefferson County Post Office Box 1220 Port Townsend, Washington 98368 Re: The Inn at Port Ludlow Triad Job No. 91-022 o o .. ( Project Management Civil Engineering Land Surveying Land Use Planning Environmental Analysis 11415 NE 128th Street Kirkland. Washington 98034 (206) 821-8448 (206) 821-3481 FAX REl,l:.~~' r;,~ APR ft 1991 JEFFEI1::l0N COUNT PUBLIC WORK~ '"'~ Dear Mr. Henderson: As discussed in our telephone conversation today, I bave enclosed an application for permit to construct an 8-inch diameter water line extension along Oak Bay Road; a check in the amount of $25 for the permit fee; and a drawing of the proposed waterline and location. Construction is to begin as soon as possible in order not to hinder tbe Oak Bay Road overlay project. Your prompt attention in processing this permit application will be appreciated. Uyou have any questions about this application, please call me at 821-8448. Sincerely, WJW Ijh Enclosures (3) pc: Ludlow Water Company AUn: Mr. Larry Smith (w/enc.) Seton Construction, Inc. (w{enc.) Aun: Mr. Bruce Seton Mr. Tony Puma (w/enc.) .r- ", ,.. .'.C...."""".'..'., ".'...,.' "';.!IUillll~:' j""'.IIlIlIIIIit~ A~ 0 i";;~':"'" ,..' , , O~(:i' ,:":-.,.,, ,.,.. '. . ",;' .-',-\._',-' ,'," _-'~':;;;::\:.,"~,::~;,;;'i':'>j-'-",.{;ii'._-,':._.-,',.', ....ullit...-4.~'~ '~~~~~ ~~~~'nw \ \ i ~ i i 1 I \ 1, I I \ l , t. 10 L ! ~:~:":.:~IIMa:d!ir' I o o 32xlo "alII.ll'lIlrl_ ntI - z < . :J:I- I-as ~~, Wu --'0 ~o 1n ~i --' 1-' enLL ~O :E~ <- 0:--' LL< ~a :J:W I-:J: ZI- ;:0 ZI- ~!!Si ::lot Uen 0- Cl!:: Ww :J:U t:~ _0 Z Woo u- ~~, o Z :r o o o o .. ...GlOW- MQ1'.IS ~ ALL WOOl _ MATE'IALS SHALL IE II ACCOItOAJlCE WI U THE LLIIl.~ "'TE' ~AlIY STAIIlAltD DETAILS SPEClflC-HIOMS fe. "'YER snTEIIS IJID TME 1990 WSDOT\Al'WA STAllDAJIl ,"CIfICATlQIIS 'OR _, UIOGI IJID IIJIIICIPAL COMSTItIlCTIOII. IJIILESS OTHEIWISI DIRECTED, tQIIIIECTlClIIS TO THE I_ISTI_ ....TER ...II(S) WILL IE _ Iy THE .....TE. DIVIS1Clll 'ORCES OR IT APP'OVEO CXlIITIlACTOI. _I THE COlIIIiCTIOIIS AU _ IT TME IlI,TER DIVISIOM fORCES. ALL COSTS '01 SAID COM.EeTIONS ,".AU . .E1....UD TO THE ""TER DIVISIOM IT THE DE1IELeIPER. COlIIECTlOIIS TO EXISTING WATER MAII($) SMALL . DEPEIIDUT UPOII THE SATISfACTORY REPOIlT CW A 8ACTERIOl.OGICAL ......LYSIS Of WATER ~LES TAItEI OM TME 11(\/ LIME. All "'PllOVED copy Of TMIS PLAII MUST N 011 TME SITE _"EVE. ClIIOSTIlUCTlOM IS II PIIOGaESS. ALL LOCATIOIIS Of EXISTING UTILITIES SHOWII MAVE NEI ESTAlLlSHElI IT 'IELO SUlVEY 01 DeTAI_ fReM AVAILAlLE RECORDS _ SHClJl.D TIIE.HalE lIE lXllISIDERED APPtlOlCIMATE OIILY IJID IIOT lIECESSAIIILY COOPlElE. Ir IS THE SOLE 'E$l'OIISIIILITY Of THE lXllITIlACTOI TO IIIDEPEIIDEXTLY VElln THE ACClaACY Of THE UTILITY LOCAT lOllS SItCIlIII AllO TO fU'llTHER DISCOI/E' All) A"~ID AllY OTHER UTILITIES. IT SKALL N THE 'E$POIISIIILI TY 0' THE COIITIACTe. TO LOCATE 01 MAVE LOCATED IT APPIIOPllIATE UTILITY DISTRICTS OR CCM'AlIIES, ALL UIIIlElGRllJIIO UTlLIrIES PIIOI TO IIEGIIll'ING COIIST.UCTlOll. A "'ElXllISTIUCTlOII ClIIO'UUCE SMALL lIE HELD PtlIOl TO THE STAlT Of lXllISTIUCTlOII. ALL IUoTERIALS USED fOR CXlIISTIUCTIOII SMALL IE IEW AlII __D. ALL MATEIIALS USED OM THE PIIOJECT SMALL IE IISPECTEO IJID _0 IT THE LLIlLOlI WATER <:a4PAlIY "'10lI TO IMSTALLATlOM. THE ~IUS SIIALL PllOVID! THE LUCL~ "'TER <:a4PAlIY WITI A CUTI"CATE Of ~TERIALS I' REClUESTED. A 5.fooT 11111_ HORIZOIITAL st:PAlIATlOM SMALL lIE MAINTAIHElI IElIlEEN ALL WATER fACILITIES AIIl UllDERGRllUIIl POWER _ TELEPNOIIE fACILITIES, IJIILESS OTHERWISE APPROVED IY THE LLOLOlIIIo\TER COMPAlIY, A 11111_ HORIZOMYAL SlPAlIATlOII Of 10 fEET SMALL II! MAINTATIIlD IETWEEI WATER IJID SEIlER 'ACILITIES. IlMERE THE WATE' MAIN CIOSst:S THE SAIIIrAAY SElIE' _ LESS THAll '11 IKHES VERTICAL CLEAllAIICE EXISTS IIETWEEI TOP Of SEIlER _ IOTTCIl Of WATER MAIM, THE SElIE' L1HE SMALL lIE EIlCASEO II lXllIeaETE. WHE'E WATER MAIM caosst:S _ THE SAIIIT""Y SEIlER _ LESS THAll ]'.0- VERTICAL CLEARAIIa ElllSTS DETIlEEI T~ Of SlWER _ IIOTTOH Of WATER MAIN, TME SEIlER SMALL IE ClIIOSTIUCTED 0lI RElXllISTIUCTEO WITN DUCTILE IROIl PIPE ICLASS 521 fOll A IIINI_ IICllIIZOIITAL DISTAIlCI! Of 10 fEET IN IOTM DIRECTIONS ,ReM THE WATER MA 1M . PRESSUAE AIlO PURITY TESTING SMALL lIE DClNI! IN TNE PIEst:NCE 01 AND _EI THE SUPERVISIOM Of THE LLIlLOW WATER COOPAlIY UGIIiIE' _,Oll HI$ .EPRESENTATlVf. NO lXllINECTIOM SMALL IE IIAOE IIETWEEN THE NEW MAIM AlII THE EIISTlNG MAINS UNTIL THE NEW PIPING MAS lEU fLUSHED, DISIN'ECTED. AlII TESTED. TEIIPOIAJlY PLUGS AND BLOClCIIG SMALL IE INSTALLED AT YME POINTS 01 COlINECTlON TO THE EXISTING SYSTEM. TO OIITAIN PROPER ALIGIlMENT, TME \lATE.L1NE MAY IE DEFLECTED WITHIN IIAIIU'ACTUAER'S ALLOWABLE DEFLECTION TOl.EIAllCES APPI<l\IED IT LLIlLOlI \lATER <:a4PAlIY. COIITRACTOlI 'MALL _IIIAT. IN T'" fiELD WITN LLIlLOlIIlATlI COMPAJlY U_11OG CIIOSIIIIG Of I'O\IER LIME. COIlTlACTOlI 'MALL P1IO\IIDI AS'IUILT Of _UOMTAL LOCATlOM _ COIIITIUC'IIOM DETAIL 'OR Ll>>LOlIIlATlR CllMPAlIY .(CoaDS. COlITRACTOlI SHALL II RISll<IIiSlILI ,oa IMSTALLING AII.VAC ASSE,.LIES AT ALL N1Gll POINTS Of T'" ITITDI IJID ILOlI.O'" AT ALL LOW POINTI, .I CONTlACTOI SMALL "IIT TRENCNING UClUIIDCMTS Of LLIlLOlf WATeI' ~AIlY Ale T'" JIFfII_ c:ou.., DEPAUNlNT 0' ~LIC WOlIU, I o o COM1.ACTOlI SMALL H IEPOMIIILI '011 I_UII ClIlT_ HEAUIII WIlICN MAY .. IIICUua'l' TO PlIVlIl SEDIHENT.LADU 1ItMOf' '11(II ~SIl" AI).lOIMIIK 011 _1I1A1l ,.-.c:tLS. THE '8. INCM AIID 36.llICI QJLl/ln _1- lllIIATM CIAlC lAY siwlMAY IlAVI VlRTlCAl. 1IIIIt, THEII'CllII, ACCURATe SLOPII AU OIFFlClJI.T TO DlTI"11II fill -1111.1 ~SIIIG ClII'L1CTS. ClIITIlACTlMI SIW.L 1_ CULVUT CIOSSING IN THI fllLD AlII ClIlTACT LLIlLOW \lATeI as.AllY III IIIGIIIIII " IIlCuuay. PREL 10 V-' - Z :2~ I-as ~~; ~g ~o ~~i ..../1- , enLL -0 :E~ ~::; LL< !!la ~~ ZI- ;:0 Z 1-, ww ~ 5~ g!!l o!:: Ww' :J:u I- ~, !!:o Z tj!!l ~~ o Z ;".. o o _dill:!!ll21! -r""- J'!'II"l'~"mIm:. l. 0 . .<III_.!Il.-WltI ...........--- o o .. CONTRACTOR TO COOR'I/INATe 1-'.1' WATeR COMPANY I"OR dt!ST r/U.O t.OCATION TO CROSS ex. P~W~R. ~ee HOTt: /I. o 'i,.' ~.iI1.wlld UllIllIL- ~dlI~ o B;;:NCH MARK 7 (1952) 1:; a standard disK,: LUDLOW NO 7 1952", set in .top of prom1nent 90-1 circular inc inera tot' tounda tion of former Pope Sawmill. It 1s 28 feet (measured along wall) E figure "1" in inscription "July 1924" which is approaching froin north, 6 feet above ground SUl northwe:;t ?f northeast one of four incinerator high waterline, Elevation: 16.20 feet above'l water, 1-8"~ 90'13cM /'8" C;V t.77~ /.F (j"FR'OM CONNt;.CTION 70 90'13e,J./1/ e ,e-OAP CR05.?ING, see NOTe 10. ~ , ",.;(~ ,( ..~~~~~~i'> .:,>, .......~-:.o.:."- 1lll1IIi.'~~.-"-" .-. - z <. :J:I- I-as a: :E\ <::I, Wu -'0 uo en , CONTRACTOR TO COOR'OINATe w/ WATeR COMPANY FOR !'J~ST I'"let.p 1..0CATION TO -:R05S ex, f7tJWt!.R, ~ec 'lore II. '-'~-"-' o _w..... 1_""""_.....:ll.IllIj,....~ o o - o BENCH MARK 7 (1.952) i:; asea'nO'ar'c:i"'(jfsk;-'st"ampea "t'U/1'l' LUDLOW NO 7 1952", set in .top of prominent 90-foot diameter circular incinerator (oundation of former Pope and Talbot Sa\~mlll. It is 28 feet (measured along wall) east from figure "1" in inscription "July 1924" which is prominent when apprcaching from nortl\, 6 feet above ground surface, 4 feet northweot ~f northeast one of four incinerator vents, and near high waterline, Elevation: 16.20 feet above' mean lower low water, , ) ~77.5 L.F erl'"ROM CONNeC TION 70 90'/.!5t;NCJ@..e-OAP CRO.s.jING. SISc. NO'Tc. 10. ~ a 0, ~ o ,.. ,..'" ,..,..'" :..<.,'":';"",.""."", , ,i":.:':~:;;;:...;.,, ,','i,' 10 ,,":, ',"':+l,:,'.}'. ::.,' ':""",', ,','C:,-<',': ,~,,-,.' ','-:: " .-. ---.IIIIrIIiIiMillrllI_lIfIIIIIIiIIIllllllll....1 ....~rIi~~~~!! "l~~~~~-....o...;..,. i " J 32X 10' v- . . - -- o -- o .. o Z < ' :J:I- I-as ~~. Wu -'0 ~o U) W; w:J:1 -'I- enLL -0 W>- :EI- ~::; LL< !!la :J:W I-:J: ZI- ;:0 ZI- ww :E ::1,' ::10', Uen 0- el!:: Ww :J:U 1-- !!:b Z wen u- -:J: bI- Z ,,,.il,,., 3 SeT TYPe .II-.54" C/3 OYeR' eX. 3';;'''CM?, ReMOJ//NG INTeRIOR.3~ "eM? K'C/N CONTINVOV.5 8. 0117 T~RC/ /1// NO ..IOINTs WITI-I/N ,5'OFC8 CeNTeR. CONTRACTOR TO AOAPT AS NeCe55ARY ON c..ITl-/eR eN.?' IF OTl-lcR .P'/.P'e MATeRIAL 15 ScLeCTc/;?, o V WA TcR j disk, stamped "PORT ~ent gO-foot diameter ner Pope and Talbot ~ wall) east from ~ptch 1s prominent when =( ~d surface, 4 feet tnerator vents, and near t above. mean lower low 90. /3e:NP c;V \ <q'.Ob ,... o " . ......--- ill. - o :~ o .. o Z :2~ I-Z w ~ :E, w::;); ...JU uO Ul 0, St:..T TV= ?eM ,,-:':.I[-.54 .. CON~;::tft,IjVTt:..,lgR CJg1;Mc~ *''' CM?, ,,/OINTS V~'" DIP T. '- r." (/N f/J,NIRA cWftffr/jb ~;;:r~~(/ C'Y~gR MAT1;jz~.f":!f' IF~J.~kNf,/;f&,S5ARY .-JL-Lt:..CTc.P. r c.- o o _, - 0, ( )) li~_'ill' ~~!. ....~l:Idn1i~- ti. . -_. -~L , , ALL "'K AID MAJ IKCIPIC,ITIOlI. ,01 I' I 0- ~....,... _I J~=--._;;:'-;.r' '" 32 X I 0 --~-, -~ I, POll, LLOLOII MOIU .... .-~---- o ..- o .. i;. )", ....., (/I9.s';2 /.;!f'.~:':/,.~,;" ) JEFFERSON COUNTY-CITY OF PORT TOWNSEND SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT EXEMPTION WASHINGTON STATE SHORELINE MANAGEMENT ACT (RCW 90.58) Z < ' :J:I- I-as ~~, ~ ~r Uo tJlw'\ ffi:J: ...JI- enLL -0, ~~ ~::; LL< !8a :J:w I-:J: ZI- ;:0 ZI- ww, ~5'\ uen 0- o!:: Ww :J:u ~[3 Z Woo u- ~~ o z PROPONENT: Jefferson County Public Works Department DATE ISSUED: July 16, 1990 CASE NUMBER: XMP90-0033 PROPOSAL: The proposal is to repair and maintenance of CR0812 (Oak Bay Road). Within the shoreline jurisdiction this will be limited repairing of an existing cross culvert which directs runoff from the county road ditch into Ludlow Bay. The development is proposed to be within Ludlow Bay of Admiralty Inlet and/or its associated wetlands. LEGAL DESCRIPTION: Oak Bay Road from mile post 8.40 to mile post 9.61 within Section 9, 16, and 17, Township 28 North, Range 1 East, WH. FINDINGS: 1. The proposal has been reviewed by Jefferson County as lead agency in accordance with the Washington State Environmental Policy Act. A determination of non-significance was issued for the proposal on May 21, 1990. The determination states that the anticipated environmental impacts have been adequately addressed in the environmental checklist and the preparation of an EIS is not necessary, 2. The proposal is consistent with Section 3.402(6) of the .Jefferson-Port Townsend Shoreline Management Master Program. It is the normal maintenance of an existing lawful structure. CONDITIONS: 1. :r' 2. 0 3. 4. This approval pertains to Jefferson-Port Townsend Shoreline Management Master Program requirements only. The approval of any other agency with jurisdiction or any other required permits shall be obtained prior to undertaking the project. Work within the jurisdiction of the shoreline program other than described above shall receive separate review and approval from this office. No fill or other material may be placed in the waters of intertidal areas of Jefferson County or the City of Port Townsend. An oil/water separator shall be adaed to the existing drainage structure. NOTICE: o This exemption does not excUse the proponent from complying with other local, state, and federal ordinance or statutes applicable to the proposed development, 1 1 1 ! 1 ~:.., -~ ~._ ,::-.=:" =~~*M 1 1~ ...=_~=r~~~~~~T\,n~u~~11~~~:~~~~;:.' ~,"~t~~~, , .IiiIIIIt , ---T--- ~: - -' : ;.:~~..:~ I o o 32xlo 111m! """'-~III-' A.1IIIiIIlllI - Z <(' :J:I- I-as 0:: :E. ~Bi. ~O' Uo en wI' ~~ cnLL -0 :E~ ~::; LL< !!la :J:W I-:J: ZI- ;:0 Z 1-, :E !!S1 ::J C~ Uen 0- C!::: ~ lj, I- ~i !!:O' Z wen ~~i o ) Z 'Y o o \., :,c:': ~ ....~~, ~...........~- o o .. c, ( Ctz.() g I Z "/)E5/G J/~ DETERMINATION OF NON-SIGNIFICANCE AND LEAD AGENCY STATUS STATE ENVIRONMENTAL POLICY ACT DATE: December 4, 1989 DESCRIPTION OF PROPOSAL: The proposal is Item No. 2 of the 1990 Annual Construction Program, Oak Bay Road, from Swansonville Rd. to Paradise Rd., located in the SW 1/4 of Section 9, Government Lots 1 & 2 of Section 16, and the NE 1/4 of the NE 1/4 and Government Lot 1 of Section 17, T. 28 N.. R. 1 E.. W.M. The pro~osal is to overlay the existing roadway with asphalt cement pavement, widen and surface shoulders, relocate pedestrian facili ties. channelization and illumination of the Oak Bay Paradise Roads Intersection. and the addition of Bus Pullouts. PROPONENT: Jefferson County Department of Public Works. NOTICE OF LEAD AGENCY: this proposal. NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that the above described proposal would not have a probable significant adverse impact on the environment and environmental impact statement is not required under RCW 43,21C,030(2)(c). This decision was made after review of completed environmental checklists and other information on file with the lead agency. Jefferson County is the lead agency for COMMENT PERIOD: There is no comment period for this DNS. -'-'---- Chairman Board of Commissioners I r , .' J r , \ J ".,.."".. ..>,"'"'' ",n I <"" ,n.,.., 0 oft ' .,., } 1'\ -\( \ '., "\ \""~,' " )j , "", ~ ..\ l~",~lj~~ \ hI 1\, ~1~" -t. '.- . ~.. """ .. """.oJ.",~~- I. L ~;J ~':::.: l.\i~~....f.",,,......... " " "" ..~................. -",,-..~.......t.I"IlI.liut..liiIHMtl.li*"'~~ '*'- ~~~~,.j~1Jir ~.~. - - I a o 32Xlo: d~~~ - Z <( . :cf- f-di ~~" Wu -'0 Uo ~~i ~ ~' rnu. -0 ~~ <(- a:-' u.<( ~a :cw f-:c Zf- ;:0 zf- ww ::E ::l,' ::l0' Urn 0- o!:: Ww :cu f-- ~b Z wrn u- i= :c, 0'" Z r o o o .. ( JEFFERSON COUNTY ENVIRONMENTAL CHECKLIST The state Environlental Policy Act (SEPA), RCW 43.2lC, requires all governllental agencies to consider the environlental ilpacts of a proposal befor~ laking decisions. An environ.ental ilpact statelent (EIS) lUSt be prepared for all proposals with probable significant adverse ilpacts on the quality of the environllent. The purpose of this checklist is to provide inforlation to help you and the aqency identify ilpacts frol your proposal; reduce or avoid ilpacts frol the proposal, if it can be done; and help the agency decide whether an EIS is required. PROPONENT:Jefferson County ADDRESS:PO Box 1220. Port Townsend. Wa 98368 TELEPHONE: (home) (business)385-9160 AUTHORIZED REPRESENTATIVE/CONTACT:Dept. of PUblic Works ADDRESS:PO Box 1220. Port Townsend. Wa 98368 TELEPHONE: (home) (business)385-9160 DIRECTIONS This checklist asks you to describe some basic information about your proposal. The questions apply to the entire proposal, including those phased over a period of time or on separate parcels of land. Answer each question accurately and completely to avoid unnecessary delays in processing this checklist. If you do not know an answer, write "unknown," or if a question does not apply, write "not applicable." Answers to some questions may require special expertise or technical assistance from qualified persons. The cost of obtaining such information is the responsibility of the proponent. Attach any additional information (reports, studies, maps, illustrations, leases, permits, etc.) that may further describe the proposal or be required by Jefferson county. contact the Jefferson County Planning and Building Department for assistance in completing the checklist and for information on the administrative procedures for its processing. PLEASE PRINT IN INK OR TYPE EACH ANSWER. DO NOT WRITE IN THE AREA DESIGNATED "EVALUATION." PROPOSAL AND PROPERTY DESCRIPTION PROPOSED PROJECT DESCRIPTION (include all factors that will give an accurate understanding of its scope and purpose): The curcose of this croject is to improve the Oak Bay Road. County roa~ number 569908. from mile cost 8.40 to mile cost 9.61 by: widening to 28' and resurfacing the existing roadwavl Drovidina right turn taners and si9ht distance improvements at the intersections: providing left ~n channelization and illumination at the Paradise Bay Rd./Osprey Ridqe Rd. intersection: nroviding a ~aved pedestrian walkway, at Swansonville Rd. intersect~gn: Drovidinq bus pull outs ~ various locations: providin9 safety inprovements including gu~ail ins~pllation and drainage features. \ ._'7;!">...,.,.,.....li..;.;'....._..."._ -1- ( ~ - c (;. ..~I~~~~!f'"!r' - 0' \,~. o -- _._ 1l..M I::tl.. ~~_AJtI.iI...IZl.....1J.HIl!~11 J:1~ ....;",,~-- tJlSIl<l LlL~~ ~ 1 1 " .~ .~ ',J .~~ ;) ,~ 1 J 7 1 * 'I '1 t . J I \ I I I , I I ! ~ 10 I o o 32X 10, ~...... JWiIIIIlt:llllllllll!lrl - - - o - () PROPERTY AND AREA DESCRIPTION: Address:Oak Bav Road mile Dost 8.40 to mile post 9.61 Legal (from property tax statement): Lot: Block: Subdivision: Tax Parcel: Quarter Sections:SE SW Sec 9. NE NW & NW NW See 16. HE NE & SE NE Sec 17 section: Tax NUmber: Township: Range: 1E 28N Land Area Dimensions:Approx. 6400 LF. of roadwav of varving widths Describe the location, physical characteristics, and extent of land area to be affected: include all factors that will give an accurate understanding of the property and its environment: Z <( . J:f- f-di a: ::E, <( :::I' Wu -'0' Uc ~~i -' f-' rn u.' ~Oi ::E~ ~::::; u.<( ~a J:w f-J: Zf- ;:0 Z f-, W W; ~5't Urn 0- o!:: Ww J:u ~g Z W(/) u- i= i!7' o z The Oak Bav Road is the main transDortation route throuah the Port Ludlow area. (classified as a minor collector) The Port Ludlow area is dominated bv Pope Resources Port Ludlow Resort. marina. condominiums and residential development. however various other interest are represented includino private residences outside of the Port Ludlow DeveloDment. retail establishments and the poce & Talbot log dump. SCHEDULE (beginning and ending dates of the proposal, including phases): sprina and Summer 1990 OVERALL PLAN (describe future additions, expansions, or related activities or plans by others that may affect the proposal): PODe Resources Hotel develoDment clan traffic aeneration data were incorcorated into the traffic Drojections for this Droposal. continued develoDment in the area and its subseauent increase in traffic. REQUIRED APPROVALS (all local, state, and federal approvals required for the completions of this proposal and if any approvals are pending that are related to the proposal): None ENVIRONMENTAL DATA (any existing or proposed environmental information such .r" as studies or documents related to the proposal): : ,0 ~rious Port Ludlow develocment environmental impact ~~dies. Port Ludlow develoDment water ci~culation studv in conjunction with their waste wat~ ~ent facility croposal. o -2- \, (----;-- ---=~~r.~ " ...... '..,_..\ I'~ · .'-1-~",,-:-, L_~, ,..,.:." '.' ',', _M~"""~_alJ"_~__ ~~IJiIIiIlM~' 1 1 I I 1 ! ~ ~ " , 11 , 10 - I o o 32Xloi '- Z <(' J:f- f-di a:::; <(::l Wu -'0 uo rn : ffl~1 -' f-' rnu. -0 w:>- ~l:: a:-' u.< ~a J:w f-J: Zf- ;:0 zf- ww ~5' Ucn 0- o!:: Ww J:u f-- ~b z wen u- i=~ o Z r o o Lo o ( ENVIRONMENTAL CO~ENTS EARTH 1. Check the item flat slopes other: that describes the site: rollina hilly steep mountainous 2. steepest slope on the site? approximate percent of the 3. What is the Identify the slope: 100% What general types of soils are found on the site (sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland:____ aravelv sandy loam 4. Are there surface indications or a history of unstable soils in the immediate vicinity? If so, describe them: No 5. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Identify the source of the fill:7000 C.Y. of excavation and 3000 C.Y. of embankment all aenerated within the cro;ect limits. 6. Could erosion occur as a result of clearing, construction, or use? If so, generally describe it:Yes. Minor erosion of earth disturbed durina construction. To be controlled bv the contractor as Der contract. 7. About what percent of the site would be covered with impervious surfaces after construction of the project (that is, asphalt or buildings)?50% + covered with aSDhalt concrete pavement. This is an increase of 13% of the existing condition. Describe proposed measures to reduce or control erosion or other impacts to the earth, if any:construction durina summer. erosion control crovisions in the construction contract. ultimate seeding of disturbed areas. 8. AIR 9. What types of emissions to the air, if any, would resul t from the proposal during construction and when the project is completed (dust, car odors, industrial wood smoke)? Generally describe and give approximate quantities, if known:Exhaust from construction eQuicment. Fumes from hot AaRbalt concrete durin9 Daving oDorations. 10. Are there any off-site sources of emissions or odors that may affect your proposal? If so, generally doscribe them:Nono -3- EVALUATION At:.,zeL. A1(.~ ,aG"-U tlU~ ,dt/ /.tI:,uI-lWI41l-'1 I'ttJ/.J'5 ,dt;~# A(.l1.ee. 114 6-/l./-4 Aft,tZtU- Af.".a l J \ I ,l ~.,w, I [J ':L .....- 0,(.::), ,:, l , ..1...lI........I... ...;.il~~~ IIM_""" .._.~..':!:"~~ lJl4.Jl1l1MtaMNll:l..balIdaJ~~ ~.Ir.~.L ..-:.........a.-......J.l..lllilllllli..... I .....1iL~~ o o 32Xlo -- Lll J::kjll~ .- o -- ( 11. Describe proposed measures to reduce or control emissions or other impacts to the air, if any:Properly maintained construction eauipment. Avoid overheating aschalt products. WATER Surface Water 12. Is there any surface water body on or in the immediate vicinity of the site, including year-round or seasonal streams, salt waters, lakes, ponds, and wetlands? If yes, describe the type and provide names. If appropriate, state what stream or river it flows into: Admiralty inlet. Ludlow Bav ---- z <(' J:f- f-di a: ::;;. <(::l Wu dg rn ' r:3~i -' f-' rnu. -0 ~~ <(- a:-' u.<( ~a J:w f-J: Zf- ;:0 zf- ww ::E ::l' ::;)01 Urn 0- o!:: Ww J:u ::i= _0 z wen u- i= J:, 01- Z 13. will the project adjacent to the feet)? If yes, available plans: require any work over, in, or described waters (within 200 describe the work and attach No 14. Estimate the amount of fill and dredge material that would be placed or removed from the surface waters or wetlands and indicate the area of the site that would be affected. Identify the source of the fill material: HQruL 15. will the proposal require surface water withdrawals or diversions? Give a general description and identify the purpose and approximate quantities, if known: No 16. Does the proposal lie within a 100-year flood plain? If so, note the location on the site plan: No 17. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge: No .r o Ground Water lB. Will ground water be withdrawn or will water be discharged to ground water? Give a general description and identify the purpose and approximate quantities, if known:-Ho o -4- c 0 "I(M... '""'"1t.l!l cu~ l.tmJ11U.SlIJlIIIIIIM.1IlII .-. III.J1I1I._ '-.. " --",.-,--. 1 ~. .'1 _.~ IiM. - 1 EVALUATION IJ"I.~ 1fI"UfJ. ,4GItI!tE. Aa.tt.~~ , A~IlU ~6>tt.et! AGIJ.I!.t!. l1utt: /~:.\ ';:((,,; "(;'Ulll""f' ... \ l ""l'~"" ,;c 1", ,,~. :j., !,} II .~" .)~, '.,:; ,~'') . \Ii ,.",i (~ , , , ( I 10 i.Jl~ -~ .L ~'\ ._-..,.,......... ltil:l...-r- " . I - o o 32 X 10 1lliIJtIlU'4lIlr llIIJ ~ ....11 - Z <(. J:f- f-di ~~, Wu -'0 Uo rn w'\ fflJ: -'f- rnu. ;:;:;01 ::E~ i2:J u.<( ~a J:w f-J: Zf- ~~ ww, ~5\ Urn 0- o!:: Ww' J:u f-- ~b Z wen u- i= 1=' o Z r" o o 17 o 19. Describe the waste material that would be discharged into the ground from septic tank$ or other sources, if any (domestic sewage) industrial wastes and chemicals contained: agricultural wastes). Describe the generell size of the system: the number of subh systems: the number of houses to be served, lif applicable, or the number of animals or humelns the system(s) is expected to serve: None Water Run-Off (including storm water) 20. Describe the source of run-off, including storm water. Describe the method j of collection and disposal, if any, including Elny known quantities. Where will this water flow? will this water flow into other waters? ! If so, describe it:Paved roadwav surfaces willJQg drained into natural drainaae channels via catch basins. culverts & ditches & u]timab~ into admiraltv inlet & Ludlow Bav. (Existil~ condition) \ Could waste materials enter ground or surfa\:e waters? If so, generally describe how:smaJj_ gy~ntities of vehicle lubrication could find_ ~eir wav into the storm water run off. _J II" Describe proposed measures to reduce or dbntrol surface, ground, and run-off water ~~~pacts, if any:~~~ ~;f.~~l; ~~ ~~~t~~~~ed ) ~rt: drainaae stru___r __ 1__o_c__a___ ____ the II Dro;ect. II I 21. 22. PLANTS 23. Check the types of vegetation found on the site: Deciduous tree: .lll.!;!tt mAR.l.e. aspen other: Evergreen tree: fiJ:: pine ~ other: 1/""""',1~L .ebJ::1l1:l.a Crop/Grain Wet Soil Plants: cattail bulrush skunk cabbage other: Pasture ~ buttercup Water Plants: milfoil water lily eelgrass other: 24. What kind and amount of vegetation would be removed or altered?3.60 acres of roadside ~eqitation includin~e before m~ntioned /..(.: $ -) tr~ & brush wilLb,4LQlellred and qrubbed to ~plish construction of the protlosed I)..t:.o:lect. -5- (:.~~.~.- c -O-(~:)~::~..:... ............~~...:...:....;..;:.;.;.'.Iltl. ~1atIbII.~___ ..," ~..Il;M IIIlii. ~~'-"'1Ii __----<1. J ~.~ .---. c EVALUATION ,tJ~1tL1! .tlrf, ~I! If ~'"tt.el!. ,t1'-4.e.e K/I(,tt.,e. ~u, tl!6 ~ :,' ,"I ;l 1 :J i ~ I \ 1 1 1 :~ ,~ 1 ,1 1 I ~ .,'"., c., 10 [~r -- '", ~ _ ---.1.4JIlt_~~"""I:ltI~~ I o o 32 xl 0 ~~1lIilIIIIIlIIIr