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Home My WebLink AboutReel_0086D v-- o ............... ( '~ i 1 ~ \j, :j j , I ~ I \ I I j EVALUATION 25. List threatened or endangered species known to be on or near the site: None Af.:JlUU. 26. Describe the proposed landscaping, use of nature plants, or other measures to preserve or enhance vegetation on the site, if any:~ ~~:: ~~:~~~b:~ ~y construction will be . ____a _____ __t_ a standard northwest nat1ve roadside mixture. tJ(,lt.e~ ANIMALS Z <C' :J:I- 1-t5 ~::;'. ~B uO en 0, en W' w:J:1 -J 1-: enu.. -0 ~?: ~::; u..<C en::) _0 :J:w I-:J: ZI- ;:0 zl- WWi ~ 15\ Uen 0- o!:: Ww :J:u 1-- \!:b z wen u- i= ~I o Z 27. Check any birds and animals that been observed on or near the site or are known to be on or near the site: tl 'IU:€ Birds: ~ M.I:Qn ~ sonabirds other: MammalS: ~ bear elk beaver other:racoon. chinmunk Fish: bass salmon trout herring shellfish other: 28. List any threatened or endangered species to be on or near the site: None l4"ItC~ 29. Is the site part of a migration route? If so, how?~ot known At;tlIU 30. Describe propos ad measures to preserve or enhance wildlife, if any: None /lG,eelf ENERGY AND NA'l'URAL RESOURCES ,.. 31. What kinds of energy (electric, natural gas, oil, wood stove, solar) would be used to meet the completed project's energy needs? Describe whether it would be used for heating, manUfacturing, etc.:?olectri~ity for illumination !J(.1I!.,4 o 32. Would the project affect the potential use of solar energy by adjacent properties? If so, generally describe the affect: No d.~"1f. o 33. What kinds of energy conservation features are included in the plans' of this proposal? List other proposed measureS to reduce or oontrol energy impaots, if any: None 11'1/.44 -6- o C ~~=r ~...~w~....~~ _....-.0 l . Ci)::)"';S>'... '- ,..,~" 10 B~~J~_ " urJJ~~J ~~JL:~Jt.~~~~":':---- r L llA..J::.4 - I o o 32 X I 0 - ,- Z <C . :J:I- I-ffi a: ::;, <C ::)' wu -"0 Uo ~~i ~ 1-1 enu.. -0 ~?: ~::; u..<C ~S :J:w I-:J: ZI- ;:0 zl- wWi ~ 15\ Uen 0- o!:: Ww :J:u 1-- \!:b z wen u- i= :%:1 0....' Z ,,.. 01 o __II .- - o \, ( ~',ll ! :! ;':~ .~ tf i -$' '., 1 '~ ( i 1 J ENVIRONMENTAL HEALTH EVALUATION 34 . Are there any environmental health hazards, inCluding exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe the hazards:Hazards assooiated with heavv construotion including snills of petroleum nroducts and eauinment fires. a(.lU~ 35. Describe special emergency services that might be required:~dical aid for construction related accidents ,1ft(; II.!! ~ 36. Describe proposed measures to control environmental health any:Trainina of nersonnel. maintenance of eauinment /J(.It,/!./!. reduce or hazards, if proner NOISE 37. What types of noise exist in the area that may affect your project (traffic, equipment, operations)? None ,d r.rt.IU 38. What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (construction, traffic, operatiOJ1)? Indicate what hours noise would come from this site: Noise from heav~eauipment. chain saws. mechanical comnaction eauinment and vario~ other construction eauipment during daylight h!:2l1rs onlY. t:1 'ItU 39. Describe proposed measures to reduce or control noise impacts, if any:Restrict construction to daylight hours. proner equipment maintenance. A~~&I& LAND AND SHORELINE USE 40. What is the current use of the site and adjacent properties?The site is currently used as a trans?ortation facilitv. Adjacent properties are recreational. residential and retail. 1l'lI.e.t! 41. Has the site boen used for sgricul ture? If so, describe the use: No A ~'J! 42. Describe any structures on the site:E,xistinq transnortation facility I o o AG,u4 -7- l ( ,.~.,.~--~_. -~.~ C - : G) ;a . . ' (". I 0 32 X I 0 JU t"" l.tWt ( .~ &_A:,. ~. I ~""_~IliIllI_IUI_"""__-.JlIl.UII~.1~iiiii~~~t_ii.::t:lt.&k]~ r -- Z <C . :J:I- 1-t5 ~::;, ~a' uO en ~: ~:J:I -" 1-. enu.. -0 ~?: ~:::i u..<C ~S :J:w I-:J: ZI- ;:0 Z 1-, WW1 ~ 15i Uen 0- o!:: Ww :J:u ~~ Z wen u- i= ~: o Z ,.. o o I?A1 ~-"""I.~~~ o ( 43. Will any structures be demolished? If so, what? No 44. What is the current comprehensive plan or community development plan designation of the site? identify the plan:Suburban 45. If applicable, what is the current Shoreline Master Program designation of the site? N/A 46. Has any part of the site been classified as an "environmentally sensitive" area? if so, specify the part: No 47. Approximately how many people would reside or work in the completed project? None 48. Approximately how many people would the completed project displace? None 49. Describe proposed measures to avoid or reduce displacement impacts, if any: N/A 50. Describe proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any:Enoineerino studies incorporatina nro;ected arowth in the area HOUSING 51. Approximately how provided, if any? housing is high, N/A many units would be Indicate whether the middle, or low income: 52. Approximately how many units, if any, would be eliminated? Indicate whether the housing is high, middle, or low income: N/A 53. Describe proposed measures to reduce or control housing impacts, if any: N/A AESTHETICS 54. What is the tallest height of any proposed structure(s), not including antennas? What is the principal exterior building material (s) proposed? 40' luminaires 55. What views in the immediate vicinity would be altered or obstructed? None -8- ('~'~"-;--'-'" -.-- C 0~~~ - . ...., ...... .. ..~-~~- MlioiI J.L _...._u_ ....l...~l~ ..........~ H"- EVALUATION 11' IUL, C/.I~"UI A'-"-'U ~t./U~ 4"~ ~,t! t1"~4t!. A6d.t/- r.l 6.M I! /.l~&/!. tt&.44~ A&..t.,tIt A'-12.4!i. ttf61!.~il ;.,:...,;)~\\~./,.;,:('~\...' . ,,(,,1': ;':;";"~tli~';~~~u.:~" ~"'" -. .....&'- u~- :1', ~ :~ .g .~ // ! ;; X ..l .~ 1 I I ! I I I \ .~ j .~~ 1 i :~i !), ,~ :1 l'_~", _iI". 1/ c' 'It ::':;~ ..~ "j"\ ..j' ,i,~ " ..':~" A: , .i'. ':; ~~ , l 10 ~ I o o 32 X 10 .. II .. - - . iii III - 11II .. II rI .. -I . . III .. .. _. III 11III ill. . ... IIIIIIIII IlII I . . . - .. . .. . _-_ .-,11'- --- I I. .. ,. .B II 1/1I11I ....- II III - -- Z ~~ 1-t5 a: ::;, <C ::), ~g Uo en Wi ~~\ en L~ -0 ~?: ~::; u..<C ~S :J:W I-:J: ZI- ;::0 ZI- WLU ~ 5-} Uen 0- o!:: Ww' :J:n :;:t: _0 Z WU'J !::!:i: b.... Z .,.. o o \., o ( i ! j I J ! I j I EVALUATION 56. Describe proposed measures to reduce or control aesthetic impdcts, if any: Reveaitation of disturbed areas P.r-ue. LIGHT AND GLARE 57. What type of light or glare would the proposal produce? What time of the day would it mainly occur?Illumination of the Paradise Bav Rd. intersection with 4 310 W. hiah pressure sodium luminaires. Hours of darkness onlv. tl<.~U i \ ~ 1 l , " I , -.; 1 :1 i ~ 1 I 58. Could light or glare from the finished project be a safety hazard or interfere with views?___ No tJ.r.,ue 59. What existing off-site sources of light or glare may affect your proposal? None At.tt.U 60. Describe proposed measures to reduce or control light and glare impacts, if any:~ use of directed beams to illuminate onlv the roadway. tlr..rt.tltt RECREATION I I 'I l '~ '.~ l ~l :1 ~ J / 61. What designated and informal recreational opportunities are in the immediate vicinity? Port Ludlow Resort includes water snorts. golf. tennis. dinina. hotel & condominium accommodations. r.1',1U.~ 62. Would the proposed existing recreational the displacement: No project displace any uses? If so, describe A (;.uA 63. Describe the proposed measures to reduce or control impacts on recreation, including recreational opportunities to be provided by the project or proponent, if any: None ,d~ hi/! HISTORICAL AND CULTURAL PRESERVATION 64. Are there any places or objects listed on or proposed for national, state, or looal preservation registers known to be on or next to the site? If so, generally describe them: ~nown ,:t tD4.I!~ I o o -9- o - Z <l: . :J:I- 1-t5 ~ ~~ Wu -'0 uo VJ Wi ffl:J: -'I- enu.. -0 ~?: ii!i:J u..<C ~S :J:w I-:J: ZI- ~~ WW, ::; :J' :J 0\ Uen 0- o!:: Ww :J:u 1-- \!:b Z W(/l U- i= ~! o ' z ,r o o o 65. Generally describe any landmarks or evidence of historic, cultural, archaeological, or scientific importance known to be on or next to the site:An old cemetery site adjacent to the road right of wav shown on old & current mans. Some nhvsical evidence found on site. 66. Describe proposed measures to reduce or control impacts, if any:Do not encroach on the cemetery. TRANSPORTATION 67. Identify public streets and highways serving the site and describe the proposed access to the existing street system. Show on the site plan. N/A 68. Is the site currently served by public transit? If no, what is the approximate distance to the nearest transit stop?Yes. ~roposal includes construction of three transit stops. 69. How many parking spaces would the completed project have? How many would the project eliminate? None 70. will the proposal require any new roads, streets, or improvements to existing roads or streets, not inclUding driveways? If so, generally describe them, indicating whether they are public or private:This nr090sal is to improve an existina road. 71. Will the project use water, rail, or air transportation, or occur in the immediate vicinity of these facilities? If so, generally describe the use: No 72. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur: None 73.. Describe proposed measures to reduce or control transportation impacts, if sny:This pronosal is designed to reduce & control traffic imnacts,aenersted by area development. -10- c~=.,...- , __...--- [ ,; . ~ __~E).~~ -.11II_ U~IIIII-'--' -~ ~1!Itl1111' "__d t" .il:h~M ~ JI1J .~ 'll".~J~l..-1lt1lL ( EVALUATION 4~t2.~~ I:!l r.lt.trE: /J '1t,4~ /.J.61lltU. A("It.~t! Ifl"t!.~,c .a4~U Ar./Lt;1!. A'tL#4 ")'1> . i'; ,~\ \\"\~:j.L-t~1.r .....; UkI2t._~_l>..<.~ - \ I I ,I I 1 1 ! ( j ,~ I I ! i I \ I ~.~ 1 \ ,ii 'y~ '~ X~ ~ .;t I I o o t . jo~". ....... .3:?xIO. ,,"'--::tiiiiiiiil .IJlll.IIIIIIlIllIIlMI-....-....- - Z <C' :J:I- 1-t5 ~~\ WUI -"0 Uo en W'I ff3:J: -"?- m u..' ~O, :q: ~::; u..<C ~S :J:w I-:J: ZI- ;:0 Z 1-1 WW, ~ 15'\ Uen 0-' o !::, WWI :J:u' 1-- !:!;:b! z. wen u-. -:J:. bhl z,j , o - o ( () PUBLIC SERVICES 74. Would the project result in an increased need for pUblic services (fire protection, police protection, heal th care, schools) ? If so, generally describe the results: No 75. Describe proposed measures to reduce or control direct impacts on pUblic services, if any: None UTILITIES 76. Check which utilities are currently available at the site: ~ electricity natural gas refuse service teleDhone septic system sanitary sewer other: 77. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity that might be needed: Electricitv. PUQet Power. service from the existinG facility to the pronosed illumination system at Paradise BavRd. intersection. ~ ,eu..u- 4G.U'* A~1U! 4(i,l/!.IU! ~ . ~. , f ACXNOWLEDGEMENT I acknowledge that all infonation provided in this checklist and all attached IIaterial is' true and correct to the best of Jtf knowledge. I understand the lead agency is relying on this infonation to make its decision. In addition, I understand that review under SEPA does not constitute approval of a proposal: cOllpliance with local, state, and federal regulations applicable to the proposal shall constitute. approval. (Check with appropriate agencies to deterlline wbat approvals are required.) SEPA approva is based on the inforsat1on I have provided. If found inaccurate, approval could be withdrawn. (daiZ:/ I / ~ -11- \<e.\llP.uJ€O \>~', ~'l.oc..~ LAOlt-\ e: I L6,.,..TWc.rli:llJ &, ~r/~ 12/, le~ ;c~._.:----- -:. ,', A ':.~~~,'{~j\r~:::"'t;:~W rr3;i'; , ',',~~',,,,: 'J;'~~"~"L:~~~ ,J '''\ . ..........t..,;,......L ......."".__.~...i.............. i~~'............."......_......._~.t;:.J.. 0olo1 l . ;~~':::Z:i~",:~i.~:'~>:',::,J ,0' , .' ~~.J.tI__w~~__~!jI;,- . - I o Q 32>< I[J .............. Z <C ' :J:I- 1-t5 a:::; <C:;) Wu -'0 ~o en WI w:J:, ...J ~', enu.. -0 w> ::;1- ~:::; u..<C ~S :J:w I-:J: ZI- ;:0 zl- w w ::; :;), ::) 0' Uen 0- ot:: Ww :J:u 1-- \!:b z wen u- i= :J:, 01- Z r o o _~U_ll - o '..., ,,',:1l6004 f ( . ~iJl,.ir:i, 'i- <,-.-" / "9' r;r ';:2';> I -, ,-;, ..l' J, "'~t~~" /.:'_''::'C~~, 1..,.;J 1,'..Ju - 2 /' ~}: " ?~),...'''''''1 333255 WARRANTY DEED IN THE MATTER OF Oak Bay Road, project CR0812. ~. ' , , ' "X:i'";"F(.'~~..~. ,~"'--_'.'r-: . .. u__~~,. ,", . ....-.-,.--, ~ ..: I. r I KNOW ALL MEN BY TtIESE PRESENTS that the Grantors, LUDLOW MAIN'l'ENAN<;:..f: COMMISSION, INC. , and POPE RESOURCES, INC, , for and ~n consideration of Donation hereby convey and warrant to the County of Jefferson, the following real estate, situated in Jefferso~ County, State of Washington, to the same extent and purpose as l.f rl.ghts herein granted had been acquired under Eminent Domain statute of the State of Washington (RCW 8.08). All that portion of the following described parcel "A" bounded northwesterly by the southeasterly right of way of Oak Bay Rd., Co. Rd. No. 569908, and bounded northerly, easterly, and southerly by the following described line: Beginning on the northwestex'ly line of said parcel "A" and the southeasterly right of way of said Oak Bay Rd., and being opposice of Highway Engineers Station (hereinafter referred to as H.E.S.) 457+67.44, as shown on the right of way plans for Oak Bay Rd. Improvement, Project No. CR0812, approved June 25, 1990, and b~ing 30 feet southeasterly therefrom; Thence northwesterly along said northwesterly line of parcel "A" on a curve being concave southeasterly, and having a radius of 35 feet, a distance of 19.57 feet to opposite H.E.S. 457+50 and being 35.83 feet southeasterly therefrom; Thence southeasterly, a distance of 4.17 feet, on the radial bearing of the centerline curve on said Oak Bay Rd., to opposi te of H. E. S. 457+50 and 40 feet southeasterly thel:'efrom; Thence southwesterly along a curve convex southeasterly, having a radius 498.37 feet and being concentric to said centerline, a distance of 217.45 feet to opposite of H.E.S. 459+50 and 40 feet southeasterly therefrom; Thence northwesterly on the radial be-arin') of said centerline curve passing through H.E.S. 459+50, a distancf! of 10 feet to the said southeasterly right of way of Oak Bay Rd., being opposite of H.E.S. 459+50 and 30 feet southeasterly therefrom, and the terminus of said line. PARCEI, "A" That portion of Government Lot 4 in Section 9, and Government Lot 1 in Section 16, all in Township 28 North, Range 1 East, W.M., Jefferson County, WaShington, described as follows: Beginning at the quarter corner between said Sections 9 and l6; Thence North 56'42'04" West, 138.82 feet to the true point of beginning; Th(mce South 17'26'33" West 110.00 feet to a concrete monument designated Monumont "A" as shown on survey and set of plans of the 1.dmiral ty, recorded April 28, 1969, in volume 10 of Official REcords, Pages 22 to 35 inclusive, under Auditor's File No. 200065; 'l'hellee continuing South 17.26'33" Wes't 30.00 feet; Thence North 72'33'27" We~t 311.36 feet; Thence along a curve to the left having a radius of 785.44 feet an arc distance of 142.16 feet; Thence North 82.55'4+" West 16.07 feet; Thence along a curve to the left havinlJ a radius of 35 feet an arc distance of 46.01 feet; Thence alOrH] a curve to the right having a radius of 488.37 feet an arc distanc:e of 238.35 feet; Thence South 72'33'37" East 466.79 feet; Thenc;o North 64'29'42" East 38.05 feet; Thence North 89'06'54" East 32.08 feet; 'l'hence along eo curve to the right having a radius of 70 feel; an arc distance of 136.55 feet; Thence South 20'53'12" West 52,150 feE,:t; Thence South 72033'27" East 287 feet, more or less, to thlil line of ordinary high tide; Thence northerly and northeasterly along said line of ordinary high tide 500 feet, more or less, to a point from which the true point of beginning bears North 72' 33' 27" West; Thence North 72.33'27" West 321 feet, more of less, to the true point of beginning. The lands being conveyed herein contain an area of 0.049 acres, more or less, VOL 31.4 1'11",505 JEl'NIS4III'I~ill iiTY D:CI:;E l'AA Aft. rio, -q ,l~~~Il}1.I..., '/"I- Detn fl:li:1J, r;lt/IJ '\1111,(7 By .i(,-(!il/~II<.L.Nt.lLct;1 r~r.'\'iUR!.~ T M G 0 2 1~90 PagA 1 (" 2 ....,,~..."'..,--,_.-..-..._- .",.,,,- ~ -:~ o "."J) J 1m. ,~- -t' i' ~~~~~.~___..~~..~-...7W~----- ~ c o ..1,..-...... lIIBIraiI..-....ua_" IIIIrOUU1.B1J*ii. ..:............. IlIMlkM--- /, I,:;::; , .'i; .,' ,,:~r ~:;. )1f ""; :.:, .,,( ;,f;1f '{r /l ";$; :';'. ,:{f ":~'t ,,:'~\ ):.~~ g 'J," )1 ;~ 'il ':(~ ) ;1 ';:l ,;J,t ," Ii \l )-~ (;1 :~ :1 !if ~! ;'1 " ,-L' 1 J " I I \ \ JiI 10 -- I o o 32 X I 0 ~ lWIcI~ - Z <C" :J:I- I-~ a: ::;; ~a) -"0 Uo en wI' ffl:J: -" 1-' en u..' -0 ~?: ~::; u..<C ~a :J:w I-:J: ZI- ;:0 Z 1-" wW' ::; ::)1 ::) o~ Wen 0- oh wwi :J:u I- i=: \:0' z' wen U-I - :J:I b"',,: Z o o :,(....- 0 iIii6- ~-' "" o .. I C\ The Grantors agre.. that their donation of t1'i8 herein described property is made vOluntarily and with full knowledge of their right to receive just compensation therefor. Dated this /")d day of fJ'rf ' .l99~. B~:i"5 POPEq;14~ <e> 'tf), ~ s,'c0- , \ ::.'"fj:,mq I - , On .. ~doy ell kd) ,., beloc9 me poIIOI\OIIy _OCS ~ ~ . (!td~/">i(!~'/~<"7 -.-- --- tDmeknownlObttM7R~A...)lljJr.tJ-_ 'I --=.:- 01 LUDl.OW MAINTENANCE COMMISSION, INO,. IIlaI -1fII..!'l" ,~ !nollU"""", and _lodgod MId Inollumont ID be tlWl ;i'." I'.. and h ~untary act and dood of laid COIpor&UoIJ.' for; ~ " ~~ pu.poeee. thoIlfn mentkwld. and on oeth .&&Ied lh&t .... " _.. 't'.. - . IUIhotIllld 10 execute MId .!l"~~' and that,~~ _ Ia tho __ -' e1110ld COlpotl_, ! GIven ul'ldoI m~ h8nd and offIcl&I.... U10 doy onCs ~~~~ .....u.n:>.~,t. , _d I rrr; ,': " ", ~;;Yfs=) ~~_a . ,;2Ja,;, wJ:~ .-.- 'l' .. :'~.'.'."" ." t~ I .. ~ .':. ".'~ .;;: f'J,J :~.Not&Iy ~-J}:and tor u. Sta.. 01 WuNngton if; , \,(,' . ?".'T, ~.. ~("'>-.'~"A""~'-~",<__ 81a1O olWllhlnglOn I \<\~..,~?c:~..;.~~..,/p' ",,' " .. ) . r.;.,-"'/",'lGi "A.",;' -(~ County of~ . -~:.r#'''''''''.if';'''; -i;!.,. ~ ~ Uu.u...w ;1 on..JJ,,~dI~e11 , ,q " _me.....,..ay_1d ,0,-, ",~, , ,_.J','-"-".....t~(..~n ~, ..(...('.?t:'" ----=--~d to me known 10 be the Ii. ~ ~ QHIOP'I!- ,'~ .RE9011RGE8. I~ I Iha' ....uted IIla IotlllOlng Inobumen~ IIld IOknawlodgod MId InIbu""",t 10 be IIla 'reo and VOlunlOly IOIIIld _ of MId , COfpotaUon. 'Of the UM8 lInd purpoMl! there'" mentioned. and on OlIth e~ that /"- Q authorlad 10 uec:ulo Ukllnellumenl IIld IhIt InI -' ""_ II tho COIpotIla _ oIl1ld _1IIDn. '% _ ~ m~ hind and _ _ .. doy ~/~ JIll ...... wnllon, '::;, tI"""'-'- .. "....,1 ~~~In ~ ~ ~~_ ~, ': ",~~:.\C~.f.~.~::tl\-;""'" ~I...i r_~~~__.._. II ...,~...\~S\ON .ii," O~"=::. - - ,~.".:l' ~ ..0', ".... i l~:';' \~(j'J'IlI?/~': \ ~*i ,0 ... i<<~ \"".",UBL\C,r\-'l \=?1:y.1.'~ 4, \?~/~'" - 0 ........ ~~,I .....__ r WA SV.~II,iJ -",,,.,,,,,,~,J' .. " :\ VOL 314 p~"c506 paqe 2 of 2 -~'~' .,~_t. " '~~..:;uL,_::' "d J j":_"i}'=':;if)::~.,~~'IZ:~~;t~r.{ I'D' f:/;>>;j"I"";i"',;>:;'h!';E;,"",":"""'~""';",:',"""':,,' , :,' : '--" i\: r~\ ,li,,'r';':;;:"~AA~} I(:,?!)!.,),,;: ,,'.' ,:, ;",; I!l!1lu "~' finlt~~~~~l:~':'~~~ ,\:'.,,',V" ~ .... I o o ;'1 r~r~~\~~L~-' i I , 'I , . ~,2 X I D~ ~'lIldi~11'''''''''\L''''-R'''~ o - "" 821171001("1&2), 82117.1-9..02 ;s;s3Z56 r:, ' \.. liOl,~gZ'~:i5€~7 . )'Oy OF (il','_';-!:')" ilEC::'W$ tJ~~;;;i, ~ C4~ , iSEiJl.UG -2 AM Il: 48 ' IN TilE MATTER OF Oak Bay Road Improvement, ProJect CR0812. t..~,~ -;' ':" ':" .~ I '.. ,... 1 '., KNOW ALL MEN BY THESE PRESENTS that the Grantors, ~:,RESOIJRCEi;:~,:"~,, ~, for and in consideration of Donati,on, hereby conv~l a~d warr;:II~.t::'''l.Ab to the County of Jefferson, the follow1ng real estate; ""S'i1:uated.-J.nol.lT '. Jefferson County, State of Washington, to the same extent and purpose as if rights herein granted had been acquired under Eminent Domain statute of the State of Washington (RCW 8.08). 821162001, WARRANTY DEED Z <C' :J:I- 1-t5 ~~, wu' -"0 uo ~wj ~~, enu.. -0 ~?: ~::; u..<C ~S :J:w I-:J: ZI- ;:0 Z 1-, wWi ~ 151 u en, 0- 01- w~: :J:u 1-- !:!:b Z W(/) u- i=~ o Z PARCEL A: That portion of Government Lot 2, Section l6, Township 28 North, Range 1 East, W.K. laying southerly of the Oak Bay Rd., Co. Rd. No. 569908 described as follows: Beginning on southerly right of way on said Oak Bay Rd., being opposite of Highway Engineers station (hereinafter referred to as H.E.S.) 469+25 as shown on the Right of Way Plans for the Oak Bay Rd. Improvement, Project No. CR0812, approved June 25, 1990, and being 30 feet southerly therefrom; Thence southerly a distance of 30 feet, to opposite H.E.S. 469+25 and being 60 fee~ southerly therefrom; Thence S 68" 35' 57" W a distance of 47.35 feet to opposite H.E.S. 469+70 and being 60 feet southerly therefrom; Thence northerly, a distance of 30 feet to the southerly right of way of said Oak Bay rd., being opposite H.E.S. 469+70 and 30 feet southerly therefrom; Thence northeasterly along the southerly right of way of said Oak Bay Rd., to the beginning of this description. Said parcel containing an area of 0.032 acres, more of less. PARCEL B: ;r" That portion of the North 1/2 of the Northeast 1/4, and Government Lot 1 of Section 17, TownShip 28 North, Range 1 East, W.K. lying northerly of the northerly right of way line of Oak Bay Rd., Co. Rd. No. 569908 and southerly of the following described line: Beginning on the northerly right of way of said Oak Bay Rd., and being opposite Highway Engineers Station (hereinafter referred to H.E.S.) 486+50, as shown on the Right of way Plans for the Oak Bay Rd. Improvement, project No. CR0812, approved J~me 25, 1990, and being 30 feet northerly therefrom; Thence S 66"37'09" W, a distance of 51.66 feet to opposite of H.E.S. 487+00 and being 35 feet northwesterly therefrom; Thence S 58"42'23" W, a distance of 75.83 feet to opposite of H.E.S. 487+75 and being 35 feet northwesterly therefrom; Thence S 60"44'43" W, a distance of 125.10 feet to opposite of H.E.S. 489+00 and being 40 feet northwesterly therefrom; Thence S 59"03'48" W, a distance of 97.49 feet tq,,': opposite of H.E.S. 490+00 and being 40 feet northwesterly"., therefrom; 'l'hence S 70"41'18" W, a distance of 46.54 feet to opposite of H.E.S. 490+50 and being 45 feet northwesterly therefrom; Thence S 72'01"39" W, a distance of. 92.03 feet to opposite of H.E.S. 491+50 and being 45 feet northerly therefrom; Thence S 77'55'36" W, a distance of 111.86 feet to opposite H.E.S. 492+70 and 35 feet northerly therefrom; thence S 79'33'58" W, a distance of 30.42 feet to the northerly right of way of said Oak Bay Rd., being opposite of H.E.S. 493+00 and being 30 feet northerly therefrom, and being the terminus of said described line. Said parcel containing as area of 0.138 acres more or less. " '. \'. .,.\,. . , -''fl\"\ ~~ . ,.r o o JEFFERSON courm Jfl$( TM A". N~' :/!J::_L_/J; Dala I-ai qp AmI. ~ By - I /fliJfRf' . I Page ,,:.UG \ i(~~ 0 -..:- o 2 1990 1 Qf 3 VOL 31.4 Pfwt507 '.~,;t'~ l' p.t I,: ':: :; ''''\ .,' L r, .~ ~J .......~'... ,..;..... I o o 32X 10 - Z <t' :J:I- 1-a5 ~::;: ~B uO en 0, ffi ~\ -" 1-' enu. -0 ~?: ~::; u.<C ~S :J:w I-:J: ZI- ;:0 Z 1-, wWi ~ 15\ Uen 0- o!:: ww; :I:u ~f3 Z wen u- -:J: b.... Z :r ',' o o C"~ o i' I .' . 1\ c:' PARCEL C: Those portions of the Northwest 1/4 of the Northeast 1/4 and Government Lot 1 of Section 17, 'I'ownship 28 North, Range 1 West, W.M., described as follows: TRACT 1: That portion of said Section 17 lying northerly of the northerly right of way of Oak Bay Rd., Co. Rd. No. 569908, westerly of the westerly right of way of Osprey Ridge Rd., Co. Rd. No. 510109, and southerly and easterly of the following described line: Beginning on northwesterly right of way of the intersection of said Oak Bay Rd., and osprey Ridge Rd., being opposite Highway Engineers station (hereinafter referred to as H.E.S.) 499+29.83 as shown on the Right of Way Plans for Oak Bay Rd. Improvement, Project No. CR0812, approved June 25, 1990, and being 35 feet northerly therefrom; Thence along a curve concave southerly, having a radius of 989.93 feet, and being concentric with the centerline of said Oak Bay Rd., to opposite H.E.S. 500+20.75 and being 35 feet northerly therefrom; Thence 5 78.16"45" W, a distance of 229.25 feet to opposite H.E.S. 502+50, and being 35 feet northerly therefrom; Thence southerly a distance of 5 feet to the northerly right of way of said Oak Bay Rd., being opposite H.E.S. 502+50 and being 30 feet northerly therefrom, and the terminus of this line description. said tract containing an area of 0.037 acres, more or less. TRACT 2: That portion of said Section 17 lying southerly of the southerly right of way of said Oak Bay Rd., westerly and northerly of the westerly and northerly right of way of Paradise Bay Rd., Co. Rd. No. 503609, and easterly of the following described line: Beginning on the southerly right of way of said Oak Bay Rd., being opposite Highway Engineers Station (hereinafter referred to as H.E.S.) 499+77.86 as shown on the Right of Way Plans for Oak Bay Rd. Improvement, Project No. CR0812, approved June 25, 1990, and being 30 feet southerly therefrom; 'I'hence southeasterly along a tangent curve, concave southwesterly, a distance of 48.80 feet, having a radius of 37.50 feet, and a central angle of 74'33'12"; Thence southerly on tangent curve, concave westerly a distance of 40.50 feet, having a radius of 165 feet and a central angle of 14.03'52"; Thence southwesterly along a non-tangent curve, concave northwesterly, a distance of 27.96 feet, having a radius of 30 feet and a central angel of 53'23'44" to the northerly right of way of said Paradise Bay Rd., said curle being tangent to said right of way and opposite of H.E.S. 1+62.41 and being 30 feet northerly therefrom, and the terminus of this line description. Said tract containing an area of 0.030 acres, more or less. Lands being conveyed herein contain an area of 0.237, acres more or less. It is understood and agreed that Jefferson County will resurface portions of road approaches at the time of project construction as shown on the plans for this improvemnt: which approaches shall be maintained between the right of way line and shoulder line of said road by the grantors, their heirs, successors or Assigns. The grantors herein further grant to Jefferson County or its agents, the right to enterupon the grantors' remaining lands where necessary to resurface said approaches. ~"~~ :rr Page 2 of 3 Val 314 ~~..r508 ',~o~ ,,;(:~~':;~:;'h..;\., ", .'.:, '.,1,.10 ~~I."'j:>"'l"J'~~~:....r.~ ~'wnrUtJl_ ~ I ,-0......-:...;....... iI.:.i!iiI ~. '.....--....a.... - ......'.. .,,~ ...... it",.i;-l, - I o o 32><10 - Z <C ' :J:I- 1-t5 a: ::;, <C ::), Wu -"0 Uo rnw: 1lhl -" 1-' enu.. -0 ~?: ~::; u..<C ~S :J:w I-:J: ZI- ;:0 Z 1-, WW1 ~ 1St Uen 0- ot:; ~~. I-i= \:0 Z wen u- -:J:, b "'.~ Z '"r.. ' , , I ,0 o 1- o " .: r C', The Grantors agree that their donation property is made voluntarily and with full to receive just compensation therefor. Dated this ~~ day of ~ of the herein described knowledqe of their right , 199Q... POPE RESOURCES: 9Y- /!J ~ CEO -, .....--..uy_ec1 f\ "/0 ~ ..', III .... _ III be tile L-t:;" 01 POPE RESOURCES, INC" Iha .....ulod tile Ino1nlmonl, ond -*lgod Mid ~Inune!'t III be the ,,. ond volunloly llCIlII1d _ 01 Nicl :r'~'"';.;. ':..~": -: u:'=-~:' :n=:::.. oeth ._IIleI-t:.lR (~ ...- III -.cute Nicllnettumonl GIven uncIIr mW hand lII1d on_ .... .". rtItt lIIld _ IoeI _ -. ,j~~f:~ . ",'\"'\\'~"~'l":~'~'~" ", "Q'" ..........." '(' ~ ",. t..'OAt '" -.. 7 ". :: /~ 3t...~OTAn:~\. ~ \ : ~ ~........ ::: , 'J',\.' PUDL.':. .it: . ?-~t()..~E.::.~ \ .,:~,::.~;. "'41'" F' W 1': \. I,....,... I o o Page 3 of 3 Val. 314 ~k.r509 ;J ,.'..''':'4''-::-::'7:/.,,'':'',...,'.:.;', "'II ' "~i~.'''''''; "";,'":;,,,.:,:;,,, .,,',., ";.".','"'' ". "0 "'32xD '.,' '"::',:,,,:,\; ',i;,t" ".,.J}.,~ij:~~t\.&~~/;H~.>.::X~i;i,U~.C,i:~_<,ii:),<'~:;/~:'!,,'i;\:\;.:; ~:,:",),'::""'.;\:,'" ~ ' ' ';.:" _ '_ ,"_' '.,'..,: ':;:> ,'~:, .;,"',-_. '".," ". .... .....' ........... ...'.. : ....... ~ ~..,~'~,..~~~.I;t--_.t_~~~~_iK~.:.."'~J....id~~.~ Co ~" -l,2, J I ~..~J...'; M:i.:...;.....................................;.~.'-'~... - I'>- I- I Z <C ' :J:I- 1-t5 a: ::;, <C ::), Wu -'0 uo en w' ~~I enu.. -0 ~~. ~::; u..<C !!1S :J:w I-:J: ZI- i:o Z 1-, w w, ::; :::l' :::l O! UC/l 0- o!:: w w: :J:u t;:i= _0 Z wen u- - :J:, b.... Z !r o o - o o .. ( ~e/-z. 40 PARCE~'~:O. f ~ I J I:: ~ 0 () 4 ~; I Twp Age I Block I District Code W/6 1.-7.6' f?/~ '1oMl 1-~q1;'ti,;}-1 1"'1 Y 5 -r. 1- .,- p... -,t A I j A 2. ).../;J t:v' I~ ') v -- e;I' ..:~-'..,./< f 'J) '" 3/'''/e~ ...-,r.-,:"..,...,= '" rcJ ~ p-- ;-.~,J.",.) \,,1~'i'm. ocr; l-lPSh:: )~7Sq I 08 _ 4'}8 ~ -)rY Description TBR COD 0 Grade Ac OS A 0 OS 0 T 0 Grade Ac Refor 0 Ac YEAR IMPROVED UNIMPROVED TIMBER LAND TOTAL IMPS TOTAL Comment VALUE - ACRE VALUE ACRE VALUE !\CRE VALUE ACRE VALUE VALUE t7 rJ. Of., ?~ J ~() 11 'l.Af" g~,.w,rl Jioq,5M ~q/J9(M 'Z ') 7~b &;i.,fco '2 ~t. f,;, ;;tJt:> 207. 5"00 ;J'I/ 9rc f?j "2tJb 17S 50(:1 1.()~ 17Z ~()(> 3'11/ 5f; () 5~3 6(:> 0 / f ], o,P , SENIOR CITIZEN EXEMPTION , ~::::, ~. JEFFERSON COUNTY ASSESSOR PORTTOWNSEND WASHINGTON 98368 -,- .. L~- _.;=:,:~~,~~ f:>> 1~_ ........;..:~.II_IIIIIiII.......liblk!nll...f:. '.~ -:;. " ~, , I 0 (,'.>!.; .'~'>::'{\:;'-;.""'>':',. :-, ,,':::, :', ',. '" .." - '..', :....:. ,; '.' "I ", ;\'" ", ' ,,,), ,j,'- -~-::.2 ~"Jj~'i.=~~~..._",,~_~" ,.. .........~_ IlJI ~,.~l r.,,"_~.".'~ 1.. 0 . ....~.d. di*iVJ.b....~- _.~_.i. J!~1l I o o 32X I 0 .,'._.,_~ ~"""iI '"'iIrtdl1 ~- - Z <C ' :J:I- 1-55 a:::;; <C::) Wu -"0 Uo ~~i ~ I-! enu. -0 W:>- ::;1- Q1i::; u..<C ~S :J:w I-:J: ZI- j:o zl- ww, ::; ::): ::l 0, Uen 0- 01- w UJ :J:u 1-- \:b z wen u- i= :J:, 01- Z r o o --- _11III.1... o l <. ~.:'~'J!~:;tDitt'" ... VOLJ./,~L,,:.rjE6/2 '_5/.3 OF Oi'ritlAL flEC'GrfDS (7dJ:.~O~E;}!,~~ ~AHll:48~ 333258 990400264, 173 1&2 WABRAIITY DEED 1';,0;'" c_ G.t::0:Ji::Y JEFH.R$C:, CUU:i1 Y :'UDlTCf< IN THE MATTER OF the Oak Bay Road Improvement, Projectf.l:'RnAl ?---;?~EPLlI KNOW ALL MEN BY THESE PRESENTS that the Grantors, LUDLOW MAINTENANCE COMMISSION, INC, , and POPE RESOURCES. INC. , for and in consideration of Donation hereby convey and warrant to the County of Jefferson, the following real estate, situated in Jefferson County, State of Washington, to the same extent and purpose as if rights herein granted had been acquired under Eminent Domain statute of the state of Washington (RCW 8.08). Those portions of the reserve areas in the plat of Port Ludlow NO.1, Area 1, and Area 2, as recorded in Volume 5, Pages 26-32, of Plats Records of Jefferson County, Washington and shown on the plans for the Oak bay Rd. Improvement, Project CR0812, approved June 25, 1990 and described as follows: PARCEL Ai That portion of said reserve area of Area 2 laying east.9rly of the easterly right of way of said Oak Bay Rd., Co. Rd. No. 56990S and westerly of the following described line: Beginning on said easterly right of way, being opposite of Highway Engineers station (herlnafter refered to H.E.S.) 440 + 50 and being 30 feet easterly therefrom: Thence S 10.5l'23H E a distance of 50.99 feet to opposite H.E.S. 441 + 00 and being 40 feet easterly therefrom: Thence 5 05'15'25"E a distance of 50.25 feet to opposite H.E.S. 441 + 50 and being 45 feet easterly therefrom: Thence S 00"27'13" W a distance of 60.00 feet to opposite H.E.S. 442 + lO and being 45 feet easterly therefrom: Thence S 1)'30'43" W a distance of 45.94 feet to said easterly right of way of Oak Bay Rd., being opposite H.E.S. 442 + 53.42 and being 30 feet easterly therefrom, and the terminus of said line. Said parcel containing an area of 0.048 acres, more or less. PARGEL B: That portion of said reserve area of area 1 lying westerly of the westerly right of way of Oak Bay Rd., Co. Rd. No. 56990S, and northerly of the northerly right of way of Walker Way, Co. Rd. No. 510009. and easterly of the following described line: Beginning on the said westerly right of way of said Oak Bay Rd., being opposite of Highway Engineers Station (herinafter refered to H.E.S.) 453 + 00 and being 30 feet westerly therefrom: Thence S 09' 55'07" W a distance of 49.68 feet to opposite H.E.S. 453 + 50 and being 35 feet westerly therefrom: Thence S OS'46'34" W a distance of 327.64 feet to the northerly right of way of said Walker Way, being opposite H.E.S. 0+52.14 of sald Walker Way and being 31.99 feet northerly therefrom, and the terminus of said line. Said parcel containing an area of 0.092 acres, more or less. PARCEL c: That portion of said reserve area of Aroa 1 laying southerly of the southerly right of way of Walker Way, Co. Rd. No. 510009, northwesterly of the northwesterly right of way of Oak Bay Rd., Co. Rd. No. 569908 and southeasterly of the fOllowing described line: Beginning on the said southerly right of way of Walker Way, being opposite of Highway Engineers Station (hereinafter refered to H,E.S.) 457+50.39 on said Oak Bay Rd. and being 65 feet northwesterly therefrom: Thence S 22'44'lO" W, a distance of 42.55 feet to opposite H.E.S. 458+00 and being 65 feet northWesterly therefrom: Thence S 25'29'42- W, a distance of 6~.21 teet to opposite H.E.S. 458+70.71 and being 59.90 feet northwesterly therefrom; Thence S 42"48'43" W a distance of 111.91 teet to opposite H.E.S. 460+00 and being 60 feet northwesterly therefrom: Thence 5 2"'48'15" W, a distance of 48.00 teet to opposite H.E.S. 460+50 llnd being 40 feet northwesterly therefrom: Thence S 35'14'20" W a distance of 25.16 feet to the northwesterly right of way of said Oak Say Rd., being opposite H.E.S. 460+15 and being 30 feet northwesterly therefrom, and the terminus of said line. Said parcel oontaining an area of 0.193 aores, more or less. The land being conveyed herein contain an area of 0.332 acres~ more or less. Page -1 Of 2 JEFfglSON C U;f7 t/,tCISf TM Aft. No. J'JljJ!.-I}--:&- 31 A 512 Dnle ";J~t!t2./~l~. VOL LJ: P~.r Ilv :j:)~~/;i., ._~ 0::) , m~1 'p U~*JIL_ AUG 0 2 199Q ( .,.. I o -- ! I I \ I \ 0 0 ! ';' ., 10 32 X 10 .a.J._~ "._--;,._~....~.m. ~....u.._~.H:I __ ........_~~..._~ ..:....-- .briJ~"- ~"""""""~ -...-.....- -- .I~ - Z < ' :J:I- 1-t5 a: ::;i ~al -" 0' Uo en WI ~~ en LL -0 ~?: <C- a:-" u..<C ~S :J: ' I-~ ZI- ;:0 t5 ::' ~ 15'\ Uen 0- o !::. ww: :J:u' I- i=: !!:o Z ~~! i= ~l o " Z , , ;-,........ " o o ~, o . '. ... C.' The Grantors agree tha~ their donation of the made voluntarily and with flUl knowledge of compensation therefor. () herein described property is thtllir riCJbt to receive just Date<1 this /~~ ~ dGY of 9-c.~ LUDLOW MAINTENANCE COMMISSION: ~.<'~ 7/Ua,u~ ~ _ ~f7Y'J/~ , 199..::2... POU, RESOURCES: ~ If)- ~ e.. 136 _ofW~ COunly of d? 1~/l."',",/L. tl I .=A '!'1U1lolf2_"'lIIrol 9-Lfp.'j -'mo~-*, ., u.J I K.. "R1=1.~~.) - - -- -- "... -~~ - .-." _ bmeknOwntDbethe 7'A.:..ER ~~/kl"lfO _ of WDLOlI/ IlAJHTENANCS COMIIIS8lON, INC., 1hllI_~1od lIlo IOl8QOlng -URlOf'!!. ~~ NId __I '" be the _ end _nlary 80'_ _ 01 Mld __, Ior"',- _ pur_ _..--. lAd on O8IIJ,~.II"L, ~"':,l' ,< - - . IUIIIOtIMd 110 __ _Ino_ lAd lllallIIe..s_./hO___oINldcorpor_ ",,"', .,.,:.;"".;...'.... ClNen.... my _ _ _ _.._ _ _Ioot.-.~.. "',':' ")"':;:!.>':" \. ~' (........ ..,"1;.c.,:I;,,'.....: -:;~ . ... . " ~:' ',.J ',' .-;-"~oL<<-._ ,.> ",L~~./t' :' " : -.' " ........ ' ,': NolIty P~.,.u IIlO _ 01 WII/lInglon .; /Ii(' ~ , .fIU.j , I filllkllngat ~. .<<....,..'-,_. -.. W8Ollk1gIon I ) . \:~:):::: .." ,~, ,/ County 01 ~i1 Lh .u-r.- I '...~::_ U i " i . #... --"c",,,,,,, ' , n~ _,I b '\lay of :!l.b1JJ 1'1<1D llIIot. me pottOntIIy --' .. D ", /..Jh,.,J IYW""fe-.1t e! t:'UA,.;zc:~ f. ___,) 10 me _to be II1e L'/y ..A'~ J- 01_ :,=~.;;;:u~~'::.."'=.s~ ~ MId k1I/nmtl1~~:::I":::::II::"''':'':O: :.:.=.: OOIporue _ oI__lIIIon. ) .. ) 0.-...- myhend__ _"___Itol__ ,,~ Hlllt,l,11 III"~ E S....., !. jI' ~c ....~..;1i\1.c-", II' ~~,::~SSION .ii:.',9P-:;. f ""':~'" "'",..l:) " ~ =8 ~OTAIi'....\S;: , "* : .... :.. ~ ~ : ,o1J C. : * ~ ~"'"~~ BlI n:.:>..ll -, ~ . v 9iV' "I \:~.::.:~~ 4. \?,...:..,c::>l ....,;.;y.WAS~~'t~'/ --............ ~...~...l t_ AJtl,..,<~ ""* In anII:l "'1:: W-.gIon ~.. ~t'1 J"r- . Page 2 ot Z (~- t .....' .. .::.. O. . vo~ 314 rA..r513 , .~ 'Il',~=~:;tl ,.,.. ;:..:::~~~]D .0~;."~';.:".::;:".:" "........,,'.;..~_.~ ~....;..........!,J..,;c.:....o;.~r ',,' L.~I,"'...;".,'..".J,;.,,' ". ;,.,.,_.J~, f,:.""!' -';:";+:": "1.<'-".1:' ,,-.,-,,"'e,:'>..':'.;'\ I' ~!:',;:::i,;'t_;'~;!i'i{i:;~.~ i)'\,:>~-/It,':'~ .. ,,', , - ....~...:.....l..i., ~........'- :i -~~ :1 i " ?l , , ',{. .~ :10, ~J~t~"~'(' I o o ,'1_'<~.~'\:'-',,; ":,32>< 10 ~..:...it....u:,-.,;~~u - Z ~~ 1-t5 a: ::;, ~::); -'u UO en ~: !!l~\ enu. -0 ~?: ~::; u..<C ~S :J:w I-:J: ZI- ;:0 zl- WWI ~ 15i Uen 0- o!:: WW' :J:u 1-- \:b Z wen u- i=~ o Z ,,,.. o o 'f o ~.J~ . I \.. c'. ~. ~ VOL :;J;;/: ~;'~ J ~\ O~~:-l.,.t,..,/,.,. '<'-. f7 ~.,_".I.,L., ;"~l' '/ ';Jf~~'''-~~ J~ iSSG A~; ~~ __ M..:}., ;.:'" ,:. . , Jc,-FEF',- , '~::r{~_ -::''.J,~..:/.. IN THE MATTER OF the Oak Bay Road Improvement, Project CRolfi..::l..-"J-~~r ';:.[;;:Cii ~~Cffl:Tr KNOW ALL MEN BY THESE PRESENTS that the Grantors, LUDLOW MAINTENANCE COMMISSION. INC. , and ~RESOURCES. INC. , for and in consideration of donation hereby convey and warrant to the county of Jefferson, the following real estate, situated in Jefferson County, State of Washington, to the same extent and purpose as if rights herein granted had been acquired under Eminent Domain statute of the State of Washington (RCW 8.0S). 990603236 (1&2) 333257 WARRANTY DEED Those portions of the reserve area in the plat of Port Ludlow No.2, Area 2, as recorded in Volume 5, Pages 41-48, of Plats, Records of Jefferson County Washington and as shown on the plans for the Oak Bay Rd. Improvement, Project CR0812, approved June 25, 1990, described as follows: PARCEL A: That portion of said reserve area lying easterly, northerly and westerly of the right of ways of Swansonville Rd., Co. Rd., No. 514009 and Oak Bay Rd., Co. Rd., No. 56990S as recorded on said plat of Port Ludlow No. 2 and lying easterly and southerly of the following described line: Beginning on the westerly right of way of said Oak Bay Rd., and being opposite of Highway Engineers Station (herinafter refered to H.E.S.) 43S + 75 as shown on the plans for said Project No. CROS12 and being 30 feet westerly therefrom 1 Thence S 22'OS'11" W, a distance of 26.90 feet to opposite of H.E.S. 439+00 and 40 feet westerly therefrom 1 Thence S 00'27'13" W, a distance of 50 feet to opposite of H.E.S. 439+50 and 40 feet westerly therefrom 1 Thence S 06' 09'51" W, a distance of 50.25 feet to opposite of H.E.S. 440+00 and 45 feet westerly therefrom; Thence S 00'27'13" W, a distance of 50.00 feet to opposite of H.E.S. 440+50 and 45 feet westerly therefrom; Thence S 43038'48" W a distance of SO.69 feet to the easterly right of way said Swansonville Rd., being opposite of H.E.S. 2+50 of said Swansonville Rd., and 30 feet easterly therefrom, and the terminus of said line. Said parcel containing an area of 0.255 acres, more of less. PARCEL B: That portion of said reserve area lying westerly and southerly of right of ways of said Oak Bay Rd., and said Swansonville Rd., and lying easterly of following described line: Beginning on the westerly right of way of said Oak Bay Rd., and being opposite of Highway Engineers Station (herinafter refered to H.E.S.) 445+10 as shown on the plans for said project NO. CR0812 and being 30 feet westerly therefrom; Thence N 27058'59" W, a distance of 66,l3 feet to opposite of H.E.S. 444+50 and being 55 feet westerly therefrom 1 Thence N 04046'02" E, a distance of,,103.36 feet to opposite of H.E.S. 443+50 and billing 40 feet westerly therefrom 1 Thence N OS'59'04" W, a distance of 25.04 feet to the southerly right of wax~t said Swansonville Rd., being opposite of H.E.S. 0+33.70 of said Swansonville Rd. and being 30 feet southerly therefrom, and the terminus of said line. Said parcel containing an area of 0.062 acres, more of less. The land being conveyed herein ,contain an area of 0.317 acres, more or less. The Grantors agree that their donation of the herein described property is made voluntarily and with full Knowledge of their right to receive just compensation therefor. pags 1 of 2 AUG 0 2 1990 , val. 314 ~~.1510 (..--o----=-~.:_ ~~.. RMM"'~~ti9. ;.--~~ ~1~L.....:2"~'..,..I :~ . :0 ..'~ ":;.':":::,^:-' ".' . , . .... ... 'iJt:::,'::,:".' , ' ,', ",,:,,/;,',\j'~'<':';'></:!i'.t',:':':\"';;\<}_;.i,.,i"'_:.,;"",:,-,';, .;-/ ~, ~~'~'=-':;:''''ll.H.UIll~~~~;::~.-=-n=~ l ('..,...>10 ~':. ~ ~~.... I .. I o o 32xlO r - Z <c' :J:!z I-w a: ::;, 15 131 -"0 Uo en ' enw w:J: -"I- enu. -0 ~?: ~::; u.<C ~S :J: ' I-~ ZI- ;:0 Z 1-, w Wi ::;::) :;)0 Uen 0- o!::! Wwi :J:u' 1-- !!:b Z w<n; ~~i b\ Z Dated this / ,;rri, day of (7.:~-1'<; LUDLOW MAINTENANCE COMMISS~N; /p: ~ d:~) ~tvU'l- ~JtfJ, ~ f~J;~ o Ct , 199.a... ~U""~ C~O a.... 0/ WuIIInglont 1- 01 ~-:nglon CounIV 01 f; i!rPII n~n I #:.. ~.',;~ 01 C).l.<-C,1.. eel [,') , P. Kif~ __ 1./ --11-,.- -....petllOllally'- IOmellnownlObethe ,-r;'~Ii,5t-(/!.~~ 01 LUOl.OW MAINTENANCE COMMISSION. IHe,. 1h81_.... tho lOtogolng 1nIt1~1. ~ ec-.odgod oaId 11I.IIll/ll.IIIIO be tile f,.. lIIld \IOIulllOly ocl end _ 0/ I8kI COlpor.IIOII, lor tho ..... end pur_ \ho101n mon_. end on \'J'P~,\~- - }..!' - - ...1horIlAId II> _.. _ IIlI~umonl end trtat tho.... aIfbr.ocI II thO OOIpcwW... of IUS COfporadon. (,/'\.9\ :"...:,,::~~=(,J"I;-""'" . i_" ,-:\':,~jr.."/...,o,, ;, _"-,mylllnclendolllolol_tIlIdoylllld_IuI_~,,.._>,' (~r",<:::~"", -L-..... ~' l .. ....(.;0 '.10~"'- ~...~~. )d.. /;) ~~;:r.. ; j' I.".f-, ;:.,.~~___:;.l:,<i.,~;tl./( _ . ,4 ~.. j.' /, 1-0.&6-1 ~.. ~~ (f) :r - /.i .. .. .. ..- , c.., : S NoIaIy PubHQlIjJ .... for ;he State of WMblnQbn ~. -'" '.0;"':;' , u 6' L\ C ..: -i..t ,t Rt,~ II ,/ -1t~..........~.I't.~-- \~.",.I.... ..c.";)....... iI' "'---- ... ,;(\ .....;;'G .1,"""-' 0..:.,..; ~ Op&-..' . ~...... ~:.,y~' ,: ....., WA;:;;'\'" ',/" --~,..,.;....;""~;'J~' 'si"-.h, ~ t..Ja.....-k.=+ ,:r I . CounlVoI Z)-P f6i~"'.n- I ~~H%tdlY,,~ ~';ij~~ 9 -. ow .-..uv~ 10 ow kr-.IO be tho 'W4.A.'ciJ..v. J- o~J.eJ...J t~.vt~;iN&., Ih8f 1llAlC"1ed tho foregoing Ino""mon~ end ~ HId Ino~wnonlll> be tho I'.. end voIUlllOIy oct end _ 0' HId _por.Uon, IOf 1hi UieO-~,_ _0111 ",.,,_. lIIld on Old> ._ tIlal h . GUtIlOtlzld 10 _uIIuJd 1nI""1lWI1 end Ih8I till _ oIIlz1d ill the _por... _ 01 _ COlpotlllon, o Cllvon..-. my IlIncI __ _1hI<>>flll1d_IcIII__ /I""E"'~- ",1 )l,\C~...~..:4J\1;' l....~..~~f,<;,ION I:>.~.... . ....'~ "~,:..;j \ ~ "e)' ".., ")- . ~. :c.J\~vl"I/?;"'~~ ~ '~*i A .... :it~ \"'\.., UDLIC n,': ~ 0,;.-<<.(:;0 ~.. ~\I \.-?....~..tS' 4. \~........~i ~<' 0 ....~..,. \'!I~ I' ....__ t WAS\\ \ -- ':C~~""~": '.~ '~"<"P t C LJL.. JiM.d'.. ,P" In -:If; ~.... 01 ~ ReIIdIng 'I '^' ~ , Page 20f 2 VOL 314 p~~,511 ;..:.............~,....iI--- ~ .;;.....:~' ]:~. '~.~~j~:~~:r:.;_2l~. .1 '~ ~*,,*.........l.....,u.oo.~"""~Ml" .d.~'"j!~ ' ~'.l".,,; r - - I o o , .". ',.", .....,::.-':...._....; '10. ".,..',..'...'<'32. ."1':0; '" " ". ",' -.',,:,,"" ,,;',. >< , tr~.-;~'~~~~, .....I..;..~r:.~,....L".6/..,~........~'"'....J:"~j v- - - Z <C' :J:I- t-t5 ~~} ~g Uo en w: ffh\ -":- en u.. -0 :g?: ~::; u.<C ~S :J:w I-:c ZI- ;:0 Z 1-, WW1 ~ 15'1 Uen 0- Cl !::; wwi :J:u 1-- 1-, \:0 Z ~~, i= ~i o : Z ' ','" " o o o 99050008~ (~ & 2) c (, ~ I o o WARRANTY DEED IN THE MATTER OF Oak Bay Road, Project CROS~2. KNOW ALL MEN BY THESE PRESENTS that the Grantors, LUDLOW MAINTENANCE COMMISSION, I~, and POPE RESOURCES. INC. , for and in consideration of Donation hereby convey and warrant to the County of Jefferson, the following real estate, situated in Jefferson County, State of Washington, to the same extent and purpose as if rights herein granted had been acquired under Eminent Domain statute of the State of Washington (RCW S.OS). Those portions of the reserve area in the plat of Port Ludlow No.4, as recorded in Volume 6, Pages 54-56, of Plats, Records of Jefferson county, Washington and as shown on the plans for the Oak Bay Rd. Improvement Project No. CR08~2, approved June 25, ~990, described as follows: PARCEL A: Beginning on the northerly right of way of Oak Bay Rd., Co. Rd. No. 56990S, being opposite Highway Engineers station (hereinafter referred to H.E.S.) 496+50 as shown on said plan, and 30 feet northerly therefrom; Thence northerly 5 feet to opposite H.E.S. 496+50 and being 35 feet northerly therefrom; Thence westerly, parallel to said right of way line, to the east line of the land described in deed to Mae Reichelt recorded October ~O, ~955, in Volume ~4~, Page 242-243 of Deeds, Records of Jefferson County; Thence southerly along said east line to the northerly right of way of said Oak Bay Rd; Thence easterly along the northerly right of 'way to the beginning. said parcel containing an area of 0.009 acres, more or less. PARCEL B: That portion of said reserve area bounded on the east by the west line of the land described in deed to Mae Reichelt recorded October ~O, ~955, in volume 14~, page 242-243 of deeds, records of Jefferson County, on the south by the northerly right of way of Oak Bay Rd., Co. Rd. No. 56990S, on the west by the easterly right of way of Osprey Ridge Rd., Co. Rd. No. 5~0~09 as shown on said plat of Port Ludlow No.4, and bounded on the north by the fol.lowing described line: Beginning on the easterly right of way of said osprey Ridge Rd., being opposite Highway Engineers Station 0+46.93, as shown on said plans for Oak Bay Rd., and being 30 feet easterly therefrom; Thence S 82'59'22" E, a distance of l4.5~ feet, more or less to the said west line of the land described in deed to Mae Reichelt and the terminus of said line description. Said parcel containing an area of 0.006 acres, more or less. The land being conveyed herein contain an area of 0.0~5 acres, more or less. The Grantors agree that their donation of the herein described property is made voluntarily and with full knowledge of their right to receive just compensation. Page 1 of 2 {.--'-O--~-- ~'""= .-;-:I~.:07.=L,:. :.~.I, J __:."....:f)f~..P,....'}.Z:~:'~.':r!':..;;;"!;~".:'.X,...,.'..:.....~,'...."..... ':,:, .0' '. ....., .....,..........' ......... . '....3....2......." I. .....0.. ...... .. ' '" tltllit. ' ' "'~, '~...iUiiil.l.' '1 """",....._............tl.lul~lInllllWlllMf'..:....; ...........2:::~: J~~;;~u~~~;~Itf~~_r::~_,,_....~~~IMIitj...__ JiIJi'iII_1iliiIII v- - Z <C' :J:I- 1-t5 a: ::;, W<C ~l (J' -"0 Uo oo , oow w:J: -"I- en u..' -0 ~?: ~::; u..~ ~S :J: ' I-~ ZI- ~g, WW' ::; ::)1 ::l 01 Uen 0- 01- w;;:;1 :J:u' I- i=\ \:0, Z woo! U 5:' t3 hi Z ' o ( Dated this day of , 199_. LUDLOW MAINTENANCE CO~~ISSION: POPE RESOURCES: Stale of Washington COunty of ss On this before me personally appeeted day of to me known 10 be the of LUDLOW MAINTENANCE COMMISSION, INC., that executed the foregoing Instrument, and Clcknowledged said Instrument to be the free and voluntafy act and deed of eakf corporation, for the uses and purposes therein men!k>ned. and on oath alaled that authorized to bXElCute said Instrument and that the seal affixed 18 the corporate &eal of said corporatJon. Given under my hand and offlc:lal seal the day al1d year last above written. Notary Public In and for the State of Washington Rosldlng at State of Washington County of ss On this day of before me personally appeared 10 me known to be tho of POPE RE::JUACES, INC.. that executed the foregoing Instrument, and acknowfedged slid Inslrument to be the 'ree and voluntary act and deed of .ald corporation, for the uses and purposes therein menUonod, and on oath etatod that authorized to execute said lnetlument and that the seal afflx:od Is the corporate seo.l of said corporaUon. Given under my hand and official eea1 the day Bnd year lut ab':tve written. Notary Public In and for the State or WRShlngton ROlldlng at Page 2 of 2 .. I o o . _..: ~.~ ~~::j~-~ 1 J 1 tJ I ~~ ;co ~, =~ ..~, ~ r:, , ~~,lt~{;~': I,. . _ij(.""h'. - Z <C ' :J:I- I-~ a:::; <C ::), Wu -"0 Uc en ' ffi~i -"I- en u. -0 ~?: ~::; u..<C ~S :J:w I-:J: ZI- ;:0 zl- ww, ::; ::) ~ ::) 0\ Uen 0- o!:: WW' :J:u 1-- \:b Z wen u- 1= ~! o \ Z ,"' o o 'C"-';' o o \ PODoE3t,[)E:"~ 1 9905000S1 (1 & 2) WARRANTY DEED IN THE MATTER OF Oak Bay Road, Project CROS12. KNOW ALL MEN BY THESE PRESENTS that the Grantors, LUDLOW MAINTENANCE COMMISSION. INC. , and POPE RESOURCES. INC. , for and in consideration of TEN DOLLARS and other valuable considerations convey and warrant to the County of Jefferson, the following real estate, situated in Jefferson County, state of Washington, to the same extent and purpose as if rights herein granted had been acquired under Eminent Domain statute of the State of Washington (RCW 8.0S). Those portions of the reserve area in the plat of Port Ludlow No.4, as recorded in Volume 6, Pages 54-56, of Plats, Records of Jefferson County, Washington and as shown on the plans for the Oak Bay Rd. Improvement Project No. CROS12, approved June_, 1990, described as follows: PARCEL A: Beginning on the northerly right of way of Oak Bay Rd., Co. Rd. No. 569908, being opposite Highway Engineers Station (hereinafter referred to H.E.S.) 469+50 as shown on said plan, and 30 feet northerly therefrom; Thence northerly 5 feet to opposite H.E.S. 496+50 and being 35 feet northerly therefrom; Thence westerly to the east line of the land described in deed to Mae Reichelt recorded October 10, 1955, in Volume 141, page 242-243 of Deeds, Records of Jefferson County; Thence southerly along said east line to the northerly right of way of said Oak Bay Rd; Thence easterly along the northerly right of way to the beginning. Said parcel containing an area of 0.009 acres, more or less. PARCEL B: That portion of said reserve area bounded on the east by the west line of the land described in deed to Mae Reichelt recorded October 10, 1955, in volume 141, page 242-243 of deeds, records of Jefferson County, on the south by the northerly right of way of Oak Bay Rd., Co. Rd. No. 56990B, on the west by the easterly right of way of osprey Ridgo Rd., Co. Rd. No. 510109 as shown on said plat of Port Ludlow No.4, and bounded on the north by the following described line: Beginning on the easterly right of way of said Osprey Ridge Rd., being opposite Highway Engineers station 0+46.93, as shown on said plans for Oak Bay Rd., and being 30 feet easterly therefrom; Thence S 82059'22" E, a distance of 14.51 feet, more or less to the said west line of the land described in deed to Mae Reichelt and the terminus of said line description. Said parcel containing an area of 0.006 acres, moro or less. The land being conveyed herein contain an area of 0.015 acres, more or less. Page 1 of 2 r O(~.',;l".... .;..0 , M..tI~]1'blmJ.1!tI.1IIUII."'~~~ ~ Jl l~ ~ .bIlIlM( J. ~.l!111111 - of' . -Jill ..,,.~,, 10 - JJ' ..Ill.......... I o o 32 X 10 ~ "jjIMliiIll.lllllllit'lMi' - v - Z <C' :J:I- 1-t5 cr: ::;, <C ::)1 dg' o ~wi ~~! en u.' -0 :E?: ~::; u.<C ~S :J: ' I-~ ZI- ;:0 Z 1-1 WW1 ~ 151 Uen 0- o !::: ~~i I- j::! u. 0' -z: rl.i wi u-, -:J:j bn z l:l I o ~ o o .. (i ( Dated this day of , 199_. LUDLOW MAINTENANCE COMMISSION: POPE RESOURCES: St.te of lIo.hlngton II CCM.I1ty of On thle _ cloy of bofore lIB peroonally appe.red to ... known to be the _ of LIIlLDW MAINTENANCE CClMMISSlllN, INC., th.t executed. the foregoing lnatrunent, end acknowladged aald Instr....,t to be the free ond voll.l1Ury .ct and daed of a.id corporotlon, for the ..... and pur.,.... thoroln ...,tloned, and on oath at.ted th.t authorized to execute ..Id lnatr......t and that the ...1 affixed I. th. corporete ...t of .ald corporotion. Given l.I1CIer Iff hand and official a..t the day and yeer test above wrltton. Notary PLbllc In and for the stou of 1I..hlngton Residing at St.te of lI..hlngton II CCM.I1tyof On thle _ cloy of before... personally .ppeered to lID known to be tho _, of POPE RESOURCES, INC., that .xacuted th. forogolng inatrl.llllnt, .I'd .cknowledged IIld lnatr.....,t to be the froe .nd voll.l1Ury .ct .nd daed of .ald corporotlon, for th. ..... .nd purpoo.. thorein .."tloned, Ind on oath atoted th.t outhorlzed to ax.cute IIld lnatr""""t end thot the ...1 offlXed II th. corporate e..t of .old corporotlon. Givan l.I1CIer Iff h.nd ond offlciot ...1 th. day ond y..r I.at .bove written. Noury PLbllc In Ilnd for the 1t.1I of 1I..hlngton Ro.ldlng at Page 2 of 2 .,,- I o o l................... i' -.......~.......,.,,_,......... c,..~..j':':';';;' ,~ "~ \'~'i'''':''~~~:''Iii>j.w.:l,...uo:....J.i....~'' .:o:Lj;"'~"" ""i"!',':":".'.h.", v- - Z <C ' :J:I- 1-t5 ~ ~~ Wu -"0 Uo en ' ~~I -"I- enu.. ;:;:;0, ::;?: ~::; u..<C en::) _0 :J:w I-:J: ZI- ~~, ww' ::; :J,I ::) 0\ Urn 0- o!::- ~~. 1-- \:b Z woo u- g~ Z ,.,."... o o o o .. o 1'.0. Box 256 . ,.-, \../ ~ C/Lf25 Bt I ,.,~/(V If BI~LED TO . Jefferson County Public Works Jefferson County Court House Port Townsend, WA 98368 2205 Washington 51,. Port TownsBnd, W A 98368 . (206) 385-2000 PURCHASER ORDER #8429 ORDER No,~SB7.G DAlE 8-22-90 RETITLE TO mLE INSURANCE PREMIUM SALES TAX SIMU~TANEOUS MTG,INS, SALES TAX J.W. KAMP ESCROW SALES TAX MISC, FEES ADVANCED t"1,":m~z STATE REVENUE C4[!5 8(/ 'spS" Zit'. 'H 200.00 15.60 TOTAL 215.60 BI~LED TO . Jefferson County Public Works Jefferson County Court House Port Towllsend, WA 98368 P.O. Box 258 . 2205 WashIngton 5t,. Port TownsBnd, WA 98388 . (208) 385-2000 PURCHASER ORDER #8429 ORDER NO, 35S7'tI RETIT~E TO TITLE INSURANCE PREMIUM * * * SA~ES TAX SIMU~T^NEOUS MTG,INS, ** SALES TAX THOMAS W. MADSON LIMITED LIABILITY CERTIFICATE ESCROW SALES TAX MISC, FEES ADVANCED t"f'~ . 'ft~"~' STATE REVENUE 6fS'. 2/1, 4/ C/Lf .9/~ C--;_..._~- --~-T~' ,.. ,~I~' ~_.._.':.It4_" ~.LJl(jIMfjz.fl~.1~_ DATE 200.00 15..60 215.60 TOTAL =-.'~~-: :~,., 'e~",~,"""~'..',',:,'lf::'.~,::.,,::F:,':':.":"':' .,"':"',. "10 .,: ~_': :', ,::_:,,' ',- . ,','.,', ':-. ,_'f'~i~"# ~,~' ;,'\;';!:<';~tl)j~~\iJ\l~,j:':~;:, ye';:.."!,': ", ;;,',~",~-,,;"'; " '''', J1',,'.It _ ~, ~ I, - l~":_~ ~ ~...~==~~. :~'_<.~~=:: -- I o o .32><10' I ~ ....... , Z <C' :J:I- I-ffi a: ::;, <C ::)' Wu -"0 Uo C/)w: 13 :J:I -" 1-' enu.. -0, ~?: ~::; u..<C ~S :J:w I-:J: ZI- ;:0 Z 1-, WW1 ~ 15'i Uen 0- o!:: WW' :J:u t;:i= _0 Z wen u- -:J:, b 1-1 Z o (--':-0 .,.~ ,.. : 'f o o .. CRoD E JI -F.juJ c JEFFER~NCOUNTY DEPARTMENT OF PUBLIC WORKS \ Gary A. Rowe, P.E., Director Robort G. Nesbitt, P.E., County Erg/neer 1820 Jefferson Street P,O, Box 1220 Port Townsend, WA 98368 (206) 385-9160 TELECOPIER COVER LETTER ***************************************************************** DATE: ~/ 2.8 /9~ -t It): 15 ..1.,1.4. TIME: PLEASE DELIVER NAME: LOCATION: CITY: FAX NUMBER: THE FOLLOWING PAGE(S) TO: c./ Ad ~w L4A.ii:> .5""700 K17<~ If,d4~ :51J1re g~~ELJijAJ VJA 983/2- , . (2.~~)- '179' -S9tc./ ::ZO :z... TOTAL NUMBER OF PAGES (INCLUDING COVER LETTER): <!.AR../.. l>. .t..~I'~MI4<O 'l>1E'S'D.I ~t4-..e.. 101/9'6,) RE: "d"h''T''/lIfJ.. ~~& AlII. /9/Jifo/3 v'bL /7'1 ~ 7'/ FROM: ~'5 ~~,.. ' PLEASE TELEPHONE (206) 385-9160 J:F TRANSHISSIOII INCOMPLETE FAX HUMBER: 385-9195 100% Rooycled Papor ...... :-(" '" ::," ""C);{;), 1lR'1 '17, ,',' ,": .' ,Ir " ' . ,', \,:',', ,\\;:.<.,:,:} Ii, '/t:~/'" - I o o 32>< 10 11I1I llI!I .. II . III III . II - II IIIiIII III Bill II ... I II .- . 1111I II . . .. III.. - -- - - . .. . .. Em . .. -. III. - Z <C ' :J:I- I-~ ~~, wu' -"0 Uo en w: ~ i=1 enu.. -0 ~?: ~::; u..<C ~S :J:w I-:J: ZI- ;:0 Z 1-, ww; ~ 15\ Uen 0- o!:: Ww :J:u 1-- \:b Z wen u- i=~ o Z ',,,.... o o o o .. i'~..~q , APR2~ ' :"~~2~'J ---=---- ';:'.~ ~ ',">\i/.:!: .- for -.. at...._ aL C )11'- C...., l.W>f_A.I AMr- I(~ It 0.,-""- Pe"" lJJI._, lH.L ;>~ Statutory Warranty Deed I~ ,......... " THE GRA.....-ro. , MARZE ANDERSON, an unremarried widow, "_.1'0~ lor..... '" ...uJdmlllca o' Ten and no/100 Dollars ($10.001 .. bud paW. conveys and W&n'Utl to CARL D. LOPEMAN and BEVERLY J. LOPEMAN, husband and wite, ~..= dc:tcribed real ataw, situated la t.bt COUDty of Je~fer!lon . Stata of A tract.of land, .quare 1n shape and four (4) acres in extent, lying and being in the Northe&st corner of Government Lot 1, Secelon 18, Township 28 ~orth, Range 1 East of the Wil:amette Meridian. EXC8PTINQ right of way for State or County Roads~ TOGETHER WITH water riqht. pertaining to and for the benefit of .aid Northeast 4 acres. 0' ." )( hUM"; at~~ ,:: ...'o~:;" .0 ,.:-ta:2~ ~ , st~~. or. '{'..u~!~.IlTON. I.. C....I7.oI.,. ,~.tt.r.on I 0. w. clar pmooulJ, appurtd ber... ... Ha d. And. non eo _ _ 10 bo tho 1odJ.:dWII delcribld Ie ond .... aecu'" tilt .IIIWI ond '.....r. ,....._1, ... lIdr....1<dp4 lhI4 .h. .pod tilt ...... u her r... .... .oIuolaI7 act IDd dood, ,. tho _ ..... .....- tIltrtla .....-. OMN undor..'....... .... oIIIdoI ..lIlhll 10th ("';'1 i I I I ~ VDI., 174 rr:.. 77 ',<~t<"~'r'i'. ~h: 'cO;' -<.,,~ I o o &1_ o - o .. C.RO JIll R/W ~u~ 27 '~~ l~:/lg r: J:l:'., ~'. 1='1-' R I-I Ill; TR t Yo ( IO,",,:;;S; , III III I Z <co :J:I- I-a:i a: ::;, ~Bi -" 0' Uo ffi~\ -"I- en u. -0 ~?: ~::; u..<C ~S :J:W I-:J: ZI- ::0 55 ::;;, ::; ::)1 ::) 01 Uen 0-' o !::: Ww' :J:u 1-- \:b Z W(/) u- i= ~i o "! Z Parametrix, 'nc. .. 5700 Kllup Way, Suite 202 Bremerton, WashIngton 88312 C20Gl 377-0014 or 383-1835 ~ 27A.'V6. \990 JOB NUMBER: 13- ~820~O' DATE: FAX TRANSMISSION JNFOR/oIATION SHEET fIlOH: C~"- Rt:::J...NL.~,..U::~ ~MX ~REMERTON FAX (206) 479.S9~] , '1'0, Aue~E.'l PAL~ Be5-9'~5 ~~~r\1Tj RlRUG W~ :,..' , " CO:-mNTS: _fbR..TI~ QF A'S5'fift5."'V"1I2_:...,.." M~ F02 -~ :r-,et-J 7 $ J 8 OIoJ W 1-\ 1Q4 'r:: ~e- ~r<.)Tf"e:JJ QUI?=."na..rs ~ bw~eJ2sI-\tP. '0 o Number or page~ includinll cover pagl!, ~ j~ '" :i~, ' , I I , h...d...1.a.... I 0 o 32xlEl '~.:.....;,~~~~,.~~..........l.l'_j.'AII.'ll..'--""-'li..oi..iJ iT - o - o .. 'AUG 27 13:S0 F~~. PARAMETRIX lli}'1... . \'It,,.;,,,(~~:tJ) .. J"' I ;.. ..."\.........,'- ",,() '.~,' A. I',~ ... ,::~.~ 10..."1. . /,5" ;Of'! I~, ,. '90 (:"5 TORtE. PAGE,002 Z <C. :J:I- 1-t5 ~~i Wu -"0 Uo en ' ~~l -"I- enu.. -0 ~> <C!:: a:-" u..<C ~s :J:w I-:J: ZI- ;:0 zl- ~~, => o~ Uen 0- o!:: Ww :J:u 1-- \:b Z W(/) u- i= ~i o : Z , 9Pc1' ,Corr JeJ2- .' I ~' I " (p.;: L (, /'- ' , I @. E,,~1"TE. ~ c f ' , ';; 17 '. '" :1". . ~ tlv'~~:' . ~~*~ \ " '''<1 '. ~ f /' I . _.~~. .-.....- ~ 'fj -, CD ~. ~' ~~. 0} /Z:y- j., -'Q . ." ," -r tJAf I.;d/ , ~J " ,:" , ' /-/ ,<)'J,^ r' . l . \; .... rroLMe5.. :to'.. ,\ , , (t" i-\.r-< '.. . (1-CI "'- ~ .. . \" ' ;'f" fA [~t3?"/,~" ",.:,d ~@).. w Lof 2- 4+.~ A, , "2 ~ , (Q '~(j~ ... \) U1 VJ Cl (l ...., ,0 ..... OJ" I . "I ,-- lJ$"r-'4' :. \l .,'" U '@ ,?o01' , ~._~ tJ\\r1 T,'tJ;~, ~"'''62-;z.'l\\~ , 1(L' o tU .z ~ I t- ~ if> (=~.,-;-=--- , ;'<;'''\' \ ) n"~"':.-~I'~~l!!~Tl ~ -:;00 -' " ':,' : -T~q.;~ - tit.lKl.JI:I_~lIIll..t1l1k~tMJutilII_ ~ K ' . .~ '"''IW'';'''i;~;.y<.'/~:;''''''' " ~'. 10 - ..~-- "" tI!I~l I o 0 L.:J::t ~.................. 32X 10 ,..- -'tlIl1JJlIt'--'ilIflIIllII p-- .............. Z <( . :J:I- 1-t5 a:: :;, <( ;:), Wu -'0 Uo en w; ffb \ -"I- enu.. -0 W> ~!:: a:-" u..<( ~S :J:w I-:J: ZI- ;:0 zl- ~~, ;:) 0" Ucn 0- o!:: Ww :J:u f-- \:b Z wen u- i= :J:, 0"'" Z :r o o ""', o o .. r C\ C/:'::/ B/"-~ If 4/ u..J LIMITED LIABILITY CERTIFICATE Jefferson County Public Works Jefferson County Court House Port Townsend, WA 98363 Order No. Charge Tax Total 35877-RA $200,00 , $ 15,60 $215.60 RE: Thomas W. Madson This is a report as of July 25, 1990, at 8,00 A.M., covering the property hereinafter described. The information contained herein is made solely for the purpose of determining the status of the property described herein, is restricted to the use of the addressee, and is not to be used as a basis for closing any transaction affecting title to said property, Liability is limited to the charge made for this certificate. DESCRIPTION, That portion of Government Lot 4, in Section 7, Township 28 North, Range 1 East, W.M., lying Westerly of Chimacum Beaver Valley County Roadl EXCEPT that portion thereof lying in the West Quarter of said Lot 4; AND EXCEPT the South 30 feet conveyed to Jefferson County for County Road by deed recorded January 2, 1968 under Auditor's File No. 1946841 AND EXCEPT the North 230 feet thereof. Situate in the County of Jefferson, State of Washington, VESTED IN, THOMAS W, MADSEN and ANNAMAE L. MADSEN, his wife. EXCEPTIONS, 1. General taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency, Tax Account No, ~ Amount Billed Amount Paid Principal Balance 11821 073 004 1990 $741.68 $741.68 -0- 2. Reservation contained in deed from the State of Washington recorded in Volume 70, Page 162, reserving to the grantor all oil, gases, coal, ores, minerals, fossils, etc" and the right of entry for opening, developing and working the same, and providing that such rights shall not be exercised until provision has been made for full payment of all damages sustained'by reason of such entry. -continued- (=--;~- - ~~ ~ ~, ?,t:;J) AM. Ld.....i11 .. , .. , 1I....-.u ~~~ c " i.; ."," .",,".' .' ~ ", , ,', ,.~" ""-.i::I ...-..M ~'. l.-.li:lt&tthJl*'~'U ~ ~- y,'. 10 -'-'- ~;~~..... I IlM o o 32 X 10 ".II.......I.:Illiiilbdlr1l1 . -,- -- Z <C' :J:I- 1-t5 a: ::;, <C ::), ~g Uo en w: ~~! en u..' ;:;:;0, ::;?: ~::; u..<C ~i5 :J:w I-:J: ZI- ;:0 Z 1-, wWi ~ 15'1 Ucn 0-' o !::; Wwl :J:u, t;: i=: _0 z; Wen' Us:' i3 hi Z ., , :',.-:" " -0 o -C...'"f7'.-. ___..............~.:...................................;.....'lllii~~ - m/l-- CT' o o .. " c c' 3. Right of State of Washington or its successors, subject to payment of compensation therefor, to acquire rights of way for private railroads, skid roads, flumes, canals, water courses or other easements for transporting and moving timber, stone, minerals and other products from this and other property, as reserved in deed referred to above. 4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF. GRANTEE PURPOSE , Olympic Power Company , Perpetual easement to erect and maintain poles, towers, etc. , Portion of said premises. , llay 22, 1912 . November 20, 1912 . Volume 79, Page 449 AREA AFFECTED DATED RECORDED RECORDING NO. THE DESCRIPTION CONTAINED THEREIN IS NOT SUFFICIENT TO DETERMINE ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN DESCRIBED. 5. Right to make necessary slopes for cuts or fills upon property herein described as granted to Jefferson County by deed recorded under Recording No. 194684. JEFFERSON TITLE COMPANY, INC. BY~ud/X,~' Merr II L. Cronk, Title Officer MLC/cjh :~~ :; '::=::~~ :~::'_;\::m~~:r.~,i,~,:':;~~:_;:?:"< ';'" - ,., 'I"~'-" r"'" ;i;2~1'J4;'\;';::.">;\t 'J,\ ;i.::,,};::_'~,r::,;; 'r'c'" ,~ ,~:D ,:::"l"; ,I,.,)" ' ,.""." 10 I o o .,~2'xICl: - Z <C ' :J:I- 1-t5 a: ::E, ~B1 uO o en WI' ~:J: -" 1-' enu.. -0, w>- ::;1- ~::; u..<C ~S :J:w I-:c ZI- ;:0 Z 1-, WW, ~ 15'1 Uen 0- o!:: ww; :J:u 1-- \:b Z wen u- ~~ Z l, ';"." I '0 ( o r o o .. o '19-449 DEEDS Filed Nov. 20, 1912. Anges C. Dunlavy, a single woman, la180 signed by R. G. Daggett and Edith Daggett), to Olympio Power Oompany. EASEMENT. Dated May 22, 1912. Perpetual easement to ereot and maintain pOlee, towere, eto. over ./ .,/ Lote 6 and 7 in 8eo. 6, and Lots 2 and 4 in Seo. 7, all in T. 28 N" R. 1 East, W, M. :,C~""".'_" ~ - l~.ilL 1?K~.M.tt_'.~''''''L'-'''''''''''':--...I.-'; .lit:. - ~Jb.. .~"'~'~=' " l "~~ :. "_I~C"" "C)l\~ illlllllllullJli:llolil.." .;:-!'?ttt:~7:':{tt:!:,ri:~'?~" ' ,'.'~',::;J,aJ";Alj\":~;;~~\ ?>:::,"~!!:::'(;,;.'::',/t',~;.(,,- ," :; '~/~\1.\_~~;'j'{i.~~~~Jl{'iu* ~" ~lt " '(.: --... ~ --:"ii!i'O=: ~,'.,' ,,10' ,,',;,,', e ') , , ~-~~~'~~~~:~r __ - ----: - "'-=J \ \ . I I ,j 1 { , I \ ,\ '~ .'1 ~ ~. ;1 l' ;/ J o l '32Xlo; ...oliIIlIiIIlI1ilII/iIl1lll'Jljl/ll!-' L_ -....1..'. .... .... - Z <C. :J:I- I-a:i ~~; Wu -"0 Uo en w: ~~1 enu. -0' ~?: ~::; u..<C ~S :J:w I-:J: ZI- ;:0 Z 1-, WW, ~ 15\ Uen 0- o!:: ~~' 1-- 1-' \:0 Z wen u- i= :J:, 0....' Z :r'" o o o _t.,_J~I~.IIlIIIf"lI ~ ( , .' o o .. ( QUIT-CLAIM DEED III 1M mau.rol....~~.~~~~..~~~:;:.~.::~.'.~..:'!::!...:~9 ---.......---..-----.--- ftI,paIltor__~!..f~I!2..."'-~.2~t~.._~~!:'.I!~,....!!:~~l_.;~.~_..._...____.-- -----...........-....----.--.--.----.-..--........--.....---.........-- lor tbe CDIIldanItIOIl oL.-,_.._.._....,_...,___,..,_......_.__' ""Uan aDd aIao 01 _db to acc:nI. to .....tor by reUOll of JayiD, out aI>d .atablllbiD, a public road. CODvaYI aDd qull-c1a1m1 to Jetl..- COUnty. S1a1e of WaabiD....... tbe foUowiDll d.lcribed real eltale IitulIIe iD Jeff.rIClIl " Counly. WubiDstoa. vts: ~R.\C':' 1 /- !.lli!..l "/ " oa .. Tho anuth 30 t.... ~t Oovernnoenl Lat. b, Sort Lon 7, TOV1Ullt1p 28 t!ort.h, Ran'~ 1 East" ~~.Tf.. '~oilll~ Vlt:Jt nt C ll:r.t.y RO:'lri No. 12 (ChiM8C'lJ'! - 3el'lver ':..111; Ra"'I') Tho north )(\ foot 0" the East L17.L:! re,.t ot rOVllrnM.nt Lot.1, 50ction 18, TOV1Ulhtp 211 N~rth, Ranr." 1E..t" W'~'f l,v1nr _ot ot Counly Road No. 1.2 (Chimal"'" - Beay.., VoU_:' Ilc>od) ....11 1II',^',I'.l!IT..."K '^I.:':'~ TAX IIEQI'/!'1l.D , i:i I Y T~ASUJllta , ' ''(, /.~&...."r-.e.,n~,..J 1 '. ", . , ~ 'I'be Gl'8lllor aIIo .....1110 JellenOft County Ibe rlshllo eonllrucl and maiDlaln nee.a..ry cut aDd nu" .lope.. nlveN. lpeelal dltebol, 8J:d appurleulDcal wbere Ibe IlIme may ulend beyond \hi! Umlll 01 the land b....by CODV.yed, " Da'*' thII......_.........;....._..,day of........................,...,......,. ". A, D, 10"..,.,.. ~ ~ ~:==-=::=:::::::::::::l...~~::~=::' ,.. ..'.', VOL 1 '~~I I '(~:' .,;:.",~,'!f!:\;'~'e,.l,:~f~';~\,:";./;,',l_.;;<''';::;:'~;',\'1';,: ::'-,,", '\', ..,' ~.,/f..'j)I::I:.~'~/3i:'~rp.:1,~..~;:;}~;,;;;::,:::,:,;::,,:":.':',,:':',.":/;:::. .:',':':,', :-.", ,'- ", "-" " ',' lIliiU_~~.il.a&mjJJ1t1j!llld~.~~""'""'-''''~~~''~;'''~& 'i.~~'~=Y':'~~~'lt'~'4:j'~=~~~ '- r .... i f '1 ~ " I ) ~ t 10 :~:.:- I o~~.~~;.' . .., ,'_.., _w' ~ ...:....'--~.....~'-"..-..............., -- -.. o o II ~~~ ......- Z <C . :J:I- 1-t5 ~~: Wu -"0 Uo oow; ~ i=1 en u.. -0 ~?: ~::; u.<C ~S :J:w I-:J: ZI- ;:0 zl- W W, ~ 15; Uen 0- o!:: Ww :J:u ~[3 Z Woo u- i= ::I:j 0.... Z ,,,.' o o \ J111l1~ o o .. c ( LIMITED LIABILITY CERTIFICATE Jefferson County Public Works Jefferson County Court House Port Townsend, WA 98368 Order No. Charge Tax Total 35876-RA $200,00 $ 15.60 $215.60 RE. J.W. KAMP This is a report as of July 25, 1990, at 8.00 A.M., covering the property hereinafter described. The information contained herein is made solely for the purpose of determining the status of the property described herein, is restricted to the use of the addressee. and is not to be used as a basis for closing any transaction affecting title to said property. Liability is limited to the charge made for this certificate, DESCRIPTION. A tract of land, square in shape and four acres in extent, lying and being in the Northeast corner of Government Lot 1, in Section 18, Township 28 North, Range 1 East, W.M., in Jefferson County, Washington; EXCEPT County Road No. 12 right-of-way; AND EXCEPT the North 30 feet thereof lying West of County Road No. 12 conveyed to Jefferson County for county road by deed recorded January 2, 1968, and recorded under Auditor's File No. 194684, records of said county. VESTED IN. J. W, KAMP II and DEANNE C. KAMP, husband and wife. EXCEPTIONS. 1. General taxes, as follows, together with interest, penalty and statutory foreclosure costs, if any, after delinquency. . Tax Account No. Year Amount Billed Amount Paid Principal Balance 2. #821 182 001' 1990 $952.84 $476.42 $476.42 Reservation contained in deed from the State of Washington recorded under Recording No. 36842, reserving to the grantor all oil, gases, coal, ores, minerals, fossils, etc., and the right of entry for opening, developing and working the same, and prOViding that such rights shall not be exercised until provision has been made for full payment of all damages sustained by reason of such entry. -continued- (,.~"' , ......" - -: ---~- f)~ u>'L.IiiIIlIl.I_f I ".'-:, :..,',:' (' ~'~~~..;;.=:u_ ,";""";" -~.....-' ~t>.. lIiIIIIIIIlIlldJllilJ~_1II .L....lIIli~U - -- ....LJ1.JI.1lJ....M. I o o · . ..10 . 32 xl 0 ~~~"""__.IJJ_lIII--'l"M"""tJM~ - Z <C ' :J:I- 1-t5 ~~: Wu -"0 Uo en wI' ~~, enu.. -0 w> ::;1- ~::; u..<C ~S :J:w I-:J: ZI- ;:0 zl- ww, ~ 15; uen 0- o!:: Ww :J:u ~~ z wen u- -:J: b.... z .r'.. o o - o o .. <: (. Right of State of Washington or its successors, subject to payment of compensation therefor, to acquire rights of way for private railroads, skid roads, flumes, canals, water courses or other easements for transporting and moving timber, stone, minerals and other products from this and other property, as reserved in deed referred to above. Right to make necessary slopes for cuts or fills upon property herein described as granted to Jefferson County by deed recorded under Recording No. 194684. 3. 4, EFFECT OF LICENSE NO. 1-87 AND THE TERMS AND CONDITIONS THEREOF. DATED RECORDED RECORDING NO. I January 13, 1987 I January 15, 1987 I 305438 5. Restrictions imposed by instrument recorded on June 10, 1987, under Recording No. 308389. GRANTOR DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF. 6. TRUSTEE BENEFICIARY ORIGINAL AMOUNT DATED RECORDED RECORDING NO. . K. Douglas Whitcher and Elsie Whitcher, husband and wife. I Land Title Insurance Company . Bank of Poulsbo . $91,000.00 . March 15, 1984 . March 19, 1984 . 288473 GRANTOR 7. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF. TRUSTEE BENEFICIARY ORIGINAL AMOUNT DATED RECORDED RECORDING NO. : J. W. Kamp Ii and Deanne C. Kamp, husband and wife. . Lawyers Title Company of Washington Inc., a corporation. . ~. Douglas Whitcher and Elsie Whitcher, husband and wife. $39,427.31 October 15, 1985 January 2, 1986 298828 , .;~ GRANTOR 8. DEED OF TRUST AND THE T~RMS AND CONDITIONS THEREOF. TRUSTEE BENEFICIARY ORIGINAL AMOUNT DATED RECORDED RECORDING NO. (~~'-'- _~_ .-~(::'. __ .lIIId.ll L1.h.I::...-'~IM~- ~ ..~ .Ii"'~-- .- L . J. W. Kamp Ii and Deanne C. Kamp, husband and wife. I Lawyers Title Company of Washington, Inc., a corporation. I Business Brokers Inc., a Washington Corporation. I $14,000.00 I October 15, 1985 I January 2, 1986 I 298829 I o o -contlnued- .~:i ::,_:~," '...':~,f3;;:!;..~;\,i/;',.;;';I"i}/,;;,'t.~. I [] 32>< 10, ~~~_!IlIIIIII!IMIIlIlIl':'tlljj-L." ~._..L~~~~~:~~U2tl~'iJT~1l ~~~~ ~"""L~","'" - Z <C' :J:I- 1-t5 a: ::;, ~ a~ -"0 Uo en ' ~~, -" 1-' enu.. ~o\ ::;?: ~::; u.<C ~S :I:w I-:J: ZI- ~~, ww, ::; ::), ::) o~ Uen 0- o !::' wwi :J:u; I- i=' \:0 Z wen U- -:J:I b....' Z 7'" ,I t '0 o - .... o o .. c (, 9. FINANCING STATEMENT AND THE TERMS AND CONDITIONS THEREOF. SECURED PARTY DEBTOR COVERS RECORDED RECORDING NO. K. Douglas and Elsie Whitcher J. W. Kamp II and Deanne C. Ramp . PERSONAL PROPERTY AND FIXTURES LOCATED ON PROPERTY HEREIN DESCRIBED . January 2, 1986 I 298830 10. FINANCING STATEMENT AND THE TERMS AND CONDITIONS THEREOF. SECURED PARTY DEBTOR COVERS RECORDED RECORDING NO. MLC/cjh . Business Brokers Inc. . J. W. Kamp II and Deanna C. Kamp I PERSONAL PROPERTY AND FIXTURES LOCATED ON PROPERTY HEREIN DESCRIBED . January 2, 1986 . 298831 JEFFERSON TITLE COMPANY, INC. -.,.- ;~~ ? t. ~' ~ r ~ I o o 1 , 101 ~~.~~~ l>.boMitlI .....-'..Iii -~ LJ,:.~.L ~ ,j'I~'A_'~: :~:.:>> "'~"'~~";""'"''''''':':::\;'''I'::>''' ~ ,-: 10 " . '.~~~';'.L.loL.o\.~~~~ . ~ 'w.... _~':":"'lf1.. ~~~~~ ;c~_.:,:-.., ", -::~~= - Z <C' :J:I- 1-t5 ~::;, W[;l -" O' Uo en w' ffi:J:\ -" 1-' en u..' -0 ~?: ~::; u.<C en::) _0 :J:w I-:J: ZI- ;:0 Z 1-, :E ~l ::) 0\ UC/l 0- O!::I WW' :J:U ~ f3. Z ~~, i= ~[ o , Z \ o o .. c (-' C:""~B(~ ,j "~C#- r lJtt: u,hdy" JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 1J),/ N, ,'.' "'!' / ~B'B' ~~~ ,!.-:;~- 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 ***************************************************************** TELECOPIER COVER LETTER DATE: TIME: 8'/2/1-/70 /: 55 PJ-1. PLEASE DELIVER THE FOLLOWING PAGE(S) TO: NAME: CLr.:Jt2ft:.. dol'A"JrJ LOCATION: ~AI2A U~/X CITY: 1512&Mef't. 'TO AJ FAX NUMBER: 47Cf-57~1 TOTAL NUMBER OF RE: FROM: .r'.' i , I ;0 o C'-"-6" -,..-? . ,'.".' : ~ "'-,~: - ''';'' ~-:==::. ..... PAGES (INCLUDING COVER LETTER): ~'tMeVL If IJLA-€-l ~:SSII\Jc., ~c2.LJt"..e UlJtQ.-, rG 4- Dt;"eca PLEASE TELEPHONE (206) 305-9160 IF TRAM3MISSION INCOMPLETE FAX NUMBER: 385-9195 I o o .Tt":1.Z2'~~';;'~1~'90]\:t:?:.'i~;;:1 o' ,... ,....,<., . '.....,.. ,'. 1I<:i '. ~,.~..,_ :::;:~:;"JN ~:..~~~~~..L:;:j:~~~,~.~~'~';,{:;,'J"()" ....".,./32 X 112J .. ~ ........a I ==r~:Y~:_~;~:f.::=~~..~.__M""""".-r'41'~~ ...",11........ "~..", II "'" -- ilII. I . . - II II II - Ill. .-. . .-. . I!II .. III .. I 11II . II I: - -. ..... - 11II "Ill - .. ,- - III o -- o .. Z <C' :J:I- 1-t5 a: ::;, <C ::), Wu -"0 Uo U) w: f::b I -"I- enu.. -0 ~~, <C- a:-' u..< ~S :J:w I-:J: ZI- ;:0 zl- :E ~~ ::) 0, Uen 0- o!:: Ww :J:u ~i= _0 z wen U- i= :J:, 01- Z If- ,;rAm".". "l'hn"'p.snn. """'---.Jl,Q.ll.te 1. CIIy... S....._,~QtlJ.Il.llJ.Q.ll[....:1ll.tI!W1&ton f1 ~I Quit Claim Deed .............. TIlE CllAl'frOR S, S. M. ThOlllPSOI1 and Violet eae ThooPSOlI, husband =4 wite, tather and cot!ler ot Grantee".' , ... ... '" ....1<1.._ '" tOW AIm Al!TJ!:C'rION. .;....,.... 'I"l' wi.... - ;reme..:", .reOOP~OI1 ~4 I!lU'U;" 'Tu~lIlPSOI1.' husban4 8011 an4 daughter-ln-law ot Grantore, . -""nUowfn, dncrlbtd rul "1.Ito, Iftu.rM In ther County of Jefterson, topIh.u _l1JI. aD afta' aqutred litlo 01 the .taatorc., uu:reuu S.... .1 W.."'...... The South i ot the northwest ! ot Seotlon 18 111 TOMlshlp 28 North. Ranee 1 East or the \'Il11Slllette &ler141&11. ~ ~ .. ~ ! '::" ~..:I .. :;J .:,1., ',". . ~ .~. ".', "~, ': ,) ,~,: ~. !~ ,:" " , ~ 'Of :.(. '~ , : ., " r /'0" 'tr.^L EST.\TlI 'ALI!S TAX REQUIRED ~~'.Jl~S~RE~/ I o D..... "10 8th .taP 01, No:"ambel' , ' JIle ~. '.~~~~- '~t.)~r-""""" o STATE OF WASIIISCTON. } .:.. Coo..,. of Jetterson. 0" ,hie .b, pe_.1Ir .pp",..r bel... ... S. Il. Tholllpson an4 Vl01et Llae Thompson. ~~b.~~n r;nt; ~fA~r.f'lu.' . dttlCrlhf.d In .nd who t'lftUII'd .he .IIMn u" to",p'"' In"rument. .nd .....wJr~~~""'. -'lIt/', ,1.."llh. ..m. .. thetr ".. ..d ..Iunl'., .<1 and d...r. lor IN _,,01 l:l''''i'!/If1io:~'''WI'''''' .k='! rD.l~ !C , crY! !l)~...l'... ~, offlcl.I.,,',hle 8th do,.' , Nonmbsl' ~ . IIle,. , ~,:;~!,t~~" .."&I~~~::'.. J;,~~,iI-., NlUI.,., Port s;tl~:"tAl' t. .-~ WI. 169. rA:..Zll I o o ....... . iii - III . - .. . I II II .. III I 11II II - . . IIlI 11II II" .... ...11I - Z <C' :J:I- 1-t5 ~~. Wu -"0 Uo ~w\ ~~, enu.. -0 w>- ::;1- ~::i u..<C ~S :J:w I-:J: ZI- ;:0 zl- ww ::; ::)' ::) 0\ Uen 0- o!:: Ww :J:u ~i3 z Woo u- i= :J:, 0.... Z r o o I L j ;! 1,-', '. ,\ ' i' '.'''';'':''<. o o .. .1 :':"11 ! '> ". \. il , ~ ..... ...,.r..... i\ :\ I I I I. .'t- Statutory Warranty Deed \'c II \t THE GRANTORS, Janot '1'. SlD1tl1. .. wldow, deal1ne wltl1 hla eeparate ,propert7, ~'rai..'iliaCOlUld".Uoaol Ten en<S Ifo/lOOtb..'- .' ~ '. ;. _ _ . '-'.(~lO.OO)DOLLARS a~<S otber valuable conaldere Uona, ' fa hud paid, COft'leyl and wam.nU to S. Lt. ':bc~p8on and Vlo1et Mae TnnD\pson. husba'"n4 "nd ..It'e, : ~~to:~ delCribed rnl nt.te, Ihuale.s la the Cou.r, 01 Jetterso& . Sta.. 01,. TI1" Ooutb halt' ot' the Northwest ~u"rter ot' Seotlon III In'1'ownsI11p,', 28 North, Range 1 East ot' tbe Wl11!!:ette Merld1e.n, l 26tb lIaroh ,uSI.. ..,.. D.....thl. "-~~_(""'" (......, STATE 0' WASHINGTON; l~ C...., of .Tett'..reon \ ~~t;:~~::'I::I::IM,:.:btd I:;::"a::;h~ :1l:~<S'::"O"'.I" In'lrumlft~ .nd : ~,. ~1:"~'J;1e ~anod 1M ..... u her I...1nd vol....., IClInd dOld, lor 1M . , I' ~ ~ Ntn montlonod, ' , '\ ,. V~ ~~";' l1"b.nd .nd oll\clal.tallhi.' 26th cla,oI ' . Ilarah , " I If SI.'; '~"~ '. .~:" ~.&d.<:.- ~:~,."' ..,:..,.'# . Nil"" '"b," III _/1'11 , " .f ,,,,,..,....\., ... NIUJo, II Port Tow ,end: ~a'1fi9.J'.,253.. .__....._--..._,~,..-.-:.__-.:-~.;;;.;:.;.:.:....:...:..--~-,.~ ..,. .. .... ~_h.~'...~._.... _..,.~,..., . '. ... ...._......."._...,... ...... .,......... ''"' ..... "'.~., ~~ ~ 1 . -; : ..:.t I o o IIIJ .- IIIll .. fI II .. III .. I . .. . . III l- I- .. III II ." III I . - 11IIII III m IIlI1I ... .. ..... .. II .IM -- 11II _,lIIIII_,_ _II - o """"""'" o .. Z <l: ' :J:I- 1-t5 ~~; dg en 0, ffJ !i!i ...J 1-' enu.. -0 w>- ::;1- <C- a:-" u..<C ~S :J:w I-:J: ZI- ;:0 zl- w w ::; ::)' :;) 0\ Uen 0- o!:: Ww :J:u 1-- \:b z wen u- i= :J:, 0.... Z PlIed for R-.I at Requ..t Of ,.- AdI-- Port 1'01Ino.n4 Crown Z Or.cUt 11nloll, 0/. Crow" ZOll.rba~~~po~~ CltyadSta- Port Townsend, W.olllagton. Mortqaqe .8TATUTO"Y po...... ... .......... TIlE MORTGAGOR S, .r......,. Tllollpoon .ad Ilarll~ ThOlllpo,on, lIusband ud wlt.. __ la Porll T01InD8ad '1Orowll Z Oredl1; 1111101S. a oorporat10n, o .;....... ;"ymm, .1 '''..um .1 '1';,n Thousand alld' Wo/100th8 _ - _ _ _ . _ _ -;' '....-- - - - - - - - - - - - - -Ilon....lno,OOO.OO .....-.-'1'..... bnrin, n.n "If. lI.rowl th , akvac.t lD &.be Count)' 0' lettor.oll Stll' 01 WashInaton:- 1'11. BOI1t.h Ilalt ot tho 1I0rtllw88t ~ ot 5oot1011 18 1n '1'owl1a1l1p 28 1I0rtll" Il&a&. 1 lut at the Wl11....". llor1.dbl1':RECORD SA T'SF'~D: ~ '," "..J I t.f...J() ."j . ,.' " :. , HO'-1f;::rS'--;:? ~-'f / I ,,;-', .... .. SEP 191068 : >.:t,,; ~ .-f' . . f' "'.' ~, I ElE'TT'i J, TEMPLEl II.. 'l nL.,; J~eiso~n~d~__ J, , a,~..J ADd the mort'.lIIO' proml" and 1I'le 10 1>>41 betor. dflfnquency an lUes, JPfC1a.l a.wummtl and otbet public chili" Infect, uwutd or cb.tt)'td ll&[nll laid dncrlbed prrmlsf., and 10 ke-ep aU ImpfO\lfmenll OD NkI deIaibed pmnbet In.ured ...Insl Iou or datnalf by ftrw In 1M lurn 0' _ _ _ _ .. _ _ _ _ _ ,- - - - - - - - - - - -tull 1uIU'ablll ..aluo - - - - -o..llar.. ,_ lor the bead. 0' the marlllalN and 10 dllllm aU pollcln and rcntwatJ to LhI morl'_IN fa ct.II.lbI monllllor &hili (all to ply any In~tallmtnt or prlnclpaJ or 'nlerest MCUred bin", ''''~fD f.,. fW to bfp Of perlorm any covenanl or 'lfftmenl .lortsald, then tbt whale' lnd.btrdneq hereby IKUrcd aUJl lorlb.l.... bealmI ctu. and pa)'lbl., at tb. Ilectlol 01 ItIt martlllft ), ICconUn, to the terms 01 on. the 10110.'111 described ra1 aUI,.. "/4 I; " , .,l 1,1;" .". \ ,':';, ~~' -: ': -: t :. :. . .' ,"0, i : :"'i '",1 . . , . ~ .{.. .. : ,.... '. r " n.i.d tIdo 8tll da, of 1I'0....b.1' ,I' 65. "'?-'''':''_~'-~~-('W.l ?I~.~~"~.('''LI I o o o STATE or WASHINGTON, I" c...." of .r.tter.OD ~~"4io;~r09,n'1I1.pp..,ft! belu.. me .r......,. Tllollp.olS uot IIll1'l1rD Tho.plon, II "aIf.e~~, :~~ :~ ~'H: IndivIdual. delCrlbtd In and who i'1t'l:Ultd lhe within and for'lnfri. In..nlm,.,., and o<1litMti~f~.'" .IJIIl'" 'h. ..... u tll.. 11' I,.. ..... voluntary '" ..4 dttcl. r.. ,he .0114 I It};!! montlooft!, d'r;v il',~~".li.n4 .""0".,<1.1 ..."hl. 8tll day.r RI1....b.r ,II 6" -fl-''''o, ~_) -~~~~I......",,",,.. .., .... .....,.. N"." I'dlk ''''~ 'AI JloI. oj W",Ufll"", 'f, Ht/4/o,., POl't~, wl1!ellAl. ~,ail. ' . \I~L 6:.J ""..447 ,~ .rn:wM".........., - : ,..! ..:.._'~: ;.~ ~~.~ : ..-..;;..-:=;- ;..:~;"'7~1j..~~-:-:- -:-- - -----. - -' .' C' ~ I T ............. "- :-~",,._.'.., :~~"-'~'-~~,:'~":~ "':"~ ""'-''''~-''''''-'~'''':';"'''.''~--' "':"',' -. -- o TAX ,0 Th~~~l.fl. whon .t.m... by c..hle,. Pey by c..h or certified check 10 County Trea.ur.r. PLEASE TYPE OR PRINT C}REAL ESTATE EXCISE . m .... CHAPTER 82 .45 new CHAPTER 458.81 WAC TtQS AFFlDAYIT WlU NOT BE ACCEPTED UNLESS ITEMS <D THROUGH 0 ARE FULLY COMPLETED Submillo County Treeaur., olth. county ItI 'lIIhlch prop.wty i.located. 0 LUDLOW t-lAINTENANCf co.'mISS lOll,' INC. (3) JEFFFPsnr: COlI'lTV, iI ~1t1'!I C I PU' Name Nam. ~e ., rop!': RESOURCES. INC. w CORPORIIT!i")'1 ..w ~!Z d~ PO ilOX 60 ~m If'\20 JfFTrRSON "'" STRE,:T su..t Str..t eit PORT LUl)LOW State WA Zln 98365 eit PORT TO'mS!"H'\ stat.HA Zi'" QP363 0 ALL TAX PARCEL NUMBERS NEW OWNER'S Name 821162004 PERMANENT ADDRESS S,~Nf AS ,ll,SOVE FOR ALL PROPERTY SUeet TAX RELATED CORRESPONDENCE City I State Zip o LEGAL DESCRIPTION OF PROPERTY SITUATED IN UNINCORPORATED JEFFEllSON SEE ATTACHED COUNTY 0 OR IN CITY OF YES NO pliances. etc.) NONr Z <C ' :J:I- 1-t5 ~~; Wu -"0 Uo en : ffl~l -"I- enu.. -0 ~?: ~::; u..<C ~S :J:W I-:J: ZI- ;:0 ZI- ww ~ 15\ Uen 0- O!:: Ww :J:U 1-- \:b Z Wen U- i= ~; o Z @ Is the property currently: Classified or designated as forantland? Chapter 64.33 RCW o o o :~o~e~~:~~~P:rc~~:=:~~~~~,a~a~~t~~i~985? 0 0 Type Properly: 2i land only 0 land with new building o land with proviously 0 land with mobile home used building SEE TAX OBLIGATIONS ON REVERSE SIDE o ~1~~~~~~~~CCu~~~~~:'~~~~~:r ~f~~ ~~~e~r timber)? 0 Exempt from property tax unoer Chapter 64.36 RCW? (nonprofit organizations) o o (1) NOTICE OF CONTINUANCE (R~W 84,33 or RCW 84,34) If the new owner(s) of land thai is classified or designated as current use or forest land wlsh(es) 10 continue the classification or designation of such land. the new owner(s) must sign below. If the new owner(a) do(es) not desire to continue such clsssltlcalion or do signs lion, all compensating or additional tax calculated pursunnt to RCW 84.33.120 and 140 or RCW 84.34.108 shall bo due and payablo by the seller or transferor at the limo of solo. To determine If the land transforrod qualiflos 10 conllnuo classiflcallon or doslgnatlon, tho counly assossor must be consulted. All new owners must sign. This land 0 does 0 does nol quallly for continuance. DEPUTY ASSESSOR DATE (2) NOTICE OF COMPLIANCE (Chapta, 449, Lawa of 1986) If the new owner(s) of property with speolal valuation 8S hlotorlc property wlsh(ss) to continuo thlD spoclal valuation the new ownor(s) must elgn below. If the new owner(o) do(os) not duslro 10 continue such special valuation, 011 addl. tlonollox calculated pursuant to Chapter 449, Laws 01 1985, shall be duo and payable by tho soller or tronsferor at tho lime of aalo. (3) OWNER(S) SIGNATURE r- o 0 Tho following optional quootlons aro requosted by ROW 82.46.120 Is property allhn tlmo 018010: a, SubJoct to olderlY, disability, or physlcallmprovomont 10 20 e)lompllon? b, 0008 building, II any,hnva 0 hent pump or solar ,0 20 hoallng or cooling ayatom? o. Oanalhls convoVanco divldo n curront porcel cf Innd? 10 20 d, Does aole include curronl crop or morchnnloblo 10 20 timber? o @ Description of personal property if Included in sale (furniture. ap. DONATlml TO f, ~,lU~ICIPI.F If exemption claimed. explain COR PORATI n'! FOR Rlf;ItT OF HAY PlJRPOSFC; WARRANTY DEED Type of Document 7 -1:: _ ~r: Date of Sale or Conveyance Gross Sale Price 1/ $ Personal Property (deduct) 2/ $ Taxablo Sale Price $ Exciso Tax Stote 3/ $ Local4/ $ Delinquent Penalty 5/ $ Total Tax Due $ (SEE 1,6 ON REVERSE SIDE) -,5- -',- -,1- _l,_ -,)- _11_ -)- o AFFIDAVIT I CERTIFY UNDER PENAL TV OF PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON TlIAT THE FOREGOING IS TRUE AND CORRECT (soo #6 on roverso for ponaltles). SIGNA lURE: NAME (p,lnll: BRUCE LAlJR IE JI,HI:I(~IlN l,I.I. DATE & PLACE OF SIGNING: r"ll nTunll-;~ SPECIFY (circle): grantor/granloo/grantor'a aQunr/grantoe'.. agonl ) Address 01 resldonce or place of buslnoss 0' porson signIng (specl'y): SAr~E ^S MOVE o. DOOR convoyance Involve n trodo, partlnl Intorast carparoto affllhllow, rolnled parlloR, trusl. rooelvorshlp oron oslato? 1ft Ihe Drontoo nctlng os It nominee for II third pa'ly? 10 10 g. Principal uao: o aarloullu,ol o opt (4+ unllS) o oommarol.1 :2 0 Qondomlnlun1 5 0 InduII,I.1 8 0 mobllo homo 3 0 rocroallonal - 8 0 ,..Idonllft' 9 0 tlmbo, FOR TREASURER'S USE ONL V flonM nEV ft4 003() (A.v, 10/Aftl .4'US- " C) ...r'~' TAXPAYER ~..w.. lJiItIIIJ ..... J1LU Q~ -~Ill '\I.IlI.". "i<.}' ......, .<f J . 10 L ullt l ~11l1I"1t1ll ___. JJ - ~1::ltMI4~.1~~---~' (~~- ~~ \~ 11*1 -L.l .. 20 20 I o o 32 X I 0 .J!IIII ~ ....... ......".............~....... .... - Z <C ' :J:I- 1-t5 ~~: Wu -"0 Uo en wI' 1B:J: -"I- enu.. -0 w> ::;1- <C- a:-" u..<C ~S :J:w I-:J: ZI- ;:0 zl- ww :E :::I' ::) 0 ~ Uti) 0- o!:: Ww :J:u 1-- \:b Z wen u- i= :tl 0....' Z r o o o :-.''l:->>.-' PLEASE TYPE OR PRINT OREAL ESTATE EXCISE TAX 0 '- CHAPTER 82.46 new CHAPTER 468-81 WAC THIS AFFIDAVIT WIU NOT BE ACCEPTED UNLESS JTEMS (!) THROUGH 0 ARI! FULLY COMPLETED Submit 10 Count)' Tre.aur.r of the counlV in which property 1.localed, This form ia your receipt when atamped by c..hi." Pay by ca.h or c:enllied check to County Tre..ut.r, 0 POPE RESOllRCES, INC. (!) ,JFFFEilSO'1 COt'\'TV Name Nam. ffie W a:... w" ia! >z ". 19351 EI GHTfI AVE " IDa: "'" Nl~ , SIJITE " 1S20 ,1EFEFPS'lN STPFFT Slreet ~)<.! .\ i)."\i_J St,.et nJ City POULSBO State Hr, z:. 9i1370 Cit fl!)f'T TOHNSENfl State !f:: Zln ?'?16(~ 0 ALL TAX PARCEL NUMBERS NEW OWNER'S Name 321171')01 PERMANENT ADDRESS SN1r AS MIOVE FOR ALL PROPERTY SI'881 32117100? TAX RELATED CORRESPONDENCE City/State ZI. dn16;~lliJl o LEGAL DESCRIPTION OF PROPERTY SITUATED IN UNINCORPORATED ,JEFFERSON COUNTY 0 OR IN CITY OF (SEE ATTACIlEfl) @ Is the properly currently: Classified or designated as forenlland? Chapter 84.33 RCW YES NO o Description of personal property if included in sale (furniture, ap- NO~IF o pliances. etc.) ~1:~~~i~~~~CCU~~~~::. ~~~~~edr ~.r.~~ ~~~e~r timber}? 0 DONATION TO ~'lIJ!Jj('JP^l E1~~~'!\,"1"IaWJe<tl'lll'la,\mAJ 'II'-PT r..r ~;,";,' ~lJilPGSp,) Exempt from property tax unuer Chapter 84.36 RCW? (nonprofit organizations) o toJl\RRANTV DFf:n TypeotDocument &i IZ'i ,(, Date of Sale or Conveyance Gross Sale Price 11 $ Personal Property (deduct) 2/ $ Taxable Sale Price $ ExclseTax Stale3/ $ Local41 $ Delinquent Penalty 5/ $ Total Tax Oue $ (SEE 1.5 ON REVERSE G1DE) -11- -t.l- -iJ- o (I) NOTICE OF CONTINUANCE (RCW 84,33 or RCW 84,34) _;1_ If the new owner(s) of land that is classified or designated as current use or forest land wlsh(es) to continue the classification or designation of such land. lhe now owner(s) must sign below. If the new owner(s) do(es) not desire to continue such classlflcotlon or deslgnatlon, all compensating or additional tax calculated pursuant to RCW 84.33.120 and 140 or RCW 84.34.108 shall be due and payable by the soller or transferor ot the lime of sole. To determine 11, the land transferred qualifies to continue closslllC8110n or designation, the counly 8ssessor must be consulted. All new owners must sign. This land 0 doea 0 does not quality for conllnuance. DEPUTV ASSESSOR _',1_ -(1- o AFFIDAVIT I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FOREGOING IS TRUE AND CORRECT (see #6 on reverse for penalties). DATE SIGNATURE, mlllCf: lAUIU !. NAME (p,'nt): ,Jf:FFiYS(I'I CO. (.l1l1'!lH()IJ~'[ DATE & PLACE OF SIGNING: SPECIFY (clrclo): Qranlor/granl88/gnlnlor'lI aaenlf,gr.nIOO'1I aaon) (2) NOTICE OF COMPLIANCE (Chapter 449, Low. of 1985) If Iho new owner(a) of properly with special vnluatlon 8S historic property wlsh(os) to continuo this speclol valuallon tho new ownor(s) must sign below. " tho now owner(s) do(oe) not doslro to continuo such special valuation, all addl. t1onol tax calculated pursuant to Chapter 449. Laws of 1985. sholl be duo nod payable by the sollor or tronoforor at tho tlmo of 0010. (3) OWNER(S) SIGNATURE AddrO_~~~f:oj{~n,^o'l?{~~ce of buslnoRs of person slgnlna (specify): 0 Tho following optional quantlonR are roquootod by ROW 82.45.120 0, Oooa conveyonoe Involve n trodo, portlol Is proporty 01 Ihe limo of sole: Interolt corpornla afflllatos, rolalod portloe, 10 20 trust. receiverShip or on oslata? a, Subject 10 oldorlv. dlsoblllty. or physlcollmprovoment 10 20 10 20 oxompllon? Islho grAntoo acting os 0 nomlnoo for n third pn~y? b, 0008 build In a, Ir any, havo n hont pump or sol or 10 20 hoollno or cool 109 systom? g, PrincIpal UlIO: c, Oooa thlo conveynnoo dlvldo 0 curran I porcol of Innd? 10 20 o ngrlculturnl 20 condominium 3 0 rooroatlonol d, Ooos anln Inoludo ourront crop or mnrohnntnble 10 ?O o npl (4 + unlle) eO Induolrlol 8 0 ro.ldonU.' limb or? o commero'.' 80 mobllo homo 9 0 Ilmbor FOR TREASURER'S USE ONL V 1'0"114 nF.V 1104 00:10 In.y. InlMI .04ft1S. ~~. TAXPAYER (~~-;" ^'.""~':~ -- &<'~ J& ~_lIL.JI.~l ~P'l"l ........, ~ c ~1 ~l (' rUUl -- - ...~ ~Ul.l."'" 10 I - o o ........".,'.,-~ ~""""""''''''''''''-''''':'''rlillllMlllWidN- U'JIBII..a 32 X 10 l'" -- Z <C ' :J:I- 1-t5 a:;:E :'fj ::l; -'u UO en 0, ffi~\ -"I- Ulu.. -0 ~?: <C- a:-" u..<C ~S :J:W I-:J: ZI- i=O ZI- ww ~ 15; Uen 0- ot: Ww :J:u 1-- \:b Z W(/) u- ~ ~I 0"<' Z r o o ."-""-.:,,,,,,~. - o Submit to County Tr..surer ot lno counly in which property is !ocal..d. ,OREAL ESTATE EXCISE TAX 0 . CHAPTEfl 82.45 ACW CHAPTER 4sa-81 WAC THIS AFFIDAVIT WILL NOT BE ACCEPTED UNLESS ITEMS <D THROUGH 0 ARE FULLY COMPLETED Thll lorm I. your receipt when stamped by cashier. Pay by ca.h or cartllied r.heck 10 eounly Tr...uf.', PLEASE TYPE OR PRINT o U!1)U)W ,'1AINTP1ANCE COMMISSION. INC. Name ;2 ~~ on'" " ~', PI)OF RFSOUl'lCES. l'!C, po f\OX 60 Slreel Cit P0RT LtIOLm,j Stata flA <Jf\3G5 Z! o Name NEW OWNER'S PERMANENT ADDRESS FOA ALL PROPERTY TAX RELATED CORRESPONDENCE City/Statlt o LEGAL DESCRIPTION OF PROPERTY SITUATED IN UNINCORPORATED ,JEFFFRSO'l COUNTY 0 OR IN CITY OF Slteel S,ll,MF r,s MOVr SFE ATTABHED o Is the property currently: Classified or designated as forent land? Chapter 84.33 ACW YES o ~I~'::~~~~~~~~~~~~:'~~~~~:r ~f;~ ~~~e~r timber)? 0 Exempt from property tax unuer Chapter 84.36 RCW? (nonprofit organi.lotions) o o Receiving special valuation as historic property un~er Chapter 449, Laws of 19857 Type Property: 0 land only 0 land with new building o land with previously 0 land with mobile home used building SEE TAX OBLIGATIONS ON REVERSE SIDE o ( I) NOTICE OF CONTINUANCE (R!JW 94,33 or RCW 94,34) It the new owner(s) 01 land that Is classified or designatod as currant use or forest land wlsh(ea) to conllnue the clal'Jsltlcation or designation 01 such land. the new owner(s). must sign below. It the new owner(s) do(es) not desire to contInue such classification or designation. all compensating or additional tox calculated pursuant to RCW 84.33.120 and 140 or RCW 84.34.108 shall be due and payable by the soller or transforor at tho time of sole. To detormlne If Ihe land Iransferred qualifies to continue classification or designation, the county asseSsor must bit consultnd. All new owners must sign. This land 0 dOBS 0 does not qualify for continuance. OEPUTY ^SSESSOR OATE (2) NOTICE OF COMPLIANCE (Chapter 449, Lewa of 1995) It the neW ownor(s) of properlY with spacial valuation as historic proporty wlsh(os) to continuo this spoclal valuallon the new ownor(s) must sign bolow. II tho noW owner(s) do(es) nol desire to continuo such apoclol valuation, 011 addi- tional tRX calculatod purauant to Chapler 449, Laws 01 1985, shall be duo Rnd payable by tho aollor or tronafaror at tho lima of ealo. (3) OWNER(5) SIGNATURE o Tho following opllonal qU8stlons orc roquostod by ROW 02.45.120 la proporly at lho limo of anlo: n. SubJoct to oldorly, dlsoblllty, or phyalcnllmprovomonl oxomptlon? b. Dooa building, If nny, hnvo n hont pump or 80lnr hontlna or cooling svalom? o. Dooa thlB oonvoynnco dlvldo n currant porool 01 lond? 10 20 d. DODD Dalft Includo curront crop or morohantablo tlmbor? 10 10 10 r l I i I I i I ! FonM fll!V t14 00:10 lnllv. u'IIMII .d ..__. "",., "" __ ...:so ( 0 NO o o o o 20 ..0 20 @ JEFFERsrp! C01J'1T\'. ^ ~11"nr.rPL" Name ... a:... ...... ~z ".. co a: " CORPORATI()~I Street 182n JFFFrRSO~ STREFf ell PORT TO~INc:: F'l'l Sta'8 ~,1 ,^, l"lA1fS ZI ALL TAX PARCEL NUMBERS 9"0603236 Zip @ Description 01 per;tcWilFroperty if Included In sale (furniture, ap- pliances. etc.) 1"ltfflT~ippelJ!i~M~\'\T'?fWH~N11RIl4 0; '/':: PURPOSES WARP-ANTY OFto Type 01 Document 7912 ~O Date of Sale or Con"eyance Gross Sale Price 11 $ Personal Property (deduct) 21 $ Taxable Sale Price $ Excise Tax Slate 31 $ Local 41 $ Delinquent Penalty 51 $ Totol Tax Due $ (SEE 1-6 ON REVERSE SIDE) -)- =-o-=- -,'- -A- -'J- -5- -1.1- o AFFIDAVIT I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FOREGOING IS TRUE AND CORRECT (aoe #6 on reverse for pennltles). SIGNATURE: NAME (p,'nl): r\RUeF L^IlPtE dtt"t"t.H:.I.1'l llJ. DATE & PLACE OF SIGNING: rrIlIO'T'IJ('ut<:t" ( , SPECIFY (clrclo): grantor/granlee/granlor'a agant/grantee'. IIgant Addross of rosldenco or ploco of business of porson signing (speclly)~ SM1E AS ABOVE e, Ooos convoyanco Involvo 0 trado, partlal Intorost corporato afflllatoll, rGlotad part loa, 10 20 truat, rncolvorehlp or an oa1810? f, 18 tho granloD noting a8 8 nomlnoo for 0 third 10 20 parly? g. Principal U80: I 0 r,grleullurnl 4 0 npl (H unlls) 7 0 commorclnl 2 0 oondomlnlum 6 0 Industrial 9 0 meblle heme 3 0 rocrontlonnl 9 0 realde.linl 9 0 timber FOR TREASURER'S UBE ONLY .4116. [ ':{) TAXPAVER ~, 6.r~~ ~_U'JiIi;~I'j ( 10 - I o o 32 X 10 . ~- Z <C ' :J:I- 1-t5 ~~: ~g. Uo ~~\ -"I- enu.. -0 w>- ::;1- <C- a:...J u..<C ~S :J:w I-:J: ZI- ;:0 zl- ww ::; :J' ::) 0' Uen 0- o!:: Ww :J:u 1-- \:b Z W(/) u- i=:J: 01- Z r o o "'"..~ o SUt...tht to County Tr..sur.r 01 the county in which property is located. OREAL ESTATE EXCISE TAX ,0 CHAPTER 82.45 RCW CHAPTER 458-61 WAC THIS AFFIOAVIT WILL NOT BE ACCEPTED UNLESS ITEMS CD THROUGH 6) ARE FULLY COMPLETED This form is your receipt when atllmpud by c..hl.r. Pay by cash or certified check to County Tre..ur.r. PLEASE TYPE OR PRINT (j) LlIDl<W 'V\I'iTFNAlIC'" COf'l.'H S ST (W . PJr. @ ,lrrF'"T:'sn., rr)II"!TV " .~,!I '~,I T f"" r p, ;. Nam, Name ;2 \~ C-!)P~ ROS')!JRCFS. INe, w CORP~)~ATT(\', ..w ~!Z "'z "oe woe PO no>: 60 ..= .... 18?O Jrrrr.-r>'Sn'{ STPFFT " " Str..t Street FOC!T llJDU)1.J 'dA '):~3>')5 PORT TnWflSPIO 1,JA 'lr;1i:,~ Cit.. State Z<" Citu Stale Z; @ ALL TAX PARCEL NUMBERS NEW OWNER'S Name 900400;:-5,) PERMANENT ADDRESS S~'\F ;IS MOVE FOR ALL PROPERTY SIr..e' lJljn4!)Ull'.1 TAX RELATED CORRESPONDENCE City I Slate Zip o LEGAL DESCRIPTION OF PROPERTY SITUATED IN UNINCORPORATED ,,1EFFr:RSor: SFE ATTACHED COUNTY 0 OR IN CITY OF YES NO o Is the property currently: Classified or denignated as forent land? Chapter 84.33 RCW o o o o o @ Description 01 personal property if included in sale (furniture. ap- 'lONE pliances. etc.) nONATIO~ 80 A NU~irrPLr 't~I\~'"/lW~1'Tm~d~.~p!a;RF", or "..\'( ~:lr~;nfS ~IArmA'!TY nEE!' Type of Document f-l(.~ ')11 Date of Sale or Conveyance _ '~I_ Gross Sale Price 1/ $~J- Peraonsl Property (deduct) 21 $ , -!,I- Taxable Sale Price $ Excise Tax State 3/ $ Local 4/ $ Delinquent Penalty 5/ $ Total Tax Cue $ (SEE 1-5 ON REVERSE SIDE) ~1:r:~~~~~~;U~~~~::'~~~~~:r ~f.~~ ~~~e~r timber)? 0 Exempt from property tax unuer Chapter 84.36 ROW? (nonprofit organizations) o o -\1- -'.)- -t)- -~ 1- o AFFIDAVIT I CERTIFY UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF WASHINGTON THAT THE FOREGOING IS TRUE AND CORRECT (soe #6 on reverse for penalties). Receiving special valuation as historic property under Chapter 449, Laws of 1985? Type Property: 0 land only 0 land with new building o land with previously 0 land with mobile home used building SEE TAX OBLIGATIONS ON REVERSE SIDE o (1) NOTICE OF CONTINUANCE (RCW 84,33 or RCW 84,34) SIONA lURE:.'" NAME (prlnllPRUCr LAUflIE dl.HtR~,(Itl CO, DATE & PLACE OF SIONING: rr\lln,',,'},!:l'* SPECIFV (circle): grantor/granloe/grantor'. 8ooft/aranlee'. agenl) AddrOB9 of rosldoncn or placo of buslnoss of porson signing (spoclly): SA/'If.' I\S MlOVr @ Tho following optional quostlonA lIro roquostod by ROW 82.45. H!O 18 propnrty nltho limo of aolo: n, SubJoot to eldorlv. dlsoblllly, or physlcnllmprovomont ,0 oxompllon? b, DODD bulldlno. If any, hBVO n hoot pump or oolnr ,0 hoollng or coollno ayalom? c, DOOR this convoynnco divide n Qurront parcol of Inod? ,0 d, 0001 1010 Include curronl crop or morchontoblo ,0 IImbor? 20 20 20 20 a, 0008 convoyanco Involvo n trado, portlal Intoroal oorporato aHil/otBII, related portlos, ,0 20 truat, rocolvorshlp or on Olllolo? f, Ie tho oronloo ocllng 08 n nomlneo for 0 third ,0 20 pnr'y? If the new owner(s) of land that is classified or designated as curront use or torest land wish(oa) to continue the classification or designation Of such land. the new owner(s) must sign below. If the new owner(s) do(es) not desiro to continue such classification or designation, all compensating or additional tax calculated pursuant to RCW 84.33.120 and 140 or RCW 84.34.108 shall be duo and payable by the Beller or transferor at Ihe time of sale. To determine It the land transferred quallfias to continue classlflcatlon or designation, the county assessor must be consulled. All new owners must sign. This land 0 does 0 dOBS not qlJalifY for conllnuance. DEPUTY ASSESSOR DATE (2) NOTICE OF COMPLIANCE (Chap'ar 449, Lnws 0"985) II tho new owner(s) of property with special valuation 88 historIc property wlsh(os) 10 continue this spacial valuation tho new owner(s) must sign bolow. II tho now owner(s) do(es) nol dosire to continue stich special voluallon, all addl. llanal tax calculated pursuant 10 Chaptor 449. Laws of 1985. sholl be due and payablo by tho sollor or transforor at tho limo of solo. (3) OWNER(Sl SIGNATURE g, Principal U80: , 0 norloullurnl 4 0 apl (4 + unllo) 7 0 commttrclnl 2 0 cnndominlum 5 0 Indualrla' 8 0 mobllo home 3 0 ,oo'aollonal 6 0 ,noldanllal 9 0 IImbar FOR TREASURER'S USE ONLY I'om" RCV 84 0030 (nlt't' 101M) .41'1&. ""~'3 TAXPAYER .. ,....,. -44 ... <- 0 iJ..n.I .- ': '- _.IIiIlIflI~"""- .-- - o i~< ". '.' .' (' I 0 ....J. ult!n.lJIIIII_._~a;"~l~.lll~1IaiH1: :'-".:-:- ,"_~9!" -_..:.... I o o 1.-'lIiII~LdlJlIl\t.1 32 X I 0 r ............ Z <C' :J:I- 1-t5 ~~: Wu -" 0' Uo ffi~i -I ....' enu.. ;:;:;0, ::;> ~~ u.<C en::) _0 :J:w I-:J: ZI- ;:0 zl- :E ~.\ ::) 0 \ Uen 0- o!:: Ww :J:u 1-- \:b Z wen u- i= :J:, 01-. Z 'r' o o - i - - o o .. o S'rAR'l' 0-::S6;;;;~-o(~ \ - I \ "/546467.83445.3-1-0:7 2:()'F~T 169 343506.097 nrv S~; 9 55 6.5 49.665 ;J ,;~ t ;:; ";~ 171 343457.15!:. 5464!;9. 276 +5 ~'r:)::J -"-~! ". I INV 51'i 8 46 33.6 327.642 176 343133.349 546405- .287 4- 'S2;1' ':"-",i 'j') ':J;" RMHlIf. P'l' l75 343153.34lJ 546409.019 GO 51 (,.4 DF.I,TA 20.0lJ1 f'ADIUS 26.224 APe 25.940 CHOFD 17.03!! 'l'fol')CEN'l' PC 'IO PT INV I1C 4e 48 21. 5 25.939 177 343150.433 546428.806 I~r: F~c~T, f-:(.~ PJlDlln: I?'I' 15J 34321<!.8G1 546005.0C9 1 20 12.7 DB L'l'" 428.370 rADIUS 9 .995 I\FC 9.995 clJont) 4,9% 'l'ANCH1'1' PC 'rCl PT INV NE 7 41 14.8 9.995 179 343160.338 5461\ 30 . 143 ,',(:4- ~;(o ,', 4').1'/0 k\' n:v N1; 7 2 34.7 179.654 HI 34333R.636 546452.1711', T. '):",'1",,70,0' :"."".',' n/\DlUS P'I' I 167 343686.211J 543638.772 0 0 3 23 59.8 m;ul'/\ 2834.789 (,"DIllS 160.217 Arc 160.192 CHORD 84,133 'fI\Ne.EN '!' PC '10 p'!' INV Nr. 5 20 36.4 16/).192 169 343506.097 546467.034 r 5.31 \'J~.1 SOl T:T. I\Rr/l 4017 S Fl 0.0922 I\CFgS 'C---;-=---. .. '. '. ..... .c ....,.. .'. _,... .." ..'...... .,,-'.' '..&:(.:)' "~:"0;!S':':':\-"'.i<""'(' .'~ ,...10 11 I1JlMlt~ JJLlb.~l.'" ......';.'~IliII~...~~.~_J.,"'~'~~~~~~.~=~~~"' - 32> wu -"0 Uc 1B ~i -" 1-' (flu.. -0 w>- ~t: a:-" u..<C ~S :J:w I-:J: ZI- ;:0 zl- ww ::;::> ::> 0' Uen 0- ot: Ww :J:u 1-- \:b z woo u- -:J: bt- Z , , . , ~ , , , ~ - '. ,e"..... , . , , ,:;:"" ...(01' , c.,~.. ., p,l. STA. 2+66,11 " ... "... , . . <;1.:....' ~:",'::/ ,(;(::{~;' ,,#;./'. (, ~ ....~:'-::.../ /~' )',',"', , N29'48'1S"E ~" . 48'8,0,., . . . '. .'..... ... cP 'J1 <;:>X , DelO N42'48' 43- . 111.97' STA, 0+88.44 25'29' 42" E 61.27' --, . , "'1 f;f u, ,.. --- --- "'~'~''!'!'!'!','!'!'!'!t'!'!'!'!t,'!'!'!'!t,~,'!'!'!'!t,'!'!'!'!t,'!'!'!'!t,=''''!'!','' ----- -I --- --- - --------~ STA, 458+49.76 0,06 RT, Iron pin . \, I "..... r- 1\ II I I I I .., ,"'", '-...".., .., ....~.~.~.~.~.~.~.~.~,~.~ o ~~ "....,,,.,~._~.J ~-~ ~ -LIlIiII.a.....l .w_..~- ..Loll\, IlLIlJ~l..~ ....,~~t:5~~1~~~d~~~~rm~d;,~~:J~ - '" ~. ---. ...L ...--... '" JiliLl1MHIII --'1_1.11I_ .'":~' (. 0 T o ,.il' " / " / .~, ,/' ;, ,/ " ,/,/ ~,/ "'~fIIo.. ,,/'/ ,/ "", ,;1/ / '/ ,// /~.... '"" ,," // // ~.., . ,,/,/ / /,,",' ,,/ /,/ ,.9 / /"" ",/ / / /", / / /' " / ~// ~." "j/ // .:D1t.y,/ /"l~' , . w / ...\"y' ~C)-' . ,'," ,';c,'< ,,/ ,/ ~ /,,, ,,:.:-:,' ,./ / / /,,, '-c'-:,- ,.... / ~ //", ',' ' ,/'/ //' "", / ,/'/,1', / /' Y / ,.' ,'./ ,/ //'" ",.-:;;" l ~ ,/ /,.." ,',':>; i" / /,/ <~::i:'::::::::"" f n j i' : . : :,:: -., . , , " -- ":',' :,: ", ::: "" rY' :f: .._" . . :,: :1: rr~ ~:: ,-, U! C~ w ,/, m Ii! , , , , , , , , ; \i!'L<>, ~~~0I73_1 ..,' U:....H ~ I! ~ Ii:: n ' << .... . :-" t.F~ 'i t. ~ ") _ S _U'11L1 TY ....,..,.... ..,....,..,.. ,"', ' , '" : ' ' , ' --_....:..:..;.;~~.g,:..;.;.;,..," ()'Ef'46'j4'7r W---_.:..E;4,S~ENT..'t;: :,:::::::::::::':6,.;.::::-:..;....:;~~J~~.:.:.':.:.':.:...,......"j !~..".. ,....,..,........,..,! .. -..:..:..;.;.....-L_..,......... 327,64' ,~'- TO -____...::.:::..::.::~,:.ulIU1Y'......'" ..'....E;6,SEMENT...... -,-........,....,..,.. \1 S 09:1,9,68 10-' ---------------- \8\ -----........ ..,5'07" __ ' -.......~... "W pc:,c:FP"":= 6p~=u - _ _ _ _ _ _ ~ - b" ".--'--'.......'.....__,,;,,;;,i,~,.;.;.':.:.'__,,;,;,;,;,,;,;,;~::..______, ----_l() 0 ___ - I ..., -----g ----------------- '!',~,"!"!'!'","!'!'!',~,~,"!'!'!',~,"!'!'!',~,~,"!'!'!',~"'-" --____________ _ ___,=-_ _' ---------SA' _ ___________ ___C..9:...BQ.:_~ .......,.~.~.~.~.~.~.~,~.~.~.~..". P,I, STA, 4+53.85 '1 t3, I. '2 t) N. , ~ 4~ .)r ~~c II UN END OF PROJECT STA. 5+85.78 WALKER WAY M.P.O.11 , 2+66," ., ~~... 4_"Cot;" , ~:::.. .. "'~""" i;"-'~07,.. '. .:-;.":"" -- , S ~-:02'J5;;- w - ------ - -- --- ~ + U1 '" ill ~ ~i(4jl"-+z.-"bJh,8.;~:;,' >'."ID"~'--' "tJ r> o ,76 Piii ..~~~~~~~~.., ...~~~~~! STA. 453+11.94. 1r0=il~ ~[))~a~~ne F ' --.T-O.....------....~~ ~ ,; "..:,,,..........,;,;...~,~' " 32 X 10 - - U_.!llll -...,. -... J.t:. L:-""':"'- "'- -- L1 L_ --"t..-l""'?"'.....- 1IIIlIItIlli.::tJK1 -- ''''''IG''' - ,~Z';1li.';i;J Z <C ' :J:I- 1-t5 ~~. Wu -"0 ~o ~~\ ...J f-' enu.. -0 w>- ::;1- <C- a:-" u..<( ~S :J:w I-:J: ZI- ;:0 zl- ww ~15 Uen 0- o!:: Ww :J:u 1-- \:b Z wen u- -:J: bf- Z ,.. o 459+02.29 . Xi-' 1'{ ~ ~ t .:' ',' N; 7~,~~4' 4~~" W 4.17' [' v) : , '" ,-". " 7'/ , ===8211620~ :: , : : , STA. 457+17.87 ::', OAK BAY ROAD .M.P. 8.6':' I =STA. 0+00 "I WALKER WAY M.P. 0+00 : I FOUND CASEDMONUME~l / ,,: / :( / :.:-if--/ " .... , \ \ I I , I '- ::::!9040026D !ESENT THOSE SHOWN ON SIT10NS D SURVEY, )AD IA vlONUMENT .TA, - o o .. ..~~...... / I I I I -Jl:'"_ _ __I .'1 ..,~'~'~'~'~,~,~,~,~,~,~,='" ------ --------- ....~.~.~.~.~.~.~.~.~.~.~ o o o ,.... + v t() v I I / / I / I " \ \ \ \ " " ,..: a: rlH1~ ~/D!fMJU~~lLrv : 821162004 I.UDLOW MAINTENANCE COMMITTEE 7.06 ACS. 0.049 ACS, 7.01 AC - 990<400173- 2 POPE RESOURCES /LUDLOW MAIN. COM. l..INC€TERMINED 0.193 ACS. UNlETERMl 990....00173-1 POPE RESOUflCES /LUDLOW MAIN. COM. UNDETERMINED 0.092 ACS. lINDETERMl1 PARCEL NO. NAME TOTAL AREA R/W REMAINDI BY A.PP'O OWNERSHIPS o - L ( ..,".~,._- - : o I:L ~ --. ---~- () o ':.> ) 32 X ~ 0 Ii 10 TW 'W" - b...__ l~ L~ .... - ............ 1 U I!All - 1. lli... ..h.. - - o o .. I i -- ...~~- -- . """"""~'~'~'~,~,~,~,~,~,'!'!'!'!'," --, _' 'f - u/--______ ___________ --~, --------, _ _,' OAK SA -------____ __~9~~~~i --- --- ..~~~~~~~~.. ...~~~~~~ o ""~,'!'!'!'!','!'!'!'!',~,~,~,~,'!'!'!'!','!'!'!'!',~,~,~, o ci "- + v I(J v :u r> ~ iron pin ,..: a: p,l. STA. 453+11,94 .j>. ~ + (J1 v. tn -..J lrD=ilfE ~[DJfAjDD~~[l u11 LUDLOW MAINTENANCE COMMITTEE 7.06 ACS. 0.049 ACS, 7.01 ACS, TAX LOT 5 2 POPE RESOURCES 7LUDLOW MAIN. COM. UNt:€TERMINED 0.193 ACS. UNt:€TERMINED RESERVE AREA " POPE RESOURCES -/LUDLOW MAIN. COM, UNDETERMINED 0.092 ACS, UNDETERMINED RESERVE AREA NAME TOTAL AREA R/W REMAINDER REMARKS OWNERSHIPS o ( ,"""",--,- = 0)) 1If--- ~ --- 11I1.-- .... JlIII"'-- J_ -.- - .1 ~ In ') ''''J. .~' ~~ n ,...J ",J .t_" ,~ ;"...J -..:I.~"" -.- ....__.....;;............. -- _* 'L.- ~ . - Z <C ' :J:I- 1-t5 ~~: Wu -"0 Uo en ' ffi~\ -"I- Ulu.. -0 :E?: ~::; u..<C ~S :J:w I-:J: ZI- ;:0 Z 1-, ww ::; ::)' ::) 0' Uen 0- O!:: Ww :J:u ~t5 Z wen U- i= XI 0.... Z r' o o C~--"". - ~L MlIIIMI - -- -, o o .. - ,. - _- .~,~/ f~ft^A}-'-"v;k~~~~ .. . :"' .;~~ r~_,...:. '.Z wf ~~ ,___' , _" ~:._:;1~~~~~~:~'.' - -.. ~~~ ~~:.:<.:- Feb. 25, 197"L t ....b,.:::J~ .. ............ ;...- ~ -...~^ .,.,;~ flII17 CIADI _ ...... t.-. caAIn'CIl, 10ft . ~ HYIIDI'HU'I'. me.. for .... Sa _u....tlGa of _ Doll.. .. ..../lOO------------(U.OO) __ _ ..It cla_ to J.UDLOIl JlAI1lTUoUlCl! C<MaSSIo.. DC. ta.. fol~ daacrtbed 1'..1 ..tate, .1~...ced 1.D the ." :". . .. ..'..: ~ :.;...~ of J.ff.~OII. leet. of V..hiD.atCD. loclud1na D!J7 tatenllt Cber.ta "lch arlotar -7 hereafter acquire: Ul ena. .lalIieGted .1 "....rY... on the recordrc.f plat. of fort Ludlow 110. I, recorded 10 Vol\1111e S .f .lata, ..... 26 to 32, recoret. of Jeff.rlca eo..tJ'. v.11d.a.tOll, aad Port Ludlow Ho. 2, recorded lD '9'01... , of 'late, pasu 41 to 48, recorda of JeffanGtll CouIlIt)", V..b:l.natouj Ind Port LuelleN No.3. neon" ill .ol~ ~of Plate. ,.....---2.L-to--!..Z...... C'eCorda of JefferaoD County, V.,hIDatoo, BUT EXCLUDING IItlllt..... wter, dreluse aDd. '.ver .".ICaui ADd aJPPQrteDaac.. ther.to, located OIl or UDder ..14 1'081 pro..re,'. ItJBJKT TO AD ...-.at to POPE , TALBO'l' DIVELOPKlII1', IJIC., lu .ucc...o're and ...1Ift. aDd to Ludlow Utili.tto. CGapl.ay, :it. ,uccI..or. aDd ...lp., O"1er, 8Croel, 'ODder aDd tbrouah .a1d property for the pur- ,0'1 of In.caIUa., u:lnu:lntna, repa:lrina and ~1D1 atU:l.t1.. .,.ceu, :l.ndueUna (a) . .ev.S' .t..potlal lIJIt.. with ..nholl', pipeUaa pUIISp!.n. .tetiCla. aDd .ppurtIMllcI. thlreto, (b) urtderll'ouDd tlllpbcme aDd electric facU1tiu, (c) . aurflce _ter ad uaderarouad dnt.MSI .,..tem, (d) . vatlr dhtrlbuclon .pt., lDcludlaa vell., .tand pipeD, piJGlla. and .ppureluDe.. thlreto, (e) . cable te1ev:l.lioa .,at_, aad (I) other aUUtie. .,'UtIIl wlch '" b. IItU:"- laZY aa4 .ppropriate for tb. he.lth, ..fet,. or _11 It...... of 'ftItd... of the arlntor, itl IUCCI.lon or ...:l.p.a, toaetb.r with the daht, pcrminloD and ltc.a.a. of laar'" IDd ..re.., without tr..pau, to repair, rebuUd, nc:OIlIItruct, .dnu.ln aDd operate .,:l.d utUtU.. _,etnt, and to r..",. .~h and tr... thlt ..,. lnterfere with thei cccacructtoa, .dot.Mncl and operation of the .,.te.. AIID.UIJICT TO the rtaht of thl Archltlctur.l Control eo-J.cc., 01 cia. Ludlow Kaiatenancl C~:I.I. ion to approve ." .tructare. or mprO'f....fttl prior to con.truction tn I ec:COrUDC' rith the de.lan coal!dlraU,oD for own,,, aDd .rchttecta lbn 10 forc.. I'DT II' the p'aat.. or Ice' .ucc...or. or ...tau ut. ..id propel"' COII'W,.d b.ret.n in a "00'1' :l.DCon.Ilat'Dt wttJa 01' 1a .101.tloo of the D.chratloD of ....tdcU.. .... ProtecUftI CcrNa.aQt. r.coN.d In Auditor'. 1'11t 10. 196201 III '01, '. ...a.. 256 throuab 261. ",cord. .f J.ff.noe COUDe,.. V..hioatoD, ::or u.e. ....d propere, 'ft .., e~rcul, r,lld.nUalor lDClu.trul purpo..., tlMa, at e.. option of the Irlotor, till. cCX\v.,aac. ....n .. of ... furt.... fo... ...d off.ct .Dd .11 of .old propert, ....11 """It to "0 .....to.. hfIe - to') ':~l. "-"'^T"- .;'~~f;j"T~~ R~(lL:" , , ~ IU:liOSull", .. ---~-' ~,.~ .. 48 ~,..502 ~.~ oC:,) ,.,...... J, ' " " . ,_,<..,,~' , ,.'L~i' ~rf,,:...,;~ IlliillMllIiIfIMlIIl1JIliIIi.((,,~~IIIId.___ - ~ .............. 't,.". f6. t'. ',' :~ .~::!II" ,;'tJ ";'1, If " ~ I) J 10 _L.ilI ~'",'" ... ~~. _."~. ~ - I o o 32Xlo; .....*_u.1l "'~ o -- o .. ,( - - (J ." ..1." ...: :-.;;:; i~_~~::'::' ~~:.!:.:~ _.~ ... .. - - . '-.". .-.'- _~.~ :;;~!'~~.:.1:~'1.:..-=~__ ,'_.~-~:..'_~~~:. -. -.: _____~..:....~_ Z <C' :J:I- l-iE ~~i Wu -"0 Uo gj ~\ ~ 1-' enu.. ;:;:;0, ::;?: <C- a::-" u..<C ~S :J:w I-:J: ZI- ;::0 zl- ww ~5: Uen 0- o!:: ww, :J:u 1-- \:b Z wen u- i= :J:, 01- Z ~..= ',. '.~ -, , D VI1IIISS 'IIIIDIOI', N1dc:orporat:loa halt cuue4 tIl18 1Dec~t co lie ...cuted .,. In ,roper officer. ..s ita corporate _1. Co ... b8nuato afflDd ttda~..., ofL,."_~",,, '-'7). ',~ ,'.... -llf.l;;-'. y ~":'-"', "<' ", I~'; .......~\ n(' O.'DII",1' "'.~ \ I'~ (i ...- i' :~i , SEAL ;"", ':TL~'E ".., .'~~~I.i,lj. IS coiJlrn'-er1In.TDWI ) OD.thta~dq'Of~ 1973. "'or._. . Jlcn:at7 'ublie 111 ADd: fOT the State of Onloa, dul7 c--.u.1OMd 4Dd. wom, ....oaally appeared Il. D. lava ~ J. G. aunwI. to _ _ to" tbe .1'..14_t Ind ...1etant Slcl'etar,-. n.pact:l:...17. of tatl . ~ar DEVlI.CIPIfEIn'. DC.. the corpOl'It1011 that .Deuted the forlso1aa 1M~Dt, mwt aekaCIWlt.dl_ the aaid tl\ltruMllt to h. the fr.. aM 'Yoluoul"1 act ad dud of laid corporat1oa. for the uae. cd purpo... tberein _attODed, aDCt GO oath lUted t':Jat they _f. autborl..4 to lIDcute the laid lD11truaeat and tt.t the ...1 dUad i. t:h. corporate ...1 of .aid eorporatlou. Vitae.. ., baDe! and' official .aal' hareto aff1ud the da,. aDd ,...1' f:l.rI~ , abOft nluaa. . . r' ....-;JJfy.";..... . , cJ:J~"""'" ..~..... :,,~,.... ~~\ "~,!' ~C':'/\r'r \"'\ j' ; '... ,':". "'} ".'" '.IF.l\.;\C l ' .\~}" ;.....()~.. " .<.ci;'~':w~C>./. .~ o o " .b 25. 19'''' , '----' - c--;------ =__' ~_ .L..--:... E). ~ ______ __._ _ - ..:a.. __.... . ... .,.,';;rJ Jl IIIU....Il_~L...1Urnf JlilIWM__~Ji1~jlJli......~_*l-. - :-~.DC: . Pl'uUea.t ; , ~&~ ~ Me taIIt. r..tar, tbe aDCIerdpa4. .- ~ IIoUrJ 1ic 10 {Clr t State 01 Or-10ft. ruleS:S: I at PortlllDd . ,I.IJ IlCllIIEJ. Vllllfl[~ ' "'IFfItlAL IfCORIlt_or--i: , '%::-~~, .,rm U PM I: 50 . . .ii; ~: IfMPlf. rJ~lSO" m AIIDII ~~..IO_ 1_ .... fIIo .. 48 ,~..503 - - I o o ~_u,~. . ~ - ':")'.>" ...... . "..,....l~ '. 10 . 32 X 10' l.ilUIlU~~~-=-L Jl...,;=~jOoOl~~:~II~.~IllIMl~,~' ...........;.....L~ - Z <(' :J:I- 1-t5 ~~' Wu -'0 Uo en ' en W, w::I:j -"I- enu.. -0 w> ::;1- <C- a:-" u..<C .., ~a :J:w I-:J: ZI- ;:0 zl- ww, ~5' Uen 0- o!:: Ww :J:u 1-- \:b Z wen u- i=i=: o Z ,r o o o o .. - c' /J i t;);."!,(';LI(_rl :~ . ...- - . ~-_... . ' - - '"'-.... :.-:::--'.. _-.:.~. :....:iw..., :~~~:::~.~ ~~',~ ~~~::~:~:<..., -.~ - --.....- . " i.b. 25. 197101 17. ,/.. ..:.. 221959 aurr CI.ADI DUD -:1 I I ! ~ _, JPOn . 'fALBO'l' DE\IELOPMEN'l', DlC., Itor and io CIO...~cler.Uoa of OIle Dollar ane! 00/100 ($1.00) <<;oovey. ane! quU ~ l:O LUDLOlIIIAIIlTEHAIlCI!: CQIIMISSION, IIlC., lb.reio ~e .c..- . 1Ii..ioa.) ~. r.d proper1:y c!eacdbee! 00 IxbibU A at1:.cbecS ber.l:O Me! by ~ia reference iocoq>or.1:ee! bereio, l:09e~.r vit:b ~. recr..tional f~eili1:ie."avimmioq pool, 1:anni. court: ane! ...cr.aUood buile!io'i loc.1:ee! 00 .aiel prllllli..., ane! t:be equip- ....1:, fumiab1.a'i. anel per.on.l proper1:y ....e! in conn.ction 'th.re- .i~, !I ! I :! f 'j au'f BXCLUDIRG a cer1:ain voocl.n-frame bUile!inq con.i.tiog of approxiaa1:ely 100 .quare fee1: ..1: on column. on ..ie! premi.e. anel ..-.aly known .. t:b.,Iofor:llllltion Center, anel ~e equipmen1:, fumiabia'i. ane! paraood property Wlee! in connection t:berevit:b, JlIID UCLIlDIRG uUliUe., .ater, .=f.ce ane! une!er'iroune! v.ter c!r:aio.'i. ane! ....r .y.t_ ane! .PPll1'tenanee. th.r.1:o IlOre fully cle.eribee! b.low, loc.1:ee! on or une!er .aie! premiee., IIUIlJI:C'J' 'fO an ..._n1: beljaby re.ervell to Pope , 'f.lbot o,v.lopoaa"t, Inc., it. .ueee..or. anel ud9'l1e ane! 1:0 Lue!low Utiliti.. Company, it. 8Ucc...or. and ...igns, ovar, acro.., ane!.r ane! t:brough ..ie! proper1:y for 1:be purpo.e of in.1:alling, aaiot.inin'i, repairin'i an4 removi,,'i utili1:i.. .y.tema, inclue!i"q (.) . ....'1. e!1apoul .yat... vith II&IIhol.., pipeline pUlllpin'i .t.tio". and .ppur1:e"ane.. t:bere1:o, (b) unel.Z'irounel ~.l.phone anel electrio f.oili1:ie., 10) . .urf.ce .a1:er and unel.rqround dr.i".'ie .y.t., (d) . v.ter dbtdbuUon .y.t..., i"cluding ..11., .tanel pip&8, pipa lln. anel appur:t:enanoa. t:her.t:l?, (.) . Oable tGla- rialoa ayn., anel (f) ot:bor: uUllU.. eye1:_ ""icb -.y be .'fI f' ,,\&. I',S r^ Tit 'it\Ll,: 'r,~: IL.,)'.";i,"r' COUNTY Tal' .... U 14.. I. .~.t.oy~_~. ':/87."" .. 48 '1o.l498 o .... l---L1.. -- .I"'...."!!.....~..~.,...._ L ~__~I ...-lilltlL [ ~ L .11.. . f) \, I): '.'~~- l.lll. (' "I - l~-==-~- 10 J/~ .l>... nll~ .JJ I .- o o ..,.~~..~~~~lh.~.u .iMilI. 32 X 10 - Z <C ' :J:I- 1-t5 a: :::E, <C ::), Wu -"0 Uo ~~'I ~I- enu. ~o, :::E>- ~~ u..<C ~a :J:w I-:J: ZI- ;:0 zl- ww, ::; ::)' ::)0' Uen 0- o!:: Ww :J:u 1-- \:b Z woo 5d :E. bI- Z ,r ,0 o ~ (~.~-- ~1II1 ..... I r.b. ':;"-'.9'141 o o .. ( I - o , - '~'~';~~t~~~~d~~ '.~.:-~'~~~~";.:<~~.: ":.'-_..-, o - ,./ . ..... '; ...._._..,--._-~._-~,. ._...~_._- MCuau:r ... appropriAte for tile 1I..1th. ..tacy or ..11 "f.aa: of ~_. of tJae Cf'Utor. ita aucc."ore or "1I1azg. topther with tIae dalat, ...-ualoa aDd Ii,clue of hare.. ADd' ..1'.... without o , ' '.~..... to npel.r, "!:IuUd, rec:0D8tnICt, _iauia aad operate Mid uttUtb~ q8t_. aad to r..we bruab and tr... thd\: _7 : lIaterf.n with the coaatructloa.. _tatluace _ad operation of the ~te.: AID IUI.1Icr TO tlwo ript of tho Archlhetural Coat..! c_ Id.teee of tM Ludlow HeiDtlMacl ea..t..1oo to apprO't'I the ,lau prior to CCIII.tructtoa. Ia. accorUDC. w1tb the d..tan COMUera_ .' Uoa. for .....1'. IUId archltecu thee. f.Il force; Am IDIJIC'!' 'l'O all "'_at aDd r1aht-ot-wy for 1Dare" ADd _,n.. "nby rea.ned to Pope . Talbot DevelopINGt, lac_, ita lucc...or'f ...tpll, .iavtt.... ....tane... au'lt. aDd 1:1CII18... 0WI1'. lero.., UDdlr and throuah ..U property. toaethlr with the ript, per.t.e1oa. aDd UCln.. of inST'" aDd ..r.... v1tbout tn.,.... to npair, r.build, recou.truct, relocate, re.urfaca aDd _iDtal.ll au,. roactn,.., parkJaa Iou. Uahttq .,..c_ or laDd.captq nJab lTantor cia... .ppropriatl, 8IId to remove 11011, hlUlb or t..... that _y !atarfare with the con.eruetion, .tn- tl'DeDc, IDd operatJoa of .aU faclUtte. or ripe-or-way provided that aa1 relocation 01 th. U1ltf.D, routa at tratftc ...t be approv.d b7 t.M ec-t..toa, ...tah approval will not ba uare..olUlbl1 withh,ld. lOT JY tile poet" or hi IUCle..IOrl or ..dlD' U'I .aid fTOPIr~ c.....J'Wd "na ia I ..Gllar {neOD.iltant with or In 'lItolatloa of tho _la..U"" of "ot.laU". _ Prot.eU... c....._ ..... rooordod 111 ""'it"". 'Uo 110. 196208 1. '01_ 3. ....... U6 tIoNottb HI. neon. of J.ff.'.o"" Coanty; v.ohi......... 0' .... ..u .....,.rty for ...,. NoI"'t..1 or laduotrt.: .......... t..... .t tho e,tlee .f ~ ....tor. tlato .__0 ....11 .. of .. fartllor foro. ... .ff..t .. .U of IIU ........rty ....11 .....rt to tho _tor. . I . .. 48 ~4.r499 :=~-- 1IlIM.!IltI1MIii- l llllll.......LI._ __=0, ::J .. llf~llJm ~ ,',"....'n1f' b.....h.lf ~ .. &4J_"';" _~~. MOoo.........._ (' '. I o o 32 X I 0 1I.~~"II~1lIIL ~~ --- Z <C' :J:I- I-rE a: ::;, <C ::), Wu -"0 Uo oow: ffi :I:l -" 1-' en u. -0 W> ::;1- ~::; u..<C ~S :J:w I-:J: ZI- ;:0 Z 1-, ~~_! ::l o~, Uen 0- 01- Ww :J:u 1-- \!:b Z wen u- i=~ o Z :,.. 01 o ~ (""'"-;;'.........'...' -- -~ o o .. ( (i .: . .. . .. '--.:~' ~;~,~~~~.~~:;;~; -' .~" .. :":- -;~i ~...~_.~. ~,:"'~.!-~ :~~ '._~ _ . -.' ...~.~.. -.' -- ... . --._-~.. ---,-__~___._,L.::._ h.____;_..:~~~...~. _. 4. ". .. '. ~ . ~.' . "'. JJI III_SS WBIlIUIOP, aaid corporation ha. c....104 ~ia iu~",,- ....~ to be ....ou~104 by if:a proper officara ~ia Af'Jd.y of b.~~. 1973. ./,,'-: ,.....'.... /' .Cr ..,.,~;", "':;:~:~~~:;t~\ '.~\ SEAL /::;/ D~~:!,,:~~y . ".a.~u.~~:....'" :- ~-:-: ~'~c~ DlC. ftA'l'Z or ',tu:GIlIl,. ',: I I COOIl'1'Y or lIlJ.!lCIWl I ." "';':. a., " Oft thia U d.y of A'.AsU'-/.A...1973. before _, the und.r- aill11104. a lJo~azy Publie '~r the Sta~e e lfashing~on. duly _..1oned end a"om. pereon.lly .ppeared ",f'IIt:~ and J. ,. CNA~NAN , 'to me known to e e rea en and Mat. Secretary, r8spec,t1vely, of Pope" Talbot Development, Inc., the corpor.~ion ~ha~ exeeu~ed the foregeing ins~rumen~ and ao- knowledged the .aid ins~rwnen~ ~o be the free end volun~azy ac~ end deed of .aid corporation, for ~h. uses and purpos.. therein -.ntione4, and on oa~8tated that ~ey were authorized to .xe- ,CllI~,,~llI\~ aaid ina~l"WIlen~ and tha~ the aeal affixed i. the cor- .,'"...~!!I\Ii!!.~~l of ..id corporation. (/,~1..:~~o.rA",;;~LIIIy hand end official aeal h.re~o affixed the day and i<, ~al&l:-!"~r~?s~"F ve wr1~~en. , "'\,"'RI..I,.../ ~~~ ' \. -:.'~ ....,; J " '<610;:'".;;;:... "~",, , ~_....." In and. l'or the State of :~... " Redding at 'eu1.iwt , rECORD/OW ~~~~ I' P!f~!~ mOlDS_IT ~ r~:r.~i""II~Ter:"._ .fn4 rl'1Mfqr~, -3- '- 48 ,:...500 ab. 25 ; i974 I ..... .e C:J) ... . . c I .M1....IIltllIId1Jl.lJ ~'J~'~;'r; ~':r""t' IIIlII _1 L..-II ";"'_.-...i...o ~~.... Cl ~ .". . , , . ~ r e ;! I,; 10 ... I o o 32 X 10 -..;..... ..:..', , ...... iIlIt_-....;.....'IIUltllilhMlrl !~ Z <C' :J:I- 1-t5 ~~; Wu dg Ul W; ~~\ enu.. ~O ~~' a:-" u..<C en::) _0 :J:w I-:J: ZI- j:O zl- ww, ~ 15\ Uen 0- o!:: Ww :J:u ~g Z wen U- i= :J:, 0.... Z :,..' o o o o .. I J - c .",.- ~ ...;r. - . .. -.: .... .' . . . ...~ ..,~ " ~. .* - . . ~ ::;!~.~j~~ ~f;~'.' ~. . ' .. ....,?~t!...~P... .'. . :,.:~~~"R:,'", .. . r, ,< ~~~F.:,!i.. : ,*:. ~~~ ~':-~f:~::'",~'~..')~''' . . , l.'. .*.' . .".' ~~~'. :~;Y.\'." ~ ~ . '.:' .: ,;. ~. ..~'.::'.i.;~" -' :" ...~ ~~~_..~..:.~!~_...~.- . - '. ..-,.---..:....--.- --.-----.---.---.-.--- ... t. . . -"'. .. )'.: .. ElOtl81T A Th~t portion 0' Govel'tllllent Lot It In Section 9, .nd Government Lot In Section 16, .11 In Township 28 North, R.nge bst, \I.M.. J.f'.r,on County, W.,hlngton, described .s 'ollows: leglnnlng at the quartor ~rn.r between ..Id S"ctlon~ 9 and 16; thenee ftOrth 560 '2' 04" welt 138.82 feat to the true point of beginnIng; thenc~ IOUth 1,0 26' 331t west 110.00 'eet to . coner.t.. lIlo'nM"Alnt designated Mon.....nt "All .. shown on survey and tit 0' pl.ns of The Admiralty, recorded April 28. 1969. In Vol..... 10 of Offlcl.I Racord., Pag.. 22 to 35 Inclu.lva, uncMi,. Auditor'. F.1I Mo. 200065; tt..nco continuing louth 170 261 33') welt 30.00 '..t; thence north 72033' 27" welt 311.36 feet; thence along a curve to the I.ft havIng a radlu. of 785,~~ f..t an uc dlstanc. of 1~2, 16 fo.t; thlnee north' 820 55' ifill welt 16.07 teet; thence along _ curve to the l.ft Nvlng _ radius a' 35 '.et an arc 'dl.unce of 1e6.01 'eat; thenc..long - , . curve to the right having a rldlus 0' 488.37 '.et .n arc dl'hnc. 0' 238.35 feet; thence louth 720 ]3' 27" ..st 1t66.79 feet; thence north 6,.0 291 "2" ~.st 38.0S f.et; thence north 890061 54" eut 32.08 teat; thence <<lon9 I curve to the right havIng a radlu. of 70 f.et an orc dlstanco of 136,55 f.ot; thlnce louth 200 53' 1211 west 52.50 feet; thanee &Outh 72033' 27" ..st 297 f.et, .or. or I.... to the lIn. of ordlnlll"Y high tide; thence northerly and northe..t.rlv along uld line of ordInary hIgh tld. 500 foot, mora or I.... to a poInt fr.. which the truo poInt 0' ".glnnlng boor. north 720 33' 27", lOut; thone. north 720 33' 27" ....t 321 '~at. IOOra ~r' ia.~; to lho truo point of "gInnIng, UlIIIlTA WI. 48 tA.l 001 r4ii':25. "itfilt' ('7~"""-' . - -~-= t:l!!ltIJ~II~' IMI~"""" -~':';''';'I. .;.;........~)Jfl ~ _Ll....llt~ [ o~ ,',,', :~... "~""'~~.~1' 1 II ~ l~.blIlllt~'II~ 1'" " 10 :~ . ~ ........ - .' ~ ..~=:: I I I j I 1mIiilI.tIll.lJ!!ll.l....dlfd....... o o 32 X 10 IildiIr ~ I I -- Z <C ' :J:I- 1-t5 ~~, Wu -"0 ~o ffl~1 -"I- enu.. -0 w>- ::;1- ~::i u..<C ~S :J:w I-:J: ZI- ;:0 zl- ww, ::; ::J,: ::J 0' Uen 0- ot: UJw :J:u 1-- \!:b z W(/) u- i=~ o z ,.. o o '-'-"..tMb,l Mfl. c=--;- -... o , ,~ ,. ... .'1,11-1-19-'90 ruE 10:05 (":INALTER PE OFFICE 11245 P02 ,..-" TEL 110: ':"0.:,:3-2838 { FA No. F-I01( ) Project No. 31036L WARRANTY DEED IN THE MATTER OF STATE ROUTE 101 Qu1nault R1ver V1c1n1ty: Truck Lane KNOW ALL MEN BY THESE PRESENTS. that the Grantor t-.I<1F~ QUINAULT~CHOOL'DISTRICT NO. 97 for and in considerat1on of Donat10n, hereby convey and warrant to the STJlfE OF WASHINGTON, the follow1ng described real estate situated In Grays Harbor County, in the State of Washington, to the same extent and purpose as if the rights herein granted had been acquired under Eminent DomRin statute of the State of Washington: All that portion of the hereinafter described Parcel "A" lying Southerly and Southeasterly of the following described line: Beginn1ng at a p01nt oppos1te H1ghway Engineer's Station (hereinllfter .'eferred to as liES) 85B+00 on the survey line of SR 101, Quinault River Vlc1nlty: Truck Lane and 45 feet Northerly therefrom; thenCe Westerly pllrall~l wi th said survey line to a point opposite HES 860+70; thence Northerly to a point opposite said HES 860+70 and 50 feet Northerly therefrom; thence W~st'l>'ly to a point opposite HES 861+50 and 60 feet Northerly therefrom; thence ~J" '!~\'Iv parallel with said survey line to a point opposite HES 864+50; 'Ilellce Northwesterly to a point opposite HES 865+00 and 75 feet Northerly therefrom; thence Westerly parallel with said survey line to a point opposite HES 867+20; thence Southwesterly to a point opposite HES 867+50 and 60 feet Nort.hwest.erly therefrom; thence SouthwesterlY parallel with said survey line to a point opposite HES 869+10; thence Northwesterly to a point opposite said HES 869+10 and 75 feet NorthwesterlY therefrom; thence Southwesterly parallel with said survey li ne to a poi nt opposite HES 879+00 and the end of, th1 s 11 ne description. PARCEL PAP; A tract of land in Govarnmont Lots 3 and 4. Sectio" 25. TownshlP...-23 North, Range 10 West of the Wlllamette Meridian. in Grays Harbo,r' County, Washington. particularlY described as followsl 1\ " Beginning at the quarter corner between Sections 24' and 26, said Township 23 North, Range 10 West of the W1l1amette "'eridian: thence North 69"31'37" West along the North line of said Section 258 dtstance of 1,200.00 feet; thence South 33.18'15" West 8 distance of' 320.86 feet; thence South 26.06' West 0 distance of 497.90 feet; thence South 18'06' WAst a distance of 197.3 feet more or less; thence along 0 curve to the left having II radius of 30 feet for a distance of 65.45 feet to on intersection with the Northerly right of way'line of Primary State Highway No.9; thence Eas tarl y along the Northerly ri ght of way 1 i ne of sa i d hi ghwilY !l dflltnncA of 1,612.7 feet to nn intersection with the NorthwSouth centerline of said Section 25; thClnce Northerly II distance of R79.9 feAt along snid North-Sol/th centerline to thA point of begirming; EXGF:I'T llny portion thereof conveyed to the State of Washington by dellds rAcorch,,1 December 31. 1959 and September 11. 1972. under Auditor's File Nos. 58195 and 25248; Situate in the County of Grays Harbor. State of Washington. Tho Orantor5 agree that thoir donation of the heroin dmlcribed property ir. mado voluntarily and with full knowledge of their right to receive just compensntion therefor. The unders i gned heroby wai ve any requi rement for a \~ri tten noti ce and agree to surrender occupancy or the 1 ands herei n conveyed. granted, transferred or released upon the date or acceptance of this instrument of conveyance by the State. \.~ t I If' .t', "~.., j I.JI, , ~-<oI > ~~~l c _ ~:: : .~~_' OT~. '~~~~f11"~"'4 ~. .M"f.' go ~... ~ ~ _..........1_ lJ&t~~_~_IIII"J.~ _JIl_m_~~- t!fJ..I::......-~ ...---- - --, I o o 32 X 10 .. J1~L . -~~---~ --.-- r- o - r JUII-19-' 90 TUE 10: 06 (': WHL TER PE OFF I CE TEL tlO:206ClJ-2t<lJe" f 1124~ PeJ 0' ThE! hnds herein conveyed contain an area o'f 0.38 acre. more or less, and the specific details concerning all of whfch are to be found within that certafn map of definite location now of record and on file In the office of the Secretary,of Transportation at Olympia. and bearing ilate of approval June 30. 1972. revfsed April 23. 1987. It fs understood and agreed that the delivery of this deed is hereby tend~r~d and that the terms and obligat10ns hereof shall not become binding upon the State of Washington unless and until accepted and approved hereon in writing .for the State of WaShington. Department of Transportation by its Secretary or hfs duly authorized representative. DATEO this ~ay of Aecepted and Approved Date: Z <C . :J:I- 1-t5 ~~, Wu dg en WI" ~:J: -" 1-' enu.. -0' w> ::;1- ~::; u..<C ~S :J:w I-:J: ZI- ~~, ~~! :5 0'\ Uen 0- o!:: Ww' :J:u 1-- \!:b Z Ilien u- i= ~! 0' Z WASHINGTON STATE Department of Transportation 8y: Chief Right of Way Agent STATE OF WASHINGTON County of On this ~ day of ~ '7 appeared ~. ,{fl..~ _d.. /(. ~'....~ ~-~. to me known to b'f the' uh fllecutedqualified and acting Superintendent of the Board of Directors of School Dfstrict No. 97 of ArllYs Harbor County Washington. that executed the wfth and foregoing instrument. and ackno,i1edged said instrument to. be the free and VOluntary act and deed of safd School District for the uses and purposes therein mentioned and each on oath stated that he was authorfzod to OXocutll said instrument by resolution of the Board of Dfrectors of said School District and that the seal affixed is the official seal of said School District. . 1981 befOre me person\lll.y GIVEN under my hand and Official seal the day and year 'last above written. ~y ~~k~he Stnte of Wash1 ngton, , ' Residing It ~ _~ '; 14y Appointnlen xPfrlls' '4!~ ',,..,... o o " ""I f.. ! # j j . J , , I ~ J 1 ,1 ~ J I I .. .....g.. o--:-}J~~,_,;_:~f:l.;~"'5~,' ~~__~;;!tl~~~(o..2d I (I o 32><10' -- Z . ~I- 1-t5 a: ::!. <C ::)1 Wu -"0 Uo en W'I t3:J: -" 1-, enu.. -0, W ' ::!?: ~::; u..;5 enO 5:w I-:J: ZI- -0 1-1- as ~:' ~ 01 Uen 0- o !::, wwi :J:u I-i= \!:~ wen: S! 5:, I- ....: o :1 Z ., I :~" '0 o ...- o o .. C..' r F.''''' PARAI'IETRIX (,.",,\ , t. .' .," '90 7:52 JUI~ 14 c:::: \Ol---J ~, '=:.v \~ , 0 "'~4--.J\)1'J E IS '3 ~A 52.-2..7'41" R. 35.0~ L ~9, 63 :f~€~ / .:30 ' -, o C"l 1\ / I' / ~ vO' .~ J ,k'b, . r.t>< ,r.., :' r~"-;;~"""."">- , .l _ JIUIIDIl iLII ~.lIIIlIlUllllll :1l1 . I "~:~:;:.];:':1':;!"::':;';::::3::" '; " ,,' '., ,~ t) ~"'" -ori' "'i'.'!iI' 1 ' ,.' , JII , :.;,,::..~ -~ ,~. ::. .iI' ::' :::._ ~ii.iii:~ , ..::,:':.. ,:. 11 , j PAGE,002 I ""O~I.e;J ....... -- - - - ~t ~, 147()'244;E:>"v'/i 4,17 I ~~.I , I '" ~, -' :~' . ',""t:.; .Ig:~~"" :.((P';'~~~~~~;;, ;, I (\) o i', 32 ><10 . .,.. '.., WI" "'lllaJU."1IlIIIl'lIIllI - Z <C ' :J:I- 1-t5 ~~.. dg en ~; ~~l enu.. -0, w> ::;1- <C- a:-' u..<C ~s :I: I-~ ZI- ;:0 zl- ww ::; ::)' ::) 0; Uen 0- 01- Ww :J:u 1-- \!:b Z wen u- i=~ o z ,,.. o o T- o o .. L- '2 - / -90 b \f). " 1t:?6~ 4?U.4~-( C' ~ Ci:SJ7 r -&t.-eA ~ 4cW'..-IJ1 O-tt./'t..:..../ ~ ~J<" 4:vJ'&i",-,t @ 4~~ 6-.t.L_~J""''t~ -7-!"~ ... i' /-"~""'A " l'\J ~ ~ j ",,,,,._._,,,,,~~~,,,,,,,,,,,,",.,,,,,,,-,~,,~,,,,,,,-,,,,,,,,,,,,,,,,,,,,,,,",,,,,,-,,,-,,.,,,,,",~,... 1 :'..~:: ( RP192 14,22 .IEFFERSON COUNTY REAL PROPERTY TAX NO. DESCRIPTIONS PAGE 68 1/23/89 SECTION 09 TOWNSHIP 26 N RANGE 01 E TAX # 001 TYPE AFF I 0000000 VOL/PAGE 0117 0154 ENLARGED BY SIZE 1.46 AC ASSOC PARCEL I'S MAP LOC CHG DATE 8/27/66 CHG USER SR BEGINNING AT THE SE CORNER OF SEC 9, THENCE ALONG S LINE OF SAID SEC 9. N69059'13"E 2169.93' THENCE N 596.18' TO THE TRUE P.O.B. THENCE N16002'20"E 316' THENCE N73057'40"W 200' THENCi S16002'20"W 316', THENCi S73057'40"E 200' TO P.o.B. $~~:E\~~DpAG~O~5~~:LU~6~ I~LGg~~lDL~~ i&TS~Nt~9 R1E, (SEE --------------------------------------------------------------------------- SECTION 09 TOWNSHIP 26 N RANGE 01 E TAX # 002 TYPE ~i~Eflo~gg5i~7 VOL/PA2~sggo~A2g~~ I'S ENLARGED BY MAP LOC SE~ SW4 CHG DATE 6/27/66 CHG USER SR TRACT 75' X 120.51' IN SE-LY PTN OF GOV'T LOT 4. (SEE DESCRIPTION) (CONSOLIDATED WITH GOV'T LOT 4) -_____w____________________________________________________~_______________ SECTION 09 TOWNSHIP 26 N RANGE 01 E TAX # 003 TYPE AFF # 0013907 VOL/PAGE 0000 0000 ENLARGED BY SIZE 0.90 AC ASSOC PARCEL I'S MAP LOC Nt NW4 CHG DATE 6/27/66 CHG USER 5R TRACT OUT OF GOV'T LOT 5 54 T28 R1E AND GOV'T LOT 1 AND NW NWi 59 T26 RIE, CONTAiNING 0.90 AC MORE OR LESS. (SEE DESCR PTION) --------------------------------------------------------------------------- SECTION 09 TOWNSHIP 28 N RANGE 01 E TAX I 004 TYPE AFF # 0014763 VOL/PAGE 0000 0000 ENLARGED BY SIZE 5,95 AC ASSOC PARCEL #' S ' MAP LOC SE~ SW~ CHG DATE 8/27/96 CHG USER SR IRREGULAR TRACT OUT OF GOY'T LOT 4. (ABOUT O.~o AC OF THIS ce2~~~DIisA~~~A~~~II~L'eyC~N~g~I~iu=~~ T'~E~156L.T~~SpIBES 22 TO 35 OF DEEDS. (ASSURED AS PART OF ~LAT OF PORT LUDLOW NO.1) --------------------------------------------------------------------------- SECTION 09 TOWNSHIP 29 N RANGE 01 E TAX # 005 TYPE AFF # 0025759 VOL/PAGE 0000 0000 ENLARGED BY SIZE 0.75 AC ASSOC PARCEL liS MAP LOC CHG DATE 6/27/99 CHG USER SR SMALL PTN OF TRACT LVING OVER SEC LINE N OF GOY'T LOT 1 IN SEC 16. (SEE MAP) --------------------------------------------------------------------------- SECTION 09 TOWNSHIP 28 N RANGE 01 E TAX<< 006 TYPE AFF # 0027601 VOL/PAGE 0000 0000 ENLARGED BY ~1~EL5c7~wtCsE~ ASSOC PARCEL I'S CHG DATE 8/27/08 CHG USER SR ( f ( ( ( ( ( ( ( ( ( ( ~ I o o I - III . . ill! I I iIII .. JJ II . Bill II - II .1 rI .1 III - - - .. .. I- . ... - 11III III . - .. .. IE o ~ o .. Z <C ' :J:I- 1-t5 a:::; <C::) Wu -"0 Uo en ' ~~I -" 1-' enu.. ;:;:;0 :;>- <C!:: a:-" u.<C en::) _0 :J:w I-:J: Zl- ;:0 zl- ww ~ 15' Uen 0- o!:: Ww :J:u 1-- ~b z woo u- -:J: bI- Z ; rffill110f d t l!rJ1 I,'!~ I \, I .. 1 I I .. ]' r >l ~ -.... ..,i,', .. ' Statutory Warranty Deed ~(iR..'-'tTO. 'CO..ro....T& .0..... OI1MMI1M $OIX)L DISTRXcr NO. "9 of .J'.~t.r:.on CoUDt~.~ ~~~hJ.DgtOD .. aod .. _"Lioa 01 TIIH DO~S ($10.00) A/lD otHER VIoWABLB CXltISIDBRATJat, t. ~ <:l ... I ~ ~ t.ud plid. coaW)"l and watraAll to POP&' TAt8OT. UtC.. a California corporatJ.o~ the roDotrilll dncribed ,,11 aI..l~1 ~1uatcd 1D 1M Couaty 0' \\'uhi...~: .1IIFFBRSOl . Scate'" 1'b&t po&'t:loa at covern.nt Lot ", Section 9, Township 28 Morth, Range I, ,S" a....... :in .Jetter son O:Iunty, Washington, described .. tollowu ~i1LI" BeglnnJnQ at the South...t corner at add Section 9 And b"f'S~" procHdino thence along the South Un. ot .aid section 9. ....-:.0. "o'l'tb 89059'13" .....t 3169.93 t"'1 thence Harth 596.18 t..t -.l~r~~ to tbe Soutbeau:er17 corner at 'tract bvrein de.cribed and It" l' ~ tbe true point of beginning; thence North 16002' 20" BAat ~. '" "",. .. 318.00 tftt; thence North 13051'40" We.t 200.00 t.et; tbence ~_.:rJ ~ ~ South 16002'20" We.t 318.00 tMt; thence South 13057'40" .e~':"'iI ..at 200.00 teet to tbe true point ot beginning. ;:~. IA.H :(I'oe dljaac~ School Dl.trict Ho. 49 .. 1e.IOC to ..,J port Ludlow Q)..unity Club .. 1....., .hicb 1.... _anto&" .rl'ant. i. tor a 'era to January I, 1961 onl". without I'en...l or .xtenaion option.. turther warranting tbat DO .xt.naioa 01' I'en...l thereot has been granted &nd co...."aatlng that grantol' .111 not extend or rene. tbe ..... and I~C~~~;" ~:H:;-:;,~:~,:~~~:Iionl~fh UU':yl~l; In'lru.1":~~:o l1ueculed by Ib proper oft'an .",QlI~OJ!C"SCIiOO!- "DI$.r.~,Ic:;r",l!O,.",~"" ," r ~; ~"~"~~~.,,..,",....,.... lr" """" lj-~UA' oJ"W,"" R,..,16z.h<,....~i:lii1~~....' o $T,\TE OF WASHINGTON, I .... CounlY 01 .1BP1BR~ \ 0. Ihla 11th day 01 .June, 1966 " twlDfW mI'. tbI uncknlptd, . Notary ~bllc In and 'or Iht Sill' ul \\'"hlna1ntl. duly commluhmtd and ."om, pmonaUy arlWlUrd HIllen a. Shold and Ho..rd 11dridge 10 ..;. lMWn 10 be ,h. rrt"lldmt and Clerk .~ '"fI"C1lwly, 01 CHIHAOJM 5QtOOL. DISTRICT HO. 49 lhe cOfllOf"&llon 'hit "l"(Ulf'd IN r.lr~lnllr; In_lrum'"I, and acknnwlrdllrd IhI ..Id Intlrumml 10 hi ".. 'f.. and "nlll"W)' .cl :ln~~",1 tlf wid rurpllUl1nft. I1M' IN UwI .00 PUl'plwt IM"I" menllonrd. and "" oalll ,.f&:';,td lhal th.VI.lUlfiuri,td h. .\Kul. IN L1ld 1"'"11""1'11 and ,k,1I Iht It:d aM\Id lIlh,,'~nl',~.4 saW ""P,..,1on ~';"J" "'1",,"1 m)' "Wid and oMd.1 .,..1 hlrthl allhtd 1M wy ud )'" II ~l.,u '" "iJ~ ~ '". - - ,'" 'fJ":V. ",'" ~ ..... , fit .. rdllt ,.." .11 " II ,Q ",r "" I.n.w. "'o~.!j." '" ' v:ll. 171 ,~...155 q · ,.,~..., o ~ '\ 'i I I I o o ____=====-~___,- ,,'__, ',;::....; I ',,' _ ~;.___ ,__.__,...,~'....'.;.--,. _, '"_'__ . _~:-,c-:':;:~~.. I I '~~-=~..~.)-s--.'0'j., ,. ID~.. 32X!O! L ~ ,~~ Z <C' :J:I- I-~ a:;2 <C::) Wu -'0 Uo en ' en w, w:I:1 -"I- enu.. -0 w>- ~!:: a:-" u..<C ~S :J:w I-:J: 21- ;:0 zl- ww ;2 ::)' ::> 0, Uen 0- o!:: Ww :J:u t-- \!:b z wtJ) u- -:J: bI- Z r o o - o o .. (U01~"A.:Iasa.:l s..l DU1Bl:>.:Iaxa \&.1 "':(:>:'1 o~ asoo1.l:> ^"W .:IO~Ut?.:I~ "1.l~' ~au;aAo.:ldml .:IaAa~1;lt.(1'\ .:10) ~da:,[,' , a~"~s te:rn."u ~uasa.:ld "~Ul OAoqV uOl."A:rasa.:l B.:r~UU:r~ :aq. ul p~l:rosap ^~:rado:rd Pl"s )0 U01.:rod ~"q. ul,,~ul"m o~ s~u~uaAoo ao~uv:r~ a1.l~ oPVOH s~vw B~"W 91VS JO ^.:Ivpunog ~saM Pl". JO At:ra~93M .0'09 pu" O~ tattv:rvd 61 1.l011.l1'\ aUlt v ;0 At:raqB,,::r DUlA! A~:rodo:rd paql:rosap oAoqV aq~ JO U01.:rod ~vq. 'a.:llsap Avm .:IO~UV.:l~ aq. SV 'aml. o. aml. mo:r; aAo:rdmJ o. .qDl:r 8~ :ro~uv:r~ aq~ Q. 6ulA:raS8~ 'fiUluuloaq )0 .ulod aq~ o~ l.tt'eSt ~SV3 .LS.BT.eB q~nos aouaq~ l.et.tOZ .B9M .9S.60.tt q~:rON 9ouaq~ I.OL'OL ~saM .to,eO.eL 1.l~nos aou"'IO; 1.geo!i8t o;saM .St.Zt.t9 ~nos aouatt+ l,t9'6tZ 'tS6T '9 :raqwao;das uo pao;slxa ~l sv pvoa S~"W so;uw a~ JO A:rt?punOq At:ra~Sal'\ aq. SUOtU ~sU3 .St,6t.tt ~nos aoua1.l~ I.Ot't6 (tit MS JO tit MS) :ra~:r"nO .sal'\1.l~nos aq~ JO .:Iao;:rvnO .sal'\~nos puv 5 ~~ ~uaunuaAo~ PlUS 00; UOUIllIOO aUlt a~ 6UOtv .9"::1 .5O',tO.tO q~:rou aouaqo; 16 uOlo;oas Pl"g JO t .o~ ~uawu:raA~ puv (tit MN JO tit MN) :rao;:runO ~sol'\q~:rON att+ )0 :ra~:r"nO ~gal'\q~:rON aq. pu" 't uOIo;oas PlUS JO '5 .~ ~uaruu:raAo~ pu~ (tit ~s )0 tiT ~s) .:Ia~.:IvnO o;sal'\q~nos aqo; )0 .:Ia~.:IunO o;sol'\q~nos aqo; 00; uowwo:> :rau.:loo aq~ ~" DU1~U1Dag :BI'\OttO) sv Poql.:losap "W'M '~SP.3 t a6uuH 'tt+:roN ez dlt.(suI'\O~ '6 uOlo;oas 't ~o~ o;uamu:raA~ pus 't uOIo;:>as 's .~ ~uamu:raA~ )0 U01~:rod ~"q~ b ?;1~ f: ^ t;r'..J-.. . '~ j 1; , 1 j j 1 ,I ;j t I i I I o o ,-- t+ AFFIDiViT~'~d'REA~ ESTATE SALES TAX RECEIPT STATE OF WASHINGTON} COUNTY OF JEFFERSON .. .,-. -l, V M47 .~':,":-,~., .~~--- c ~- o,S) \.. 0 I[] 32 X I 0 -- ... .LL.....A1..h -..._~ ~-~ ~.."" _lBI<lI-. WI . -01._ .--=,,~~,ro' PURSUANT TO COUNTY COMMISSIONERS' RESOLunaN JEFFERSON COUNTY. WASHINGTON NO. , This Becomes Your Recerpt When Sbmped 'alef .y Count)' TruSUM. ',y-mlnt Must a. Mid. by Cash tat C.rtlftllll Check. SIGURD SWANSON. County Trusurwr .......L...J~,.Fillcl:ler.,....J.aA!,t.,yi.cA .P.r.ell..........,..,.,..,...,.".....,. being first duly sworn, on oath deposes and says: That the followlnll' Information relative to the sale of real estate Is true and correct: Se lIer's Name.., ...P.ClP.E..&. ,XALB01'...,INC~,..,............ .............................. ......, Add;~';.:::::2.ijjj::~:.:~:'.llirl:;~;:;;i't.;',:iUdi~:::'.5~~'t:tl;::~',:w;~'b::::::::, Buyer's Name......,...P.ACIF.IC..:mL..PJJJlJE.,&,..TELEWlAI?H..lXl..,a.,Calit...CO TOTAL ~ Address,....J.2oa..thi.rd.Avenu...........SGa,t.t1e.,l",,~... ........... ...., Date of Instrument,...SI'2;VS8Date of Delivery to Purchaser...............,.. Ch,pll,ll, Laws .r 195~!fn"otl;,'fr SUII.. Nature of Instrument.......WarrantJ'..!lG.d..................................,...........,.... - , i::1e f"~ce. J~c;IUdlng Any Mortgage. Encumbrance. or Contract Bl\lance..........7SO'OQ,...........,~~......,.... ~.s.... I ga _,Oller p on of Property COnVeyed........,...,~..r:1d.ZO..at.taCMd...............,...............&,f",...JSf1.... . - - ..,. - ' That pozotion ot Oonnment Lot Foul" (4), 'Seatlon Nlne (9), 'I'o~hip '_ 'e!ll~b;i.;;;!. (28) North, Rarlgll One (1) Ellst, W.M.. deecribed All tollO"111 ,'....... i! :i~' .:.;~,'" Beginning at the QuArter Cornel' common to Sectlona Nlne (9) and Sixtesn (16) in Bud Town=h1p Twenty-cight (28) North, Rnnge One (1) East, W.M,; thence South 81i'59'l.3" Weet Two Hundred Sixty and duty Hundredtha \260.(0) ted ' along the South line ot odd Government Lot Foul' (4), thonce Korth 7.3'57'40" West Two Hundred Twenty-tour and Seven lIundredthe (224.07) teot, thence /(", " ~orth 16'02'20" !::ast 'lhirty and No lIundredtha <:30.00) teet to the true point 1,.. ,-.J Qt beginnil1ll and the IIlOst Southerly corner ot the tract. of land herein ~, dOlloribedJ thenoe North 16'02'20" East Soyont,'-!iVII US) teet; thence !\'orth 7.3-,7'40" Wut One Hundred '\'went,' nnd Fitt;y lIundredth. (120.SO) t.etJ thence South 16.02'20" iWsst Sel/flnty-tivll (75) teot, thence South 13.$7'40" Eut OM Hundred 'l'wllnl\Y And Fitty llundradthB (120,!A>) teet to th. tN. point r>t bllt;inninl!' --r-::- ").".J'\ ","IJ :rI t' :-f"' ,.,r.' I _ - O. =- .1.0:. 4, {/,' I :t 0 . SELUNG PRICE ~ ~ . SALES TAX .,.-- -- Z <C ' :J:I- 1-t5 ~~, Wu -"0 Uo en wi ffi :J:I -"I- en u.. -0 W>- ::;1- ~::; u..<C ~S :J:W I-:J: ZI- ;:0 ZI- WW, ~ 15\ Uen 0- o!:: Ww :J:u ~13 Z wen U- i=~ o . Z .,.. o o o o .. j .. j J J <II J J <II j .. .. ~ ~ " " . . J RP192 J E F F E R S o N C 0 U N T Y PAGE 14.22 REAL PROPERTY TAX NO. DESCRIPTIONS 1/23/E SECTION 16 TOWNSHIP 28 N RANGE 01 E TAX . 001 TYPE AFF I 0000000 VOL/PAGE 0113 0262 ENLARGED BY SIZE 0.97 AC ASSOC PARCEL I'S MAP LOC NW~ NW~ CHG DATE 8/27/88 CHG USER SR ~ PTN OF GOV'T LOT 2, SEC 16 AS DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE 5-LV MARGIN OF THE PORT LUDLOW- CHIMACUM CO, ROAD DISTANT 50001 '04"E 944.6B' FROM THE NW ~g;~E~69g3~~~gll~E~3j~S6THE~~~N~~O~~ IHEu~v~YT~A~~~NR~~H~AID HAVING A RADIUS OF 543.70', A DISTANCE OF 52.43't THENCE N73006'E 201.15' TO THE NW-LY CORNER OF THE TRAC HEREIN DESCRIBED AND TRUE P.O.B. THENCE CONTINUING ALONG THE S-LV MARGIN OF SAID ROAD N73006'E 160', THENCE S16054'E 247.68', TO THE MEANDER LINE, THENCE ALONG SAID MEANDOR LINE S60"56'30"W 163.67', THENCE N16054'W 282.15' TO THE TRUE P.O,B, ------------------------------------------------------------------------- SECTION 16 TOWNSHIP 28 N RANGE 01 E TAX I 002 AFF I 0000000 VOL/PAGE 0139 0418 ENLARGED BY SIZE 0.85 AC ASSOC PARCEL #'5 MAP LOC NW~ NW~ CHG DATE TRACT APPROX. 125' WIDE, ADJOINING TAX NO.1 ON (SEE DESCRIPTION) -------------------------------------------------------------------------. TYPE 144478 8/27/88 W SIDE. CHG USER SR SECTION 16 TOWNSHIP 28 N RANGE 01 E TAX # 003 TYPE AFF # 0000000 VOL/PAGE 0146 0580 ENLARGED BY SIZE 0.747 AC ASSOC PARCEL #'5 MAP LOC NW~ swk CHG DATE 8/27/88 CHG USER SR TRACT 89.43' ALONG S LINE OF TRACT 15 OF LUDLOW POINT ----_:~~::~:_-~~~~-~~~:~!~:!~~~------------------------------------------, SECTION 16 TOWNSHIP 28 N RANGE 01 E TAX I 004 TYPE AFF # 0005527 VOL/PAGE 0000 0000 ENLARGED BV SIZE 14.36 AC ASSOC PARCEL #'5 MAP LOC Wi SW~ CHG DATE 8/27/88 CHG USER SR J~~~JEgFo~A~~EI~-E~~pE~f ~~DL3g~~~ ~~lc~ ~kA~+~ 6~8S~(~' E~BE6~N~O~~f ~W~gtsO~N~ ~~ ~OBVR~AefN~N~5rOS ~?A~NBN~2RALLEL +WAJ~~.S LINE OF GOV'T LOT 15, IN THE PLAT OF LUDLOW POINT ------------------------------------------------------------------------- SECTION 16 TOWNSHIP 28 N RANGE 01 E TAX' 005 TVPE AFF # 0025759 VOL/PAGE 0000 0000 ENLARGED BV SIZE 7.06 AC ASSOC PARCEL #'5 MAP LOC CHG DATE 8/27/88 CHG USER SR --___s~~~:~~~~~I~!~~~l~_~~_~~~_~~_~~~_~~~~~_~~~_~_~~_~~~_~_~___________ TVPE T TIDELAND SECTION 16 TOWNSHIP 20 N RANGE 01 E TAX II A 000 AFF II 0000000 VOL/PAGE 0040 0307 ENLARGED BV SIZE 11.71 AC ASSOC PARCEL II'S CHG DATE MAP LOC NE ~ NWk I~gE~~~~'onBH6!I~'2~PON GOV'T LOT 1. TRACT NO.4, 8/27/00 CHG USER SR .------....--------------------------------------------------------------- "I" ' ~ ...' , I " ", ',,', \ I , .~, I ,i I " ((0.; r " " r, " \ I I I ",I "" , \ } r II , ~ ' ' 'I ',' I '. : ---- ("...."'-;)'. ." U.lW.m"bMtIIllItI ...- . O(~ ~ ....4....... c r':.". ~~~'~~...f~~'.:.~;;..~ LL ~..iilln..- ~~ -"- J.d!IIIIII.lIl. ~ m.M - .&kI ,.u .... 10 ~II&': I o o 32 X I 0 ~ _~ lIlIiDII .............. Z <C ' :J:I- 1-t5 ~~, Wu -"0 Uo ~~i ~.....I enu.. -0 w>- ::;1- <C- a:-" u..<C ~S :J:w I-:J: ZI- ;:0 zl- ww ::; ::), ::) 0' Uen 0- o!:: Ww :J:u 1-- \!:b Z wen u- i=~ 0' Z r ... o o \....J _. o ~t5~ ( /j(C 1& DEED RECOrD 113 JEFFERSON COUNTY ~ V, II ~ 11-1 -ifJ'" 98732 F. D. S. $1.10 Cancelled S. D. S. $1.00 C811Celled ' ;'/AHnAN'lY DE8D TIft; GRANTOR, POP'!:; & TALBCfl'. INC. a corporation organized and existing under aIll1 by virtue of the laws of the State of California. for and in consideration of Ten Dol. lars ($10.00). and other valuable considerations, in hand paid, oonveys and war,rants to JACK NEUERT and JOSII:: NEUBRT, his wl1'e. of Port Ludlow, Washington the Grantees, the following descI'ibed real estate. situated in the County of Jefferson, State of Washing. ton: Tha t portion of Government Lot Two (2). Seotlon Sixteen (16). Townshlp Twenty-eight (28) North, Range One (1) East, W. M., descrlbed as follows: Beginning at a point on the Southerly margin of the Port Ludlow-Chimacum Count1 Ro" distant South 00 01' 04" East Nine Hundred Forty-f'our and Sixty-eight Hundredths (944,681 feet from the Northwesterly corner of said Sectlon Sixteen (16); thence along the Southo erly margin of the Port Ludlow-Ch1mac\Ull County Road North 670 34' 30" East Two Hundred Thirty-three and Fifty-six Hundredths (233.56) feet; tbence on a curve to the right hdU a radius of Five Hundred Forty-three and Sevent,y Hundredths (543.70) feet, a distance of Fifty-two and Io'orty-tnree Hundredths (52.43) feet; thence NOI'th 730 06' 00" East'Two Hundred One and Fifteen Hundredths (201.15) feet to the Northwesterly COl'ner of tho tract hereln described and the true point of beginnlng. Thence continuing along said Southerly margin of the Port LUdlow-Ch1mao\Ull COWlty Road North 730 06' 00" East One Hundred Sixty (160.0) feet; thence South 160 54' 00" East Two HWldred Forty-seven am Sixty-eight Hundredths (247.66) feet; thence aJ.ong the Government meander 11ne ln sdd Section Sixteen (16) South 600 56' 30" West One Hundred S1.xty-three ond Sixty-seven HWI\\o redths (163.67) feet; thDnce North 160 54' 00" West Two Hundred Eighty-two and F11'teen Hundredthe (282.15) feet to the true polnt of beglnning, together with Tide Lands ot the Second Class in front of, adjacent to and abuttlng tbereon. 'l'l"A ;..l'll,:,tur ho)l'eC:f reaervea Ilnto 1t5el1' and unto ita succeSSOlOS ani &.5s1c;ns, the tull. oomplete and absolute r1ghts to all 011s, gases, coal, sand, gravel, Clay, foslU. metals ond minerals of ever.-y name and nature whioh mq be in or upon sa1d. llUld or lllll pnrt theroof in commercial quantities wlth the right of entry upon sdd land to prospeo': end explore for and. also to take. m1ne and remove .the s81ne, provlded sald Grantee, hll successors, hoirs and assigns, shall be l'easonably compensated for all damage done to tho 811rfaoe 01' sald land and the 1mprovements thereon 10 carrying on 01' any of suoh opo el'at!ono. ' SUDJEC'L'. HOWEVER. to reoervat10ns, if any, 1n Bovernnlent grants and subjeot i'W'tbl, to all easements. 1'1ghts of way and privileges whioh have been heretofore SOld, 01' ~~W to or oondemned or aoqu1red. by any mu.n101pality, person. i'iI'lll, oorporation or the publ1l. In addition. thaNl are aloo oxolud"d from the wax'rnnties of this. d.l.lec1 ony and all unpaid. tc.xell nnd aooesODlonto, and 8ny and all 11ens, enoumbrenoes, ch01'ges. 11ab111t1e~ and olaims of whatsoover )(ind Ilrising. oreated. permitted or imposed on said prOpel't1 In - Z <C ' :J:I- I-fli a:::; <C::) Wu -"0 Uo en ' ~~i -"I- en u.. -0 w> ::;1- <l;- a:-" u..<C ~s :J:w I-:J: ZI- ;:0 zl- ww ::; ::)' ::) 0' Uen 0- o!:: Ww :J:u 1-- \!:b z wen u- i= :J:, 01- Z ,,.. o o ,.....~,~~..,., <. 0 -r- ~ ......Illb.~ F. D. S. $1.10 Cancelled S. D. S. $1.00 Can=elled ' \'/ARRAN'lY DEli:D TW:: GRANTOR, POP.t:; & TALBCIl', INC. a corporation organized and existing under alIl1 by' virtue of the 1 aws of the State of Call1'ornia, to'r and in consideration of Ten Dol- lars ($10.00), and other valuable considerations, in hand. paid, conveys and. warrants to JACK NEUERT and JOSI!:; NEUl::RT, his wit'e, at Port LuCUow, Washington the Grantees, the following descI'ibed real estate, situated in the County of Jefferson, State of Wa:lh1zl8- ton: Tha t portion of Government Lot Two (2), Section Sixteen (lS), Township Twenty-e1ght (28) North, Range One (1) East, W. M., described as follows: Beginning at a point on tue Southerly margin of the Port Ludlow-Ch1macum COlUlt;y Rod dis tant South 00 01' 04" East Nine Hundred Forty-four and Sixty-eight Hundredths (944,681 feet from the Northwesterly corner of said Section Sixteen (16); thenoe along the SOllth- erly margin of the Port Ludlow-Cb1macum County Road North 670 34' 30" East Two HlUldre4 Thirty-three and Fi.fty-six Hundredths (23:3.56) feet; thence on a curve to the right haY a radius of Five Hundred Forty-three and Seventy Hundredths (543.70) .feet, a distanoe of Fifty-two and :r'orty-three Hundredths (52.43) feet; thence Nox'th nio 06' 00" East'Two Hundred One and Fifteen Hundredths (201.15) feet to the Northwesterly corner 01' the tract herein described and the true point of beginning. Thence continuing along said Southerly margin 01' the Port Ludlow-Ch1macum County Road North 730 06' 00" East One liundred Sixty (160.0) feet; thence South 160 54' 00" East Two Hundred Forty-seven tUII Sixty-eight Hundredths (247.68) feet; thence alOIJ8 the Government meander lirle in said Section Sixteen (16) South 600 56' 30" West One Hundred Sixty-three and Sixty-seven HD redths (163.67) feet; thence North 160 54' 00" West Two Hundred Eighty-two and Fifteen Hundredths (282.15) feet to the true point 01' beginning, together with Tide Lands ot the Second Class in front of, adjacent to and abutting thereon. 'l'b3 'Jl'll.:1tor boll'eb~ reserves unto 1tself e.nd unto 1ts successors ani asslc;nll, the full, oomplete and absolute rignts to all oils, gases, coal, sand, grave~, olay, fODa metals and minerals of everyr name and nature which may be in or upon said la."ld or GJ17 part thereof in commercial quantities with the right of entry upon sald land to proapool' and explore for and. also to take, mine and remove ,the same, prOVided said Grantee, hi. suocesllors, heirs and assigns, shall be reasonably compensated for all damage done to the BW'1'aoe 01' sa1d land and the improvements thereon in car17ing on 01' any of suoh opo erat10n:J. ' SUBJECT, HOWEVER, to reoervations, if any, in government gre.nts and subject furtbl' to all easements, rights 01' way and privileges which have been haretofore sold, or grAIl I to or oondemned or acquired. by any municipality, person, 1'1rm, corporation or the Pllbl1.,1 In addition, tbora are a100 Clxoluded :Crow U:~tl waI'rant1ell of this deed llny und all unpaid tCtxes art.d asseoomento, and allY and all liens, encumbranoes, charges, 11abllitio1 and claims of whatsoever kind arioing, oreated, permitted or imposed on said propertr and after ~le 1st day of November, 1941. IN VlI'l'Nll:SS WHEhEOl;', the Grantor has caused this instrument to be executed by ita proper officers and 1tl;l oorpOl'ate seal to be hareunto affixed this 16th day of November, POP~ & TALBOT, INC. By T. C. Walker Virst Vice-President. (CORPORAT~ S~AL) Attest: By Jos. L. Paiva Seoretary. STAT~ OF CALIFORNIA ClTi' AND COUN'lY OF SAN F'AANCISCO I JUS. On this 20th d/.ly of Novembor, A. D. 1942, before me personlllly appeare(L T. C. W to me kna.vn to be the FirfJt Vioe-Presid.ent, and JOB. L. PtJ.VA to me known to be the SOC1'",trl'Y' of POP.,; & TAUlO'l', INC., the oOl'porut10n that exeouted the with1n tllld. 1'orll8011'4 instrumont, and QC1lmowlcde:;eu t;ho said.\ "'n\ont to be tho free /.1m voluntary not and .,.. ./'1 .~ ,..._... ........"'" ~..."" ...,.,,.. "nn... +-'h1ll.""4",, "'A"""'4"",,,,~ ",.,rt t"\t'l "nt,'" ..t..t..t ""-- C 0 ~~ (' , . I 0 l<l!lIll"___.-_~".I1..HIIII.- .....IIIlIIIL .<11___1 lllllll.____J ..-~~,..,..,..--. __ -- Z <C' :J:I- 1-t5 a: ::;, <C ::), Wu -"0 ~o en wI' ~~, enu.. -0 UJ>- ::;1- ~:J u..<C ~S :J:w I-:J: ZI- ;:0 zl- wW; ~ 15\ uen 0- o!:: UJw :J:u 1-- \!:b Z wen u- -:J:. b..... Z r o o _H (~.;' -- v- o o .. ( ( CEiliG" c...i!O~1 z... ~c,,€~"2-"5 ( (....";).,'117 ,1C'\';;bRIGINAl ~ o Ordered by Engineer under ferms of Section of the Slondord Specificalions WASHINGTON STATE Shee.----L- of ~ DEPARTMENT OF TRANSPOR oo.e q I' Z/ q I CHANGE ORDER I .04.4 Change proposed by Controctor 812.. I'k '?O. 6<:> X <J-IOO, ~ETZ. rer;v,/ tVf!J QS3/L., 1-/,?- ?/ Vale 5(.,90. 0 8 <=)A\C...~ ~oA-D , Tille Cmu,.rJ'gille" hy S,l,.eJy: (lI.be,. rt',/uircd) ..' ,,; ~"; ,. 1;(1..-, By: Aun,.ney.i,../tJ,., /Jatl! ... , .... , ........ ..,..............,..DESCRIPTIDN OF WORK, You are ordered to perform the following described work upon receipt of on approved copy of this change order: c.1-I1+1-J,"€ ~Ic..6S C1N 71-/e: ~1.,~/JJ6- I~S', 1,':UJ,r tbJ'l ~~ ~i~~J IZ DJI'~. J t=,?,0I-'7 ~ 100.00/L.;; To:. 'iJ ;3/.0"'/ /LF. IN. #ZI Oll../l.,:)IJ~ ~rz,q7E7Z- I F~ II ZOOo.OO/eI'! U. J'3,C~I.4-7/e:J, Tb ti:30 Sezsr;"AJb)~t..IZ.IJJ~ ~o M/7t.C...,;1J6 FIZC7--? JNc..e~6 ~"M.,.y l="eOl'? 1.3 19c:.. TO CH-~~ ~ SFlsl:./~I(.f')l1o., "7tl H/41Z.o Ttt€ F't31..<"~/N " I T'E7"': I> et..~""7C JJ 1000,00/ TO A,. 2.b "c... ~et> F6'Sc.1..l'lS" , 11 fZSO.oa//?c... #- laB ?~ S-Tl c. 'Przt:HJ..J fl~e MI"rRILe1ZS. All work, molOrlal!\ and mnClsur"mcnl 10 bo In Qccordonco wilh Iho provisIon, of lho Standard Spoclflcatlon. and Spacial Proville"" 'or Iho tVPD of conslrue- lion Involvod. DISTRICT o ::~~~~~L HEADQUAJlTlRS o ::~~~~~L ORIGINAL CONTRACT AMOUNT CURRENT CONTRACT AMOUNT ESTIMATED NET CHANGE THIS ORDER ESTIMATED CONTRACT TOTAL AFTER CHANGE $ 14 z., $ Yt'-\ ''\1.10 ~.lDb SZ.S1 $ HEADQUARTER'S USE DISTRICT USE APPROVAl. RECOMME~DED nI"l ~_._--~VJ3,-LCj_L ",";"" P",lli",.,., fJ",.. APPROVAL RF.COMME/IDED APPROVED DISTRICT ADMINISTRATOR ~~$1H .,. o"'O:J'~ -rL~41 tJ.UI' BV' ,jIf., DOT ~~):'~lli'J .(;~1 ,,-..--- o~ ... ..i...~i;...... ~111..~....U -- --- c -<I. ..................6. '3 ;/' j j 1 ~~ :1' ,':4 ';; }j .\ .~ i j :1 ,~ :1 I ,I. :;c I 1 I I I , 'I j ~ 'J} '.~ i ~r J ~\ ~ I f J { _J . 10 L~~~ ~- Ii! ,'0\ :j Fl '7~ "r ;~ " , ~" ~ "j I ~ - o o 32 X 10 IIL~~ v- ............... Z <C . :J:I- 1-t5 ~~'. Wu -"0 Uo ~W\ ~~j enu.. -0, W ' ::;> <C!::: a:-" u..<C ~S :J:w I-:J: ZI- ;:0 zl- ~ ~l ::) 0', Uen 0- o!::: Ww :J:u t;:i= _0 z WOO U- i= :J:, 0....; z r o o - - o o .. ( ~SO.. - c=.o ni!fO<,r.;. r '. Sheel-L of-1. Dale If IZ!<:1/ WASHINGTON STATE DEPARTMENT OF TRANSPORTATION Change Order Number z.. CHANGE ORDER ~ o Ordered by Engineor under terms of Section of the Standard Specifications 1 .04.4 (,:,1~' : r;;: ':' ~ ".;~) C/ll)8J Z- Chongo proposed by Contractor ~ "'Fhv/~(;- Cc. ~~~'t/lO.!J~ 'ie il~ ~ /)llle ';;51". f(.),_.f(.. f-,..jf'!CI .;\1<! Ni"l. Proi,'d ':,1.< $"~OB. .~, ~ ;?;::riP. Title Cr",.u',,' Xi,',," hy Surl't...,: (1I.,l>l'" ".''1,,;r('J) By: Atltlrm~.v";"1/1,:t (J"Il' .... ...... ,....,DESCRiPTION OF WORK ......,....,...., You ore ordered 10 perform tho following described work upon receipt of an approved copy of this change order: :Jj-tiM p 2.7 ~'Ptft't1.:r CDJ.J4?ET6 ~G)VJeJr ~U!' THG' Hz.1'-~ ;:e;e T 01J F/Z01J1 m. Hze...aJf:'!7-- J ~S B To ~ 35.$0 :l3t...oo X/eM ~ '3 z... p~ L. 0 c..q T/ OJJ. : ffT "11-J6 L..T. ~;~& "Be'R'n ~1>e FJ1'l..- ~. 4~D1-f30 10 T'r'Pe- I ~t..LH-5o r1&'7:rJ.. 3 '1 vB-en=: 0) ~e 73~ ~DZ&f'- 1"tJ.Jc.~) TYPE: I D~ (J) !)J./e' B(!f1fp~ Gt:J19fZl>lLfW- m.Jc/:JC1S!. J -r't~ z.. XTE:1'?::tt:- 3~ All work, malorlal!! and moasuromontlo be In (I('r.ordonef) wilh lho provisions of tho Standard Spoclflcollo"s and Spoclal Provisions for tho Ivpe of construe- lion involvod, o o DISTRICT APPROVAL .,aUIAID ttEADQUARTIiAI APPROVAL MEQUUIID o q,'l ~'3Z, It> "5 <.110'5.00 S 42.aJ. '17. 0 HIADQUARTER'S USE ORIGINAL CONTRACT AMOUNT CURRENT CONTRACT AMOUNT ESTIMATED NET CHANGE THIS ORDER ES TlMA TED CONTRACT TOTAL AFTER CHANGE $ DISTRICT USE APPROVAL RrCOMMENDED --#~._~~ -_..,.;C"L~I;';;."j'II;'",lli"fW APPROVAL RECOMMENDED APPROVED -"0~1'L 0.",' _L/-!]~l1.L IJ.III' DISTRICT ADMINISTRATOR By: DOT HlAM ..;11/)(1;'1 "), R'VI~fD Yll'/ (~~~'-- 0010; --- --. O(~I~ -'( - -. ;, t ORIGINAL 1 I ,~ T 'I:' ;r,.' (\, i .~ 7 ~: 10 . ..&tI 1...11 I o o 32 X 10 - Z <C. :J:I- 1-t5 ~~i WU' dg en W'\ ffi:J: -"I- en u. -0 ~?: ~::; u..<C ~S :J:w I-:J: ZI- j:o Z 1-, :g ~: ::) o'i Uen 0- o !::, ww\ :J:u 1-- \!:b z' W(/) !d :ti b!-'I Z ','" I , '0 o ___Jill. HI . q o o .. (, ( ORIGINAL WASHINGTON STATE HIGHWAY COMMISSION Contract ~ ol~ Numb., ("P"~~/~ Sheot Department of Highways Change ?/,'Z.ltjJ CHANGE OR DE R ESTIMATE Ordor Date Number Z ESTIMATED ESTIMATED ITEM GROUP DESCR I PTI ON UNIT UNIT QUANTITY AMOUNT NO, NO. MEASURE PRICE CHANGE CHANGE 'Z7 ASPHm:f' Cc1vc.f!~ ~0i2. ?i26"'- To.u 35. So neoT, 59,'-190,00 LeVel- , c..Ll"lSS B To.(J 3t.J,oc - 1385 T. (:-no"i().~ 2'6 195;::>~'T c..oxJ Co... ~rEMe1tJT GU}Ss is -:SZ BmM ~D~ TrPe- I '-,/- 1'5.5"0 - Ljoo L,F. (/p,'Z..OO /')0) 3'1 B€1rM ~f:hJl.- *P.Je/.JcJ2- 7'ri"lr 1 ~, ""375,00 - I C~"S.OO) 35" B~ ~JZI7tL.- mJ~~ "i'tY5 Z. €I"l ~("D.OO -J L "SIoO ,CO) .. i HWY ~~~ .i~1 i.~i ("" ,""(;>--...-.. ~ 'f!I'- - 1 '~ .k r :;i i:j I o o ~ JMIId -~ ~ .wll..~~~ISdI~~~ · .-~~~~~~:.~.=::'~~;H:~~';~~.;riL~~j~~~l~~.~;~~~,,... _."-"~ - Z <C ' :J:I- 1-t5 ~~; UJu -"0 uo en ' ff3~i -" 1-' en u.. -0 UJ>- ~!:: a:-" u..<C ~S :J:w I-:J: 2:1- ;:0 zl- UJw ::; ::), ::) Oi Ucn 0- O!:: UJw :J:U I-i= !:!:o z wen U- i= ~, o z r o o o o .. ( C-It:O ~ rz.. - C-Ifn,.,.(rcr C1n.Per~ - ~S ORIGINAL { \. Ii I: ~" WASHINGTON STATE DEPARTMEN'fg'f TRANSPORTATION CHANgE 2JRJ~~1 Change Order Number Sheel-L of Z- Da'e ~JZ€'ICJ J ~ Ordered by Engineer under terms of Section of the Standard Specifications o (""""" ';o,CEPBIz..,. J4Ce mv.lN& (:,0..1 ,/~C., 'P.o., Bex (,//00 '8TZer?e1Z7lA'C.J.J W,rl 9S31 i. Change proposed by Contractor ';;Gll ~~1Ut", ".dp!<-:!l Aid N.., f!:)~ ShY, /ZD .JnRZOtIf!!7'?, Cmwm' ,l(il'('1I hy .sU1'('/.v: (u'b~'" rt'quirrJ) I''':>i''':' ritle By: Atttl,."r.v.;n1~&t 1JjJlt. .........' ...... ......, ,....,DESCRIPTION OF WORK .... You ore orderod to perform the following described work upon receipf of on approved copy of this change order: 177::7<? d '32. ~crz..LOWIN u- B~~'- -jrPe'1 ,/,c/ 77I-e: D e:z..e:r-e ~o c..~T1 0').1 50 : "5119. L/ (, i +-S-O sm. 417+,-/0 sm. 1/73+-5'0 ~n<a. '17B~Se) <-T, l..r: TO TO /7E7"J'1%3c.j 7J-re" D cz. e'T7E ~€ B~ tYtJhlZDi2I?HL. J"}?/c..IJ012S,l"7'71=C I". ~0P7 t...OC.A T7 ON ~ , 1Tl:;'7-'7# (,7 1'1~e: '7'WO (z) I'JDDJ77O').JJ:)'t.. H/~/L.13())l..~1)S.l ~nQ. 47'S+(N '-T. 1'J';JJ1,? ~n:J. ifSZ+-Bt..J '-T.; 7D ,}9 Loc../I7TlCN -,0 Be T::e:7lE7z.~/.IV~ 67 ~ eJ~/,,(/ec:~. ^" work, malorlal" and moo!'ournmnnllo ba In accordancn wilhfho provl!llons 0' Ihe SIandord Spoclflcallom and SpQclol Provision, for tho Iypo of con!ltruc- tion Involvod. DISTRICT ^PPAQVAL REQUIRED HIADQUAJlUR5 APPROVAL REQUIRED o o ORIGINAL CONTRACT AMOUNT CURRENT CONTRACT AMOUNT ESTlMATrD CONTRACT TOTAL AFTER CHANGE ESTIMATED NET CHANGE THIS ORDER s 419 '3'3z., 10 HEADQUARTER'S USE sLf2.7 "13'-1.1.,0 $- 3"''',2=-.50 $ '1Z7 'j34.l,0 DISTRICT USE APPROVAL RECOMMENDED n n ~ ~\o'o- . .-. ~_._... ---._-.' ..._~--..~-----,._----- l'mi,''''J:'''.lI'''''I'r '.\ APPROVAL RECOMMENDED DISTRICT ADMINISTR~ 6., ..., ~?:t;:lci'J,~l ~@L- 11."., (~;_." ,...---- - "Ad Ot:) . .,. ( ..., -, u1l bI!l ~', '1 J 'I 'l I 1 j j 4 i ! t' i I l 1 1 i! j J 1 ;f 'j I \ :1 '\ ~ )",,\~ .c.j .(j '[, ,1 " . 10 _ .I_Ill". I o o 32Xlo - -- Z <C. :J:I- 1-t5 ~::;, ~a\ uO o en W'\ ffi:J: -" 1-' enu.. -0 ~?: <C- a:-" u..<C ~S :J:w I-:J: ZI- ;:0 Z 1-, WW, ~ 15; Uen 0- o!:: Ww' :J:u I- i=' \!:o Z wen u- i=~ o Z .r , o o .... ~ 5heel~of~ DoI.l/z.~ /9) I ' ITEM GROUP NO. NO. 3Z ~<f ~7 DOT ~::,':.~ILO:.' ( \ .. o o (,1 WASHINGTON STATE DEPARTMENT 01' TRANSPORTATION CHANGE ORDER ESTIMATE S1'U. ITEM NO, DESCRIPTION UNIT UNIT MEASURE PRICE '-.17 115,S;O e:l '315.00 L. .~. ORIGINAL 7( i I I I I BEJ91-'7 (;u-nIzelZR-/ L fr~ I 8' ?osr B~ OOh1ZDlZlhL. /:mCJJo7(? T'TP'e' / f'fC;:i:>J 77 t:f7'J ~ j:?:ez.ou'TTI cn-J OJ= nRtL.J3CY- 5na-NDS 70 Contract Numb., C/Z.OS/'Z.. Change Order Number ESTIMATED QUANTITY CHANGE ESTIMATED AMOUNT CHANGE - SSS.O 8, ,"oz. S'~ -'-1,0 (2500.00) 1500.00 1500,00 ISOO.CO ')!g-~ s a1Z '0'r~~ '.- '..till' G:~:''':~:'_ ~ ~.~1lI .~ -, -l4 ~,' 1lII~""" ...........1lIlI ". ,- ~-bIIIII ( ..;1...,. ) .: J '2. ~, }:~{!':.\\,::,'trX:;::<'i'~_,~~"., ""\,:,.,.;:,, =11 r~~!,~)~__~~~~ '____~'~'~_~~~ (,. 10 '~r:;=~=::;-~':-;~ - I ..;..:.........;- ~ o o 32 X 10: 1IIi.:IIl:Mallllr ,,:.........;;...;..'~ V" - Z <C ' :J:I- I-~ a: ~, <C ::)i Wu -"0 Uo (/'Jw: ~~I enu.. -0 ~?: ~::; u..<C ~S :J:w I-:J: ZI- ;:0 zl- ~~! ::) Ol Uen 0- O!:: Ww :J:u 1-- \!:b Z wen u- i= ~, o Z r' o o o o .. A4~tDltl>>. '.'CEFlTIFICAfc OF INSURANCE'? ,\ ctlr4 8 ( '{ ('''^~ .~' ISSUE DATE (MMIOO/YYI "',',' .'~ ,,,, (, .-'~. :1':, 7/3/91 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE. COVERAGE AFFORDED BY THE POLICIES BELOW [DVSTED a::MPANY 424 'IlIIRD AVENUE WEST SEA'ITLE, WA 98119 COMPANIES AFFORDING COVERAGE COD,!. 206) 285- 7735 r~#~~NY A TRANS(X)NI'INENl'AL INSURANCE CXMPANY SUB.CODE INSURED Em~~NY B CDNTINENl'AL CASUALTY a:MPANY ACE PAVING a:MPANY, INC. ET AL P. O. BOX 4100 BREMERlDN, WA 98312 E~~~NY C E~#~~NY 0 E~#~~NY E THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESF'ECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, CO TR POLICY EFFECTIVE POLICY EXPIRATION DATE (MM/DO/YY) DATE (MM/ODfYV) ALL LIMITS IN THOUSANDS POLICY NUMBER TYPE OF INSURANCE GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLA'M. MADE X OCCUR, 7 04645372 OWNER'S & CONTRACTOR'S PAOT, GENERAL AGGREGATE PRODUCTS.COMP/OPS AGGREGATE PERSONAL & ADVERTISING INJURY EACH OCCURRENCE FIRE DAMAGE (Any ona lire) MEDICAL EXDENSE (Anyone poraon) COMBINED SINGLE LIMIT BODIL V INJURY (Per parlon) BODILY INJURY (Per accldonl) :1,000, ,1,000, ,1,000, ,1,000, , 50, 5, 7/1/91 7/1/92 X $1,000 PER OCCURRENCE PROPERTY DEDUcrIBLE AUTOMOBILE LIABILITY X ANY AUTO ALL OWNED AUrOa SCHEDULED AUTOS X HIRED AUTOS X NON.OWNED AUTOS GARAGE LIABILITY 7 04645369 7/1/92 $ 1,000, $ 7/1/91 PROPERTY DAMAGE EXCESS LIABILITY EACH OCCURRENCE $ AOOREOATE OTHER THAN UMDRELLA FORM wonKeR'S COMPeNSATION AND I!MPLOveRSo LIABILITY STATUTORY (EACH ACCtDENn (DISEASE-POLICY LlMln (DISEASE-EACH EMPLOYEE) OTHER OI!8CRlPTION 0' opeRATION8/LOCATION81VIIHICLII8/AI!8TAICTIOU8/8PECIAL ITeMS THE CERTIFICATE HOLDER NAMED 8ELOW IS ADDITIONAL INSURED BUT ONLY AS RESPECTS: OAK BAY ROAD PROJECT, UCR-OBI2 CiiiTIF'iCiiTE-HOLDEA'---.---'-"...--,.----.,..--.---.'cANcIlLi:'ATiON'---,..,.--...-...,..-------'---.---'~~---....- ,~c.O_J.l_I),a,~:llJ~!!!8J.. _....... DHOULD ANY or- THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIR....TION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL.1.9... DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KINO UPON THE COMPANY. ITS AGENTS OR REPRESENTATlVEB, W A 9 B 36 B .UT~~ft!NiATIVa....R -~ I ;"'Z;;I';,(.' c.::z....U/~, ~- ... -.---..------..----.- ---.-.,.__,_ -.?-ZO\l~1.r:b<~~AC!.Q.!'!,IL~~_,!~IQ.'!.l!8R JEFFERSON COUNTY DEPT. OF PUBLIC WO R I{$ P,Q. BOX 1220 PORT TOWNSEND, C",-;;----_H... .:~~:) .~v~,\"U ",,' .~_~ ~LI. ~__~.jj_= i', .' 10 ~~~~ ..._~ rL':~ -:: ._~ ~l ~~-..j1j ~ __~--I11 - EG 1 r i \ ,~ .,~ ,I I o o jl 32 X 10 -_...-...... IIJlIlIlld - Z <C ' :J:I- 1-t5 a::. :i'l <C ::), Wu -"0 Uo en ' ffi~\ -"I- en u. -0 ~?: ~::; u..<C ~S :J:w I-:J: ZI- ;:0 zl- W W, ~ 15\ Uen 0- o!:: Ww :J:u 1-- \!:b Z wen u- i=~ o Z ',""" o o (~~-- \ August 28, 1990 17 ( o o .. . () JEFFERSON 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 Ace Paving Co., Inc. P.O. Box 4100, Wycoff station Bremerton, Wa 98312 Gentlemen: Re: Oak Bay Road, CR0812 The board of Jefferson County Commissioners has awarded you the contract for the above referenced project for your corrected bid of $427,934.60. All three copies of the enclosed contract must be executed on the forms provided and returned to this office for further processing. After the contract has been executed by the Board of Commissioners, one original will be returned to you for your files. Please return ,the contracts within 14 calendar days after the date of this letter. If you have any questions, do not hesitate to contact me. Sincerely, g~~.~ Tom Morello Acting Project Coordinator Enclosure xc: Dist. 3 State Aid CR0812 Contracts PWA02 r~~ - tOO'lt Recyclod Paper L.'" , ~~'~~ ,,\'/','.,......,":,.,' ,.' " .'~. ~~ .,',::\'~t,~;(,ITt;I:::,:,I,:.i. , , r ,''''''' . -'- 1 , ~ :t " :1 " ~ \, , J",O::;'_.,', e. . 'I 10 ......'1lItI . ~-.....,,,.,'" I o o 32Xlo' o - o .. Z <C' :J:I- I-a:; a:::;., ~::), -"u uO o ~wi ~~l ~~: ~?: ~::; u.<C ~S :J:LlJ I-:J: ZI- ;:0 Z 1-, WW' ~ 15': Ucn 0- 01:: WWi :J:U' ~g; Z W(I)! ~~I o ' Z c John F. Raymond JEFFERSON COUNTY PROSECUTING ATTORNEY Courthouse - P.o. Box 1220 Port Townsend, Washington 98368 Telephone (206) 385,9180 TO: BOCC Mark Huth, Deputy prosecuting Attorney ~ FROM: DATE: August 27, 1990 Recommendation for award of bid for Oak Bay Road, CROB12 RE: ~,r" , ; I I have reviewed the bids for Project CROB12 and the recommendation of the Public Works Department dated August 21, 1990, that the contract be awarded to Ace Paving Co. as the lowest responsible bidder. Although Ace paving Co. used the original rather than the revised proposal form, I believe that this irregularity was immaterial in that Ace Paving Co. did not thereby receive a substantial advantage or benefit not enjoyed by other bidders. The board did consider the statements of Mr. peabody of Lakeside Industries and his attorney, Mr. Douglas Hartwich. However, the contract involved a price per unit line item bid; Ace paving Co. submitted a proposal form which addressed each line item. After considering the quantities pursuant to the Addendum which Ace Paving Co. acknowledged receipt of; it is recommended the Board award this contract to Ace paving Co. o o \ C-~.-':~:':~~ r;~T-" , .~.. '. I'~ ' ,:''i.'', ',' . ',' 'f:...'''cCl..~;'',;~.,~ , l}r.,U" , ",-:~,l~,~"I',;"J"., ~':""\:'l ~l.: . ~~ " I tr~ " j\ ;,; .':-!i,'\'~:;t~'i'~:'Jl~ .. ;,:"," - I o o V!,), l ' ,10 ',,',' " 32Xlo;! =;t~ ~~~~~~:"~:"t'~"~I~,~,~,~~:L~,~ '~ - Z <C ' :J:I- 1-t5 <Ca: ::;, Waf -'0' Uo oow: ~:J:I -'I- en u..' -0 w ' :;> Cli~ u..<C ~s :J:w I-:J: ZI- i=o zl- WW, ~ 15\ Uen 0- o!:: ~W; I-S:! \!:b Z W(J) u- -:J: bh Z ,r.." , . o o c-"~"_J._"': - ...- -~ l ",(.,10 L~;-~~~~_u ~, o o .. \ ( ,'\:.- r$}%:?i G"--... '.. . " /);1"'" ril ]. ";~'~~.' , ,.;ffi~, ,i -~, "'''':'~ (i'';'\\ :;;~\ )\t I \, JEFFER'SON 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 MEM01U\NDUM DATE: August 21, 1990 TO: Board of County Commissioners jAd Robert G. Nesbitt, P.E., county Engineer FROM: SUBJECT: Recommendation for award of bid for Oak Bay Road, CR0812 The Public Works Department has completed checking the bid for the above referenced project and recommends that the contract be awarded to Ace Paving Co., Inc. of Bremerton, Washington for their corrected bid of $427,934.60. The bid received from Ace paving co., Inc. was submitted on the original proposal. Addendum #2 was sent to the bidders that included a revised proposal and instructed the bidders not to use the original proposal. This error resulted in an increase of the Ace Paving Co., Inc. bid amount from $420,440.85, stated on the proposal submitted, to the corrected amount of $427,934.60. This corrected amount occurred not due to a change in unit price, but a change in the quantity of work. The contract was bid on a unit price basis. When it was discovered that Ace Paving Co., Inc. had not submitted the revised proposal the question of their bid being irregular arose. After conferring with Deputy Prosecutor Mark Huth it was decided that, as the error by Ace Paving Co., Inc. did not materially affect the outcome of the bids or give Ace Paving Co., Inc. an undue advantage in the competitive bid process, the bid could be awarded as corrected. Approved tiy the Board of J';;::c~ xc: CR0812 "corres" 100% Recycled Papor ---r~ ,3 u , .' 1IIIIIllIlIlIli.....~illl '1" . e :I~\.) , '~'"~: ;y)i, "',, , ',,' "', , ~._i~~~"~~~,,, '.'~~~~~'~ III .111 \ I i I I o o 32Xlo -. '~JIlJ."1lIl - Z <C ' :J:I- I-ffi ~~; Wu -"0 Uo ~~\ ~ 1-' enu.. -0 w> ::;1- ~::; u..<C ~S :J:w I-:J: ZI- ;:0 zl- ww, ::; ::)' ::) 01 Uen 0- o!:: Ww :J:u 1-- \!:b z wen U- i=~ o z o o .. c' SET 2 JEFFERSON:COUHTY DEPARTMENT OF PUBLIC WORKS PROPOSAL FOR BIDDING PURPOSES OAK BAY ROAD OAK BAY RD. CO. RD. NO. 569908 M.P. 8.3 TO M.P. 9.54, SWANSONVILLE RD. CO. RD. NO. 514009 M.P. 3.21 TO M.P. 3.13, WALKER WAY RD. CO. RD. NO. 510009 M.P. 0.00 TO M.P. 0.02, OSPREY RIDGE RD. CO. RD. NO. 610109 M.P. 0.00 TO M.P. 0.01, PARADISE BAY RD. CO. RD. NO. 503609 M.P. 0.00 TO M.P. 0.07 COUNTY ROAD PROJECT NO. CR0812 i " .~ Sealed bids will be received in the Jefferson County Commissioners office located on the first floor of the Jefferson County Courthouse, 1820 Jefferson Street, Port Townsend, WA 9836B, until 10:30 A.M., on the date scheduled for opening bids. -d1.L11 ~"I~__ O'!':)..,' .";"j:,,~, ',':," ~.............-.............- -- rill u ~II Illi.dllllill..! J!I\I..!tJ1IIIfl (_'rl_~'''' ,--".. -~~ -~ C .;J IIIIlJLIlII ~, -, 'Il'i'f ..!j ;';,1 )]t .~ ,g :N rt i~ ':~, ;~ ;~ \\,~, i~ i;.~ ;\;Z- ~ hi 'i< I ~ , 1- " ~ '1, ,~ i~ } ~t :'k if ,i it" b .~ I I o o 10 J 1Ikb:l tL _". "r-1iliiiiill:...-'...~~IlMIIIC'...~ ._'-"_IIl.___~...dt~. .1iI~ 32 X I 0 t . .,.. ,- " .. . Z <C ' :J:I- I- t5 ' a:::;, " <C ::), Wu -'0 Uo en , ff3~1 -' ~! enu.. -0 ~?: <C:::i ' fE :3-, ~ d t :J: w t- t-:I: 1":' ~ I- I t- 0 I:! Z I- " w w, . ::; ::)' ::) 0' Uen 0- , o I- " w~, ~'; :J:u ' 1-- I- ' \!:o ' z , wen;" u- i= ~i ~l ' ... r o o .' \.. o o .. ( SUBMIT THE ENCLOSED PROPOSAL BOND FORM WITH YOUR PROPOSAL. USE OF OTHER , FORMS MAY SUBdECT YOUR BID TO REdECTION. :' NOTE: Use of other forms may limit the bond below an amount equal to five percent of the bid total. l \ . I, I -- :: e()) ..:,'y,. .,.. . " . ('. 10 iIl_11lI ~. -1IlMIIIIIIIIi . --..;~.....",:.:a. "_. __ .Lt..........I:x=--aiii1l ......,"..~fV':~......- ( 0 ....~ r __Ill_ -IIM___lldll I 0 o 32 X I 0 - ~--'~ ...........-.. Z <C ' :J:I- I-dJ ~:::E w =>\ -,u uO eno ff3~1 -"I- enu, -0 w> ::;1- ~::; u,<C ~a :J:w I-:z: Zl- ;:0 zl- ww, ~g; Ucn 0- o!:: Ww :J:u 1-- \!:b z wen u- -:J: bI- Z r o o o o .. c PROPOSAL 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 OAK BAY RD. CO. RD. NO. 569908 M.P. 8.3 TO M.P. 9.54, SWANSONVILLE RD. CO. RD. NO. 514009 M.P. 3.2l TO M.P. 3.l3, WALKER WAY RD. CO. RD. NO. 510009 H.P. 0.00 TO M.P. 0.02, OSPREY RIDGE RD. CO. RD. NO. 510109 M.P. 0.00 TO M.P. 0.01, PARADISE BAY RD. CO. RD. NO. 503609 M.P. 0.00 TO M.P. 0.07 IN JEFFERSON COUNTY AND THAT THE PLANS, SPECIFICATIONS AND CONTRACT GOVERNING THE WORK E)ffiRACED IN THIS IMPROVEMENT, AND THE METHOD BY WHICH PAYMENT WILL BE MADE FOR SAID WORK IS UNDERSTOOD. THE UNDERSIGNED HEREBY PROPOSES TO UNDERTAI<E AND COMPLETE THE WORK EMBRACED IN THIS IMPROVEMENT, OR AS MUCH THEREOF AS CAN BE COMPLETED WITH THE MONEY AVAILABLE IN ACCORDANCE WITH THE SAID PLANS, SPECIFICATIONS AND CONTRACT, AND THE FOLLOWING SCHEDULE OF RATES AND ,PRICES: (NOTE: UNIT PRICES FOR ALL ITEMS, ALL EXTENSIONS, AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES MUST BE TYPED OR ENTERED IN INK.) PRICE PER UNIT TOTAL AMOUNT * TOTAL ITEM ****************** PRBPARA't'ION 1 LUMP SUM L.S. MOBILIZATION 2 1.6 ACRE CLEARING AND GRUBBING 3 150 S.Y. REMOVING ASPHALT 4 360 L.P. REMOVING 5 15000 L.F. REMOVING *********************** / I, ~CO .0::) 7$0.00 360 'eL') 11.5"'0. a? *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. , f"_M"-'~~""'" ,., -- .---.. t.. 0 "r ~ :..~.. . .0 (:) - ~ -~Jati1~ -.MJ" JlUI2illL , I \ f ,] } i .~ '~ ;'~ "i .iii "I ;',','.,'1 "':,:'. LlM l' 10 b. 11111 "-l _lUIMUf1lLall -- ~ ...,.......- ~,. 1II:I..&1.&.J.lt----L11.........1I..-.. ...... I Cl o 32 X I 0 -10 l"- "" '''.....- ,- Z <C' :J:I- 1-t5 ~~: Wu -"0 uo en ' en WI w:J:, -" 1-' enu.. -0 W ' ::;> <C!:: 0:-" u..<C ~S :J:w I-:J: ZI- ;:0 zl- ww, ::; ::l' ::l 01 uen 0- o!:: ~~, ~~: z woo u- i=~ o z r o o TOTAL ****************** 6 7040 C.Y. 7 200 S.Y. 8 1013 C.Y. ****************** 9 3 C.Y. 10 7 TON II 155 L.F. 12 65 L.F. 13 167 L.F. 14 68 L.F. 15 1 EACH 16 408 C.Y. 17 544 L.F. 18 544 L.F. 1!l 135 L.F. o o .. (: ITEM PRICE PER UNIT TOTAL AMOUNT * GRADING *********************** ROADWAY EXCAVATION, INC. HAUL /1~7,60 'D:::' 1,0150'00 ~a;>~ .CO DRAINAGE AND SANITARY SEWER *********************** DITCH EXCAVATION, /oS. ex:::> LIGHT LOOSE RIP RAP 350.Q0 TRENCH EXCAVATION TESTING SEWER PIPE PVC SEWER PIPE ..;:7,,1/'.1O.C'C-> /130C> 'OD ~ _')"',,67</ .00 /, 7CO'0:::; c.so '00 _?/..? 61/' 0<::') 3/6 . CiD /0 f?.f tJ . C/O /0St~.cXJ *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. (--~-;;- "-' .,.- .....~ - JIM. -~, -', 0.'.." .'.,'" '':3.J~ ,'~'i/:';~":'\:>~>~"":"';"'" 1 ~_l."'.1111' , ~~...... _~l f" l rw..tliru.QsI..b... 1I:...a1 _Hulillli \. I 10 - I o o 32 X I 0 J...L ~. "--uJ~-~ .....Iiitlia.........: ......... ITEM Z <C ' :J:I- 1-t5 ~~: Wu -"0 Uo en w' ~:J:I -"I- enu.. -0 w>, ~t: a:-" u..<C ~S :J:w I-:J: ZI- ;:0 zl- ww ::; ::)' ::) oi Uen 0- o!:: Ww :J:u 1-- \!:b Z W(/) u- -:J: b....: Z 20 190 L.F. TOTAL 2J. 1 EACH ****************** 22 1825 C.Y. 23 990 TON ***R************** 24 ****************** 6 TON 25 $2,000.00 27 26 170 TON 300 TON 28 r 29 160 S.Y. 3485 TON o ****************** 30 o 1.3 ACRE ****************** o o .. (: ITEM SPECIAL PAVED DITCH ~-. C<.0 PRICE PER UNIT TOTAL AMOUNT * tfsCJ -CO AT OIL/WATER SEPARATER c2~~-c~ SURFACING *********************** GRAVEL BASE /t?, 9~21~) CRUSHED SURFACING /..:),3/l...:;--'c:O ......... ..AI!t.IBI:.~Iai:l_ 0(3.\> JWkJ&~J~_..l1WJ .- I~~... ~1Ii'M~.~'~ll1-W~~. . LIQUID ASPHALT ********************** ASPHALT FOR TACK COAT /, (j',pO -CC> CRACK SEALING ESTIMATED ASPHALT CONCRETE PAVEMENT ********************** AT .,!)-O .OD ASPHALT CONCRETE FOR ASPHALT ASPHALT EROSION CONTROL $2,000.00 '6,50Cl-OO / t!VJ t?O -.:::::0 / / ~ 19'0 -cc.' ********************** SEEDING, FERTILIZING TRAFFIC ********************** 1,300'C'O l-r~ , ___db . ~.... .. *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. , -- , Iiw~."tl.t ~I .......~.., _=-':A,:M~~~ .-""""___iI 32 X 10 ~ 1 :1 ~' , ,1'. 10 (,.".~~-' I o o o - o .. o 'l . (I :,1 :e , ~ ); ,~ 'I ITEM TOTAL ITEM PRICE PER .1 UNIT TOTAL AMOUNT ~ * AT ..f .4C IYc'; . 1 31 752 L.F. ASPH. CONC. CURB ~O ~ ,...1 tp "'~, ~o -(\0--:' i BIJONiP ~ 32 ~ '~ ) =3, '-\' 75". D ~ 33 :1 /~ .~ J. 34 1 . \1 ,~ 35 3 EACH /OJ~'a? l 79 EACH .~ 36 .3 /~ 0 . CJc.J :~ ~ 37 214 S.Y. 2 6 ";..<O..c:l::) i~ 7.5CJ . c:z:.; 'i 38 15000 L.F. TEMPORARY STRIPING ;'1 :~ ,\., 39 23500 L.F. SPECIAL PAINT STRIPE .:?3::TO.~" .. ;~ :~ .~ i ')1 40 620 L.F. SPECIAL PAINTED GORE C;.:2 . ?"'O '.( :$1 ?, 41 184 L.F. PLASTIC STOP BAR "7/ 7" 6c.~ I :,~ ;'f 42 3 EACH PLASTIC TRAFFIC ARROW /"/1. DO ~:~ "I ,'. 43 5 EJ,CH SPECIAL PAVEMENT /0.5.00 '~ 44 0.88 HUND RAISED PAVEMENT MARKER /C13.fc,o <" :~ 45 0.47 HUND PAVEMENT MARKER .;2 frO. c..,D 13/. &,0 46 LUMP SUM L.S. PERMENENT SIGNING ..;:, Sex> .0':-) I 0 0 Z <C ' :J:I- 1-t5 ~~; Wu -"0 Uo ~wi W:J:, -"I- enu.. -0 w> ::!EI- <C- a:-" u..<C ~S :J:w I-:J: ZI- ;:0 zl- wW1 ~ 15, Uen 0- o!:: Ww :J:u 1-- \!:b Z wCJ) u- i= ~, o ; Z 'r' o *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. ('O_~~"." ...:.,_~~_ - i~_".. I - ,_~. -~_....-.~ - _'<:>dlIlII_' "1 _ O(l)'.;;~'\.{,\ .'..,.. ('.. ,1 0 32 X I 0 ~'''I'l~~~ ~~~~~l=!~~~~~ ~.~... W~IIMU ~~J~_~ .u_~~__--' - ~r"""'" or ,- Z <C' :J:S;: I-w ~~: Wu -"0 uo ffi~, -"I- enu.. -0, w ' ::;> ~5 u.<C ~S :J:w I-:J: ZI- ;:0 Z 1-, ww' ~ 15\ u en,' 0- o !::,' ~~j 1-- \!:b1 Z wen u- i= :J:, of-: Z .. ,.....' . o o ITEM TOTAL 47 LUMP SUM 48 LUMP SUM 49 lOO HOUR 50 $500.00 51 1000 HOUR 52 $2,000.00 53 182 S.F. 5/\ LUMP SUM ******************* 55 269 C.Y. 56 300 S.F. 57 72 S.Y. 58 60 C.Y. 59 13 CoY. 60 55 MGAL 61 5 EACH o o .. (i ITEM PRICE PER UNIT TOTAL AMOUNT * AT L.S. SIGN REMOVAL LUMP SUM AT L.S. ILLUMINATION LUMP SUM .;24, 215" AT .;;s- .CO .co $2,000.00 r ..='0 AT *************************** ? .50 r ~ Ci) :C)l -'.~.:..;' CONTRACTOR PILOTED ADD. CONTRACTOR PILOTED TRAFFIC CONTROL LABOR L. S. MAINTENANCE AND OTHER ITEMS STRUCTURE EXCAVATION BACKFILL FOR BACKFILL FOR WATER ADJUST MANHOLE / .;q,Sc,' .C)Ci '~ *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. --'".10:_' , ,...""-..__~"""""""'J..___- C 0 ~..!IaM:l.dl. L 1II.l::J I~ Dl1~11J!Ur - ~LLJIII~..:Lm -An_L- ljd"'-'.I1'i 'u .._, t . ;) I .~ ) '~ 10 - I o o 32Xlo -- ITEM TOTAL Z <c' 62 4 EACH :J:I- 1-t5 ~~; Wu, 63 4 EACH -"0 Uo en wI ~ i=, 64 ~O EACH enu.. -0 ~?: 65 $2,000.00 ~::; u..<C ~S 66 LUMP SUM :J:w I-:J: ZI- ;:0 zl- 67 LUMP SUM wW1 ~ 151 uen 68 ~8 EACH 0- o!:: ~~' 1-- \!:b Z wen u- i= ~i 0' Z .r..' o o o o .. (> AT / t:,::) D .0::\ PRICE PER UNIT TOTAL AMOUNT * ~ ~O '0.0 ITEM MANHOLE UNDER ~2 FT., DOL. ROADSIDE CLEANUP ESTIMATED AT L. S. TRIMMING AND LUMP SUM $OO'OCJ ~ /:,'lXJ' a:::J $2,000.00 5; a::o . 00 07, SCO .00 'J 3 '-I. f.,o./ elzoJ96 ~ DI~~1Ze101Ce: 'RePt.-e'l:."I1;; ~Gt-60 Q.:M"MTln.:'S or::'DfL I""iC'M~ ... ~-z,.I;"'S ~ -;..,. 1'1"> ~l::j2. -M';lD~;:i z.... .' .J1........... .~&Ibr.a:lhLi.~ -II tliIWMl- AT L.S. RELOCATE MAIL LUMP SUM AT q.co *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. (--;" ..---- _:_ ~ A- PLASTIC DRAINAGE ~r J .iLl_ .4ll ....."... ~ . ,. .'_. ..,'" c.;;)' ", ,,',':'?:":~.l';:';:'\r;:j~';,;:;c::17::':':" 1.'_ "o( ",,.,,, '":,;:,'..,,.' .'_' ~':.':""" :,'. ~,...'~, ".,,_;,i:':";',;:(,<~,~i,:;::':",~;;':'},'.':',:::;(:i A. ".'.JIl' ,.t.~~,~Ll,~i(j~c~ ,~:i', ""':1.~~t ,~" ,~~!Ift!'~'': 10 ~-- I 1 I 1 I 1 1 I I I I i I 1 I I I t I I o o "U.llll__' 32 X I 0 'iil"liiII,dl~JIlIi ''':'j r-- - Z <C' :J:I- !-~ ~ ~~ ~g' Uo en wI' ffl:J: -"I- en u.' ~o, ::;?: ~::; u.<C ~a :J:w I-:J: ZI- ;:0 Z !-, ww' ::; ::).! ::) 0\ Ucn 0- o!:: ww' :J:u I- i=' \!:o Z wen ~~j 0' Z , I ',,..... o o o o .. ( c4 FIREMAHS FUND DISIIIIIIIII:E I:lIMPANIES \ o FIREMAN'S FUND INSURANCE COMPANY !;d,THE AMERICAN INSURANCE COMPANY O'NAT/ONAL SURETY CORPORATION o ASSOCIATED INDEMNITY CORPORATION o AMERICAN AUTOMOBILE INSURANCE COMPANY BID OR PROPOSAL BOND KNOW AU. MEN BY THESE PRESENTS: That We, ACE PAVING COMPANY, INC. (hereinafter called the principal), as principal, and THE AMERICAN INSURANCE COMPANY . a corporation organ. ized and doing business under and by virtue of the laws of the Slate 01 NEW JERSEY , and duly licensed for the purposo of making,guaranteoing or becoming sole surety upon bonds or undertakings required or authorized by the laws of tho State of WASHINGTON as Surety, are held and firmly bound unto BOARD OF COUNTY COMMISSIONERS-JEFFERSON (hereinafter called the Obligee) COUNTY In the Just and fuU 8um 01 FIVE (5%) PERCENT OF AMOUNT OF BID Dollars ($ ) lawful money of tho United States of America, for the payment of which, well and truly to be made, we hereby bind oUf&olves and our and each of our successors and assigns, Jointly and severally, firmly by these presonts. THE CONDITION OF THIS OBLIGATION IS SUCH THAT, WHEREAS, the abovo bounden principal as alor.sald, IS about 10 hand In and submit to the obligeo a bid or proposal (or tho OAK BAY ROAD CRP NO. CR0812 in accordanCA with tho plans and apocilicatlons fUod 1n tho offlco 01 tho obligoe and undor the notlco inviting proposals therefor. NOW. THEREFORE, if tho bid or proposal 01 said principal nhalt ho accepted, and the contract for such work bo awardod to the principal thereupon by tho said obligat). and nald prIncipal ahall onlor 1010 0 contract and bond for tho completion oj aaid wClrk an roqulrod by taw, thon lhll5 ob\lgalion to bQ null and void, otherwise to bo and remain In full force and eflect. IN Wfl NESS WHEREOF, aaid Principal and .ald Surely havo cau.ed the.o pre,en'. to be duly .Igned and ..aled this 20TH day of AUGUST .19 90 380277-4,81 -Jl1IUl.ME~_ ,,_a.M.. ":;;Sk'-'<l':i- ;r~~~STEWART Allorn.y.ln.Fncl C ,_. ", ::"~;::;:~~:"''''=...:. . ~ ~.~ ,';WY?'\),~~:f;,;;::;:':;:?;r;7:':'":''',,''' 10 :'.~ ,..~' :~'I~rt-.....:~~,~';,\, t ,s ' ~=" ~~:.J...i,~:",,:,. .... .: >'f';:: ::: ~~!~~JE~::':': , \(2~ _._':'"::: ::: _' ;":l:~;,,,.w:jil :~I";, _._. _ : ~ ~'~: ~~'~ :::. ::..-:=:.:...:... ~:' ~ >i: , ;~ ',' ..,.'.....'., ' " !:~'~"1.: I o o 32xlll ........ ~'---~...~. ...~~ ..- Z <C ' :J:I- 1-t5 ~~: Wu -"0 Uo en : ff3~1 -" 1-' en u.. -0 w> ::;1- ~::; u..<C ~s :J:w I-:J: ZI- ;:0 zl- w LU, ~ 15' Uen 0- o!:: ww' :J:u 1-- \!:b z wu] u- ~:I:J 0.... Z r o o o o .. ~; ,", (...' GENERAL POWER m' ATI'ORNEY THE AMERICAN INSURANCE COMPANY KNOW ALL MEN BY TIIESE PRESENTS: That THE AMERICAN INSURANCE COMPANY. a Corporation duly organized and existing under the laws of the State of New Jersey, and having its principal office in the City of Parsippany, State of New Jersey, has made. constituted and appointed. and does by these prescn.s m,ke, eonSli'ule and 'ppoin' CARL H. LOVSTED, JEFFREY L. STEI~ART and CARL M. LOVSTED III, jointly or severally SEATTLE, WA its true and lawful Auomey(s).in.Fact. with full power and authority hereby conferred in its name. place and stead, to execute, seal, acknowledge and deliver any and all bonds. undertaking, recognizances or other written obligations in the nature thereoC-------------------------------------- and to bind the Corporation thereby as fully and ~o the same extent as if such bonds were signed by ~he President, sealed wilh the corporate seal of Ihe Corporation and duly attested by its Secretary. hereby ratifying and confirming alllhat Ihe said Attomey(s)-in.Fact may do in the premises. This power of attorney is granted pursuant to Article VII, Sections 45 and 46 of By.laws of THE AMERICAN INSURANCE COMPANY now in full force and effect. U Artklc! VII. ~ppoJlJtm~lIt aDd Autbority of ResJd~Dt 5<<reuries, Attofll~",-JD-Fact aad AgeDu to .cctpt u,aJ PTOCrSf aDd Mak~A.PPU"'Dces. SectIon 45. AppolDtment. The Cbalrman of tbe Bond of Directors, tbe Presldenl, any Vice-President or Iny otber person aulborized by tbe Board of Directors, tbe CbaIrman of tbe Board of DlreclOrs, tbe Presldenl or any Vice-President may, from time to time, appoint Resident Assistanl Secretaries and Al1omey:f.ln-Flct tu reprnent and act for aad on behalf of ehe Corporation and Alent! to accepe leal. process Ind make appnrances for Ind on behalf of the CorporatJoa. SectJon "'. Autbority. Tbe auebority of such Resldene Assistant Secretaries, Attorneys-la-Fact and Alents shall be u prescribed In Ibe Instrument evldencloa: tbr.r appointment. Aay sucb appolnlmenl.ad aIlaulhority granled Ihereby may be revoked ataay time by the BOlrd of Dlreclors or byaDY penoD empowtrflllO make lucb appoIDtmeat:' This power of' anomey is signed and sealed under and by Ihe authority of the following Resolution adopted by the Board of Directors of' THE AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 31st day of July, 1984, and said Resolution has not been amended or repealed: "RESOLVED, rhat the signature of any Vice-President, Assistant Secretary, and Resident Assistant Secre~ary of this Corporation, and the seaJ o( this Corporation may be .fflxed or printed on any power of attorney. on any revocation of any power of attorney. or on any certificate relating thereto, by facsimile. and any power of auorney. any revocation of' any power of attorney, or certificate bearing such (acsimile signarure or facsimile seal shall be vaJid and binding upon the Corporation:' IN WITNESS WHEREOF, THE AMERICAN INSURANCE COMPANY has caused these presents ro be sisned by its Vice-President. and its corporate seal to beher.un.odr",,:d.hl. 26th dayof January ,lgl.!L-, THE AMERICAN INSURANCE COMPANY ~~ By } Vk:c-Prakknl STATE OF CALIFORNIA COUNTY OF MARIN u, On'hh 26th dayof January , 19~.beroremepersonallyeame R, D, Farnsworth . to me known. who, belna by me duly sworn. did depose and say: that he Is Vice-President of THE AMERICAN INSURANCE COMPANY.lhe Corporation described In and which execuled the above instrunlent; Ihat he knowl the leal of laid Corporation; that the ,eal affixed to the laid Instrument Is luch corporale seal: that It was so arnxed by order or the Board of Directors of .ald Corporation and Ihat he Ilaned his nAme thereto by Uke order. IN WITNESS WHEREOF. I have hereunlo sel my hand and affixed my ornelal.e,'. Ihe day and year herein nrsl above wrillen, J...HII1'..HHII....II...""lImH.noH.IIII1.."".. OFFICIAL SEAL e ~ ,,/ "..~ . J.M.VANDEVORT I V~,-- . NOTARY PUBLIC, CALIFORNIA I - - No,.","".1Jc Prlnelpll Olllea In "'..'n County M, C...mhllon "pi,.. AII9, 21, '"I CERnnCATE .....111".........*1...........1....'''..........111.. STATE OF CALIFORNfA COUNTY OF MARIN } u, I o o 1.lhe underslsn.d. Real den. Aul..anl Secre'ary of THE AMIJRICAN INSURANCE COMPANY. a NIlW JERSEY Corpor'tlon. DO HEREBY CIJRTIFY 'hal ,he foregoing and a"aehed POWIlIt OF ATTORNIlY remains In full force and hIJ nol b..n revoked: and fURhermore .ha. Anlele VII, Secllonl4' and.c6 of 'he Oy-lawl orthe Corporation, and the Resolution or Ihe Doard of Dlreclors; let forth In Ihe Power or Altorney, are now In rorce. "....,""-"'".~"..,,,.'". ""..... ---""" -." --"". ~~!3' ~ "-,,. a~ AMlrl"" s.cn.." 360711.TA,6,09 r '.. · 'i~~. ;:.".I\'y/,".,. . . . ..,10..32 X.o I ' ' ' ) ""~/'"j!","""', ,:,";:/:l:",}:/:iL:,':,:;,:,,">,::;;'-':>1 , :-,,: ',,', ~ .', ,J ',',,' " " , ",' "',", , ,', ,I , _JIIiiDaI~~I"""""'.iDlIliIi~"~;i~_miJl rl~t~~v~y~~~~"..........~,_ cm ~.."_... --., ~ILJL1111""'1 ""I ~l IIIIt: - Z <C' :J:I- 1-t5 ~~1 Wu. -" 0' Uo en W'I ffi:J: -"I- en u. -0 ~?: ~::; u.<C ~S :J:w I-:J: ZI- ~~. wW' ~ 15'\ Urn 0- o!:: Ww :J:u 1-- \!:b Z wen u- i=~ o Z :r'... o o ,(~'''.''~~-''''" - .-- T --- o 6 .. () CONTRACTOR'S DECLARATION OF OPTION FOR IO\NAGEMENT 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 perce this contract in an interest bearing account, withdrawal until after final acceptance of Date August 20, 1990 c. I hereby elect to have the OWner invest the retained percentage of this contract from time to time as such retained percentage accrues. :I hereby designate the repository for the escrow of said funds. l: hereby further agree to be fully responsible for payment of all costs or fees incurred as a result of placing said retained percentage in escrow and investing it as authorized by statute. The OWner shall not be liable in any way for any costs or fees in connection therewith. as Date Signed !l - ~~"" ~i~~~",~..~~6l~j~il;r:X;~:'~I.I~;-~~". ':~., .--- -.- ~:'~--:k ...;........~ -';:~~~~~. , ' <~ l- i: , , I .10 .llIllHIAMLU'~,H.,~:".,.'~ 1..:&11II_ I o o 32X IOi r "\I o -- o .. c (i Z <C ' :J:I- 1-t5 ~~; Wu -"0 Uo ~~i ~ t-: enu.. -0, w' ::;?: <C- a:-" u..<C ~s :J:w I-:J: ZI- ;:0 zl- ww ::; ::)' ::) 0" Uen 0- o!:: Ww :J:u 1-- \!:b Z wen u- i=~ o Z HOH-COLLUSZOH APFIDAVZ~ * STATE OF WASHINGTON ss ** COUNTY OF Kitsap I, the undersigned, an authorized representative of ***--.ACIL I'A"!"""''' TN'" being duly sworn, deposes and says that the person(s), firm, association, or corporation ~li (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is submitted. I. further acknowledae that bv sianina the proposal sianature Daae of the Dronosal. I am deemed to have sianed and have aarBed to the Drovisions of the noncollusion affidavit. ,r' ( o o * If notarization of proposal takes place outside of Washington state, DELETE WASHINGTON and enter appropriate State. ** Fill in county where notarization ot proposal signature takes place. ***Fill in firm name. 6 C7'-'..~ = .D":"':'~\:<~''l''''''''. .'...'... ,.... ,...... . I ',.' ." '.... . ..."'..... '. '...'.',.,'.'....,,'.,...'.'.'...'....'.',.,......'.........'........".".....,.. '.'.. ..,. .......'. ..........,.. .. ...... 0 ,'. "....... .......,.<. ;'C,.;' ,,' ..",;".,.",1:...\..,"<:;";,.,,,. :;' ;...._" '" (,>* ',' :," ' ~__l~~~.;':_~_"'_-d~_~~~~~~t =-~~~~;. ____... t ~ l~~ U~-"~_Y.llllll < , 1.IIlI....~ -..- - I o o I I -~2~~ v- - Z <C' :J:I- 1-t5 a: ::;, <C:;) Wu -"0 Uo 1n ~\ -" 1-' enu.. -0 w>- ~!:: a:-" u..<C ~S :J:w I-:J: ZI- ;:0 zl- ww, ~5i Uen 0- o!:: Ww :J:u 1-- \!:b Z wen u- i=~ o Z ,r o o - ~. ...u (=-; o o .. \ ( " PROPOSAL - CONTZNUED The bidder is hereby advised that by signature of this proposa1 he/she is deemed to hava acknow1edqed all requirements and signed all certificates contained herein. A proposal guaranty in an amount of five percent (5t) of the total bid, based upon the approximate estimate of quantities at the above prices and in the form as indicated below, is attached hereto: CASH ZN ~E MOUNT 01' CASHZU'S CHECK DOLIJ\RS CBRTZI'ZED CHECK ($ >> PAYABLB 'l'0 THB COUNTY '!'REASURER ** PROPOSAL BOND J:N 'rBB MOUNT 01' 5% 01' THE BZD **Receipt is hereby ackJJow1edged of Richard I'J:RM NAHB ACE PAVING CO., me. (ADDRBSS) P.O. Box 4100 Bremerton, WA 98312 Signed and sworn ~ (or affirmed) before me on /()~y ~L~ - NOTARY 'PUBLIC ,p /;1.0/9 (J Date My eppointment expires 3 ~L~j, )_, , Note: (Seal or Stl1mp:. This proposal is not transferable and any elterfttion of the firm's name entered hereon without prior ~orruission from the County Commissioners will be cause for consider- ing the proposal irregular and subsequent rejection of the bid. Please refer to section 1-02.6 of the standard specifica- tions, re: "Preparation of Proposal," or "Article 4" of the Instructions to Bidders of building construction jobs. (1) (2) 7 c :~-~_ () (I') .,~-"~.~.~~. - - --,- i \' 1 1 :I 1 1 :ii .,'({ 'W :1 '1] ,'[I' J }, " ~~ '(', I o o ~o --~~.Ji >~~'L'----'-MIIlkI 1':' " , I 'I I ....~ <'t,';', ,;";::":' , '," JlsJ",' 'M-.d~~ __Ul1><iIIII j~_._.---' '..___1m. ]U1Il1"1tl~ ~.Ild ~.m ,- " Z <C ' :J:I- 1-t5 ~~, Wu -"0 Uo en ' en WI w:J:i -"I- enu.. -0 w:>- ::;1- ~::::; u..<C ~S :J:w I-:J: ZI- i=o zl- ww ::; :::l' ::) 0' Uen 0- o!:: Ww :J:u I- -- \!:b Z wen u- i= j:=, 0' Z r o o (~.--;.. ,. ..1 .Lbd:::.A~ o o .. PWOPOSAL BdND KNOW ALL MEN BY TI-ESE PRESENTS, That we, of as principal, and the a corp or- ation duly organized under the laws of the state of , and authorized to do business in the State of Washington, as surety. are held and finnly bound unto the County of Jefferson In the full and penal sum of five (5) per cent 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, that whereas the principal herein is herewith s!Jbmitting his or its sealed proposal for the following: . said bid and proposal, by reference thereto, being made a part hereof. NOW, THEREFORE. If the said proposal bid by sold principal be accepted. and the contract be awarded to sold principal. and If said principal shall duly make and enter Into and execute sold contract md shall fumlsh bond as required by Jefferson County within a period of twenty (20) days from and after said awcrd, exclusive of the day of such award, then this obligation shall be null and void, otherwise It shall remain and be In full force and effect. IN TESTIMONY WI-EREOF, The principal and surety have caused these presents to be signed and sealed this _day of ,19_. CPrlnclpalJ CPr....IpaD CAtI_y,....,...1l ~ cs..rolyl - ~- r~~~ ~ , Oj~;::l tIll.*..~ --.Ll 1!!Q:1....b... .. .tl!Si:lIJlJIlIIIIII'~ -'.UIIIIIIIJJlllllIj_l , .- i. ! I o o . (' I 0 32 X I 0 i~.~~'~i~_ ~11L.i..., IJ .... ~'.~'.'~h"''''''' ~ II \ - l' .. ( ~ ':1( z :;t <{ , 1 ~ ~ ' ''''!l~if~~~;q~s~~8~~~~6~iV:'i;'i''';dt'''i1''if';''';'''''''"''''')"''''","''''" . .."",..-...'"":~--:-""" ,', '" P. O. Box 4100 Bremerton, Wash. 98312.0100' <.1(\!: '<<. Jill? OAK BAY ROAD August 20, 1990 10:30 A.M. "- ~., '''-~~-'''---'~- ~~,~-"l~'Ut'""l;TI" 0' ____L.... . - _L.&lI.1 t:I1l.1L L~ '1 ~I/ T ~E ."'I,C!;.,' II'", ~~:>) ','," 11" IO:~O V THE BOARD OF JEFFERSON COUNTY' JEFFERSON COUNTY COURTHOUSE 1820 JEFFERSON.STREET "1)1>:r Tnl,msr.;~'" ,"lA' !l1l36R . Lllll>L'W"'" o j IIUIiI..tII6Iiil__ L~IIIII- ....;.'.,lIiilliiilliiiliillu/illllili'''''......_".....,.,- ...d IIIklIIIIIRIIII ," ", -__11II11'""-- r- 1 o - o .. < A. lJ f / , Z ~~ I-w a: ::f, <C ::), dg, o en wI' ~~ enu.. ~o: ::;?: ~::; u..<C ~S :J:w I-:J: ZI- -0 !ZI- wW' "" ::)1 :5 o. Uen 0- o !::, wwi :J:u I- i=, \!:o ..z, wen u- i= ~! o ' Z , , 3. Sheet 20 of 25 - Paving, Channelization and Signing does no~ show the 155 L.F., from R/W Station 477+40 to 478+85 left, of the Beam Guardrail Type 1, 8 ft. long post, shown on Sheet lO of 25, Quantity Tabulation. The quantity is reflected in the Revised Proposal. Due to the time for Bid Opening, these Plan Sheets will not be revised at this time, but are considered revised by Jefferson county for bidding purposes by this Addendum. All bidders are required to furnish the County with evidence of the receipt of this addendum. This addendum will be incorporated in and made apart of the contract when awarded and when formally executed. Robert G. Nesbitt, P.E. bY~ ~- County Enoineer ~ Project Coordinator I NOTE: Acknowledgement of receipt of each addendum is required on the BID PROPOSAL. ,,,...... '0 o \" page 2 of 2 (~- ;' -'~'~--- ~/s ':';';~~~;1,;;i:i;P'\;)i,:;.,..i";':'.',~~, ',~' 10 ~h~"h,,~j""'~"!i""'" ..,1,.1.. ., "~"""" ,'-;.2";Lt~ll. ~1! ~._tJ,~_~~~~~ .I : "I.' ' ..,., " ~~:::::~:. ,I .t.t....t. ~ --o....o...u.1:iII "~:.;.....;......... -.,. -"..'.1..-.......... IIlIIM .......-Il-~u- ...,., I1WIM I a o 32X<1 [] '"'IINIII_'._illllllilllll .- o ............... o .. Z <c' :J:!z I-w ~~: Wu -"0 Uo en w: ~ i=1 enu.. -0, w ' ::;?: ~::; u..<C ~S :J:w I-:J: ZI- ;:0 zl- wWj ~ 15\ Uen 0- o!:: Ww :J:u ~t3 Z wen u- i= :J:, Of- Z \ ( ,~"""'H~ ..~;:, <~?1..~~,"'.(_' :.~.~:c.( f/).!*,1J::..:'''-<'''~tt. .~! \>t' " (j 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 August 10, 1990 ATTENTION: ALL BIDDERS AND PLAN HOLDERS OAK BAY ROAD county Road No. 56990S Project No. CR0812 ~UM NO.2 Enclosed is a revised Proposal. This Revised proposal is required to be used for bidding in lieu of the original Proposal. The original proposal contains the following errors: Item No. 32, Beam Guardrail Type 1 - S ft. long post, the quantity is ~ L.F., not 700 L.F., Item No. 33, Beam Guardrail Type 1 - 11 ft. long post, the quantity is ZQQ L.F., not 555 L.F. Item No. 34, Beam Guardrail Anchor Type 1 - the quantity is 2 each, not 5 each. Additionally, the Pl.an Sheets 6, 10, and 20 of 25, the Summary of Quantities, the Quantity Tabulation, and Paving, Channelization and Signing Plan respectively contain the following errors: r l. Sheet 6 of 25 - Summary of Quantities contain the same errors as on the Original Proposal and upon this notification is regarded as reading the same as the Revised proposal. Sheet 10 of 25 - Quantity Tabulation, the Beam Guardrail Type 1, S ft, long post to be placed as shown on Sheet 20 of 25 from R/W Station 469+50 to 473+50 left, is not reflected in the Quantity Tabulation making it in error by not including the 400 L.F. of guardrail and 2 additional Beam Guardrail Anchors, Type 1. These Quantities are reflected in the Revised Proposal. o 2. o page J. of 2 100% Rocyclod Popo, (~'~-;.. --- ' - :. [, , - o.~(~ .J . ' c.,i:, . ..~. ',',,' " ;""1""~ u;:~ r LJ1 11II. ........... _ . -- .._aIM -~'l"lIltl!ll..u'H...m .J.. 10 - ~ Lll I o o 32X I 0 ;,.,.'...... IIIIItl_-....~' ~~ --'-..... :~ Z <C' :J:I- I-~ a: ::;, <C ::), Wu -"0 Uc !n ~\ -" 1-' en ..... :01 ::;>- ~~ .....<C ~a :J:w I-:J: ZI- ;:0 Z 1-, ww ::; ::),! ::) Ol uen 0- o!:: Ww :J:u 1-- \!:b Z wu) u- i= ~: o Z .,..' o o ... o o .. \ ( ""Yd1k~ ,~~~!{/( ,~~,~,.t ~?~~.'~~Jj:;"'..:,~.. (: JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P .0, Box 1220 Port Townsend, WA 98368 (206) 385.9160 Gary A. Rowe, P.E, Director Robert G. Nesbitt, P.E., County Engineer August 9, 1990 ATTENTION: ALL BrDDERS AND PLAN HOLDERS ADDENDUM NO. 1 OAK BAY ROAD County Road No. 569908 Project No. CR0812 You are hereby notified that the following Special provisions are revised as shown or noted: DATE OF OPENING BIDS Sealed bids will be received at the following location before the specified time: 1. At the Office of the Board of Jefferson County Commi.ssioners. Jefferson County Courthouse. 1820 Jefferson Street. P.O. Box 1220. Port Townsend. Port Townsend. Washinaton 98368. until 10:30 A.M. of the bid Q~ date. The bid opening date for this project shall be Auaust 20. 1990. The bids will be publicly opened and read after 10:30 A.M. on this date. SHOULDER RECONSTRUCTION The third paragraph II Construction Requirements ,II and the seventh paragraph II Measurement II contain dimensions of treated timber posts that are in error. The dimensions are 6 in. x 8 in. x 8 ft., NOT 6 in. x 8 in. x 8 ~n., as originally shown in this Special Provision. All bidders are required to furnish the County with evidence of the of the recei.pt of this addendum. This addendum will be incorporated in and made apart of the contract when awarded and when formally executed. Robert G. Nesbitt, P.E. County Engineer bY:~~ Bruce ~~ Project Coordinator NOTEs The plans and specifications does not have thls addendum incorporated in them. Acknowledgement of receipt of each addendum is required on the BID PROPOSAL. 100% Rocyclod Ponor o c -- -,- ~ ",.. ,~' n ..LI~ ,*~~....."..N..,~ ..A_ ~~ I ' C" ,0.(:) ...'wllll1..llllinlll .; ,;I "';:::~",(\:~}\' {. ~ b.L~ T ':? tic' '; r / I I \ ! ,~ j .~ "I ,~ t ~~ :~~ ~ '~ , i ~. 10 i.:j~___.)., .... ~,~ ..I I - o o 32 X 10 ...11I ,.- '"' .IlliJl'-'" - o - o .. Z <C ' :J:1- 1-t5 a: ::;, <C ::), Wu -"0 Uo (/'Jw: ~hl -" 1-' en u. -0 w>, ::;1- <C- a:-" u..<C ~S :J:w I-:J: ZI- ;:0 zl- ww ::; ::); ::) 0' Uen 0- o!:: Ww :J:u 1-- \!:b Z wen u- i= j:? o Z ENGINEERS ESTIMATE LAKESIDE INO.. INC, COUNTY OF JEFFERSON, STATE OF WASHINGTON BID TABULATIONS Project: Oak Bay Road, CR0812 ,r' ITEM TOTAL UNIT ITEM UNIT TOTAL NO, QUANTITY Pf\ICE PREPARATION 1 LUMP SUM L,S, WOOUZATION O.tllOFTOTA 136,117.47 2 I,ll ACRE ClEARINa AND GRUBBING 13,000.00 14,100.00 3 150 S,V, REMOVING ASPHALT CONCRETE PAVEMENT ",00 ....,00 4 3llO L,F, RENOVJNQ ASPHALT CONCRETE CURB "'00 1720.00 6 16000 L,F, REMOVING TEMPORARY STRIPING ..,.. ....,00 GRADING ,I II 7040 C,V. PDN1NAY EXCAYATtoN, INO. HAUL 14.76 $33,440.00 1 200 S,V, PAVEUEHT REPAIR EXCAVATION, INC. HAUL "'.00 l3,eo:J.OO '" 8 1013 C,V, eWBANt(UEHT COMPACTK)H ".00 ",013.00 DRAINAGE AND SANITARV SEWER 8 3 C,V, orrCH EXCAYATtoN, INC. tlAUL 178.00 .....00 10 7 TON LIGHT LOOSE FUP RAP ...,00 ....,00 11 1M L,F, UNDERDfWN PIPE 121H. DWA. 120.00 13,100.00 12 e5 L,F, 8CtiEDULE A CULVERT PIN 1261<4. DIAU. ....00 ",430.00 13 1117 L,F, DCtIEDULEACULVERT PIPE 11"'. DIAM. ,"",,00 ",poa," 14 1I8 L,F, PlAIN CONCRETE CULVERT APE 12 tN. OIAU. 1:17," 11,170.00 16 1 EACH CATCH BASlN TYPE 1 1100.00 1100.00 III 408 C,V, TRENCH EXCAVATtoH '7.10 10,000.00 17 544 L,F, TESTING OE'M;R PIPE *",00 ",018.00 18 544 L,F, f'\/C CEVo1!R PIPE. IN, OIAIl, 110.00 11,440.00 18 1311 L,F, BTEEL CASINO 1 a IN. DIAM. "'.00 12,026.00 ( 1110 L,F, 1ll'Ecw.. PAVEO otTCH 110,00 11.000,00 21 1 EACH otlM'ATER BEPARATf.R "',000.00 I1l1i,OOO.OO SURFACING 22 1825 C,V, aw.IlEL IlA8G "0.00 It',2IO.00 23 8IlO TON CAUottl!D OURFACINQ TOP COUROE 117.00 '1'."10.00 \ o o (~.,....- -... .. c : -- - UNIT TOTAL PRICE 128,374.00 12tlI,:)74.00 14.238.00 .,712.40 10.26 '1.:)87.10 lUG -,.. ..,.. ....,.. .6.26 138,000.00 ..,.. ",100.00 ".20 ",2111.80 ...,.. "06.00 ...,.. ....,00 "1,00 12.700.00 "1,00 ",170.00 IID.oo 1:1,113.00 ...,.. ",010.00 -18711.00 1871.00 17," 12,158.00 ",00 .....,00 "1,00 ".704.00 ...,.. ",111.00 12t,IO 16,4DUO "0,000,00 "0,000.00 &to,44 .,e,OM.OO .".. "',14.:1.40 ACE PAVING, INe, UNIT TOTAL PRICE 120,000.00 120,000.00 17,000.00 111,:200.00 ..,.. 1710.00 ".00 ....,.. 10.03 ....,.. ..... 141,780.00 ".00 11,000,00 ..... n,oze.oo ...,.. 11 04.00 ...... ....,.. ,18.00 12,410.00 ...,.. ",:100.00 ...... 13,174.00 ...... 11.700.00 ....,00 ....,.. ",00 ..,...,.. 11,10 lI,a.oo ...,00 "0,ltO.00 ....,.. 11:1,IOG.DO ..,.. -,.. *",000," 12.000.00 ..... 110,110.00 "2.60 "2,076.00 PAGE 1 oi~ '~::r,Y,,; ~"'~n - o DEL HUR CONST INC SETON CONST.. INC, .. UNIT TOTAL PACE ",00 ",00 ..,.. ",00 ",00 ",00 ..,.. ",00 ",00 ",00 10,00 ",00 ",00 ..,... ",00 ",00 ",00 10,00 10,00 ",00 ",00 10,00 It.,.. UNIT TOTAL PRCE ..,.. ..,.. ..,.. ..,.. ",00 ",00 ",00 ",00 ..,.. ",00 ..,.. , ..,.. ..,.. ..,.. ..,.. ",00 10.00 ",00 ..,.. ..,.. ",00 ..,.. ",00 o I 10 32 X 10 ... """"""'" Z <C" :J:I- 1-t5 <Ca: ::?:, ::), Wu -"0 Uo en , en w~ ~~! enu.. -0 ~?: <C- a:-" u..<C ~S :J:w I-:J: Zl- ;:0 zl- ww, ~ 15: Uen 0- o!:: Ww :J:u 1-- !:!:b z wen u- -:J: bI- Z ,,..' o o .~ . o o .. o COUNTY OF JEFFERSON, STATE OF WASHINGTON BID TABULATIONS Project: Oak Bay Road, CR0812 ENGINEERS ESTIMATE LAKESIDE INO.. INC, DEL HUR CONST.. INC, ",00 12,000.00 12,000.00 . ",00 ",00 ",00 ",00 ",00 ",00 ",00 ",00 ",00 ..,.. ..,.. ",00 ..,.. ",00 ",00 ..,.. ..,.. ..,.. ..,.. ..,.. ..,.. ..,.. 10.00 ..,.. ACE PAVING.INC, SETON CONST.. INC, LIQUID ASPHALT 24 8 TON A8PtW. T FOR TACK COAT 12715.00 ",860.00 ASPHALT CONCRETE PAVEMENT 26 $2,000,00 DOL, CRACK SEALINO f.2,OOO.OO 12,000.00 28 170 TON ASPHALT CONCRETE FOR PAVEMENT REPAIR. CL 8 ...,.. 18,1500.00 27 300 TON ASPHALT CONCRETE FOR PRELEVELINQ CL B 140,00 "2.000.00 28 34115 TON ASPtW. T CONCRETE PAveMENT CL.B ...,.. "2&,480.00 2D 180 S,y, ASPHALT CONCRETE WA.LKWAV ....0 ",3eO,DO ("'30 EROSION CONTROL 1,3 ACRE SEEDINCI. FERTILIZINO MID MULCHINO 11,000,00 11,300.00 TRAFFIC 31 752 L,F, AAPH. CONe. CURD 12.11I $2,143.20 32 958 L,F, BeAM QUARDfWL TYPe 1.' FT. P06fB 'n.M "',412.26 33 700 L,F, BEAM GUARDRAIL TYPE to " FT. POSTS "2.76 11,026.00 34 7 EACH BEAU QUARDFWL ANCHOR TYPE 1 1:1115.00 12,83.00 35 3 EACH BEAU GUARDRAIL ANCHOR TYPE:2 ....,.. 10711.00 35 7D EACH GIN.)( 'IN. TREATEOTIMOERPOaTB.' FT. lOCI," 17,"0,00 37 214 S,Y, :2 X l21N. TREATED TIUBERG 1211,00 15,3&0.00 38 ,5000 L,F, TEMPORARY STFlIPlNG ..,.. '000,00 38 23500 L,F. sPEcIAL PAINT STRIPE 10.10 12,360.00 40 1120 L,F, SPECIAL PAlNTEO OORS STRJPE to.'1 ...,.. 41 184 L,F, Pl.AllTIO STOP BAA ..... "111,00 ( 3 EACH Pl.AllTIO TRAfFIO Io111'IIm ...,.. "..,.. 43 5 EACH SPECIAL PAVEMENT MARKINO 111')0,00 ....,.. 44 0,88 HUND RAISED PAVEMENT M_EA 1YPl! 1 1200," ....,.. 46 0,47 HUND RAISED PAVEMENT M_EA 1YPl! . .....,.. '117," 46 LUMP SUIA L,S, PERlIEHEN'r OKIHINO II,M.DO ......,.. 47 LUMP SUIA L,S, SkiN REMOVAL '2,100,00 ......,.. 48 LUMP SUIA L,S, ILLUMINATtoH 8VaTEJA 12',000.00 t21,ooo.oo 4D tOO HOUR CONTRACTOR ,.,LOTED TIW'FIO CONTROL ...,.. ......,.. ..,.. 12,000.00 12.000.00 ..,.. ..,.. ..,.. 10," ..,.. ..,.. 10," ..,.. ",00 ..,.. ..,.. 10," 10," 10," ..,.. ..,.. ..,.. 10," ..,.. ..,.. ..,.. ..,.. ..,.. ..,.. 1280.00 ",MO.OO ......,.. 12.000.00 170.. "2.017.30 ...,.. "5,!i72.00 130.75 .'38,1528.713 "0.:16 13,088.00 ",:100.00 ",080,00 13,00 12,832,00 "5.60 "4,802.60 "0.:26 "3,471.00 1375.00 12,825.00 1380.00 " ,010.00 140," 1:1,180.00 ....,.. ",420.00 ",04 ....,00 10.10 12,:160,00 to,tO ...,00 13,00 '717.80 "'D,DO ,,47.00 121.00 ,,01,00 '220,00 1103.80 1210,00 1131,00 ",100.00 U,IOO.00 Ino,OG $0..,.. al,77e,OO 121,778.00 ...,.. 12,060,00 1300," 11,800.00 12,000,00 12.000.00 ...,00 58,100.00 ...,.. "0,100.00 ....,00 "18,4DO.OO "0.00 ",800.00 ",000.00 ",300.00 ...'" 11,804.10 "6.50 "",102.60 " 8,26 113.475.00 1371.00 12,821.00 ....,.. 11,010.00 140," 13.110.00 ....,00 "',420.00 10,01 '710,00 10.10 12.310.00 "MO ...... ",00 '717,00 "",.. 1147.00 RI," "05,00 ....,00 "10,10 RIO,OO '1:11,10 12.1(1(I.00 12,100,00 ....,00 ....,.. pe,.711.GO ,,",,171.00 ...,00 12,100.00 o PAGE 2 .C"'~"~~~"_=___ ( 0 32 Xi I 0 o \;:) - lL ( 10 {' . JU I . r--. _.La! Mllllllll;i .......... _.IoJllll-' 1!Ii.~1 _ Jm..l:::I. -.-.... .l~ 1- "'- .... J M::..d::::..Li ,- Z <C ' :J:I- 1-t5 ~~; ~u', uO o en wI' ~:J: -" 1-' en u..' -0 W ' ::;?: ~::; u..<C ~S :J:w I-:J: ZI- ;:0 zl- ww ~ 15'1 Uen 0- o!:: Ww :J:u ~~, Z wen u- i=~ o z ',,....' I , I '0 o ...., - o o .. COUNTY OF JEFFERSON, STATE OF WASHINGTON BID TABULATIONS Project: Oak Bay Road, CR0812 o ACE PAVING,INC, DEL HUR CONST" INC, ENGINEERS ESTIMATE LAKESIDE IND"INC, 60 $500.00 DOL. ADD. CONTRACTOR PILOTED TRAFFIC CONTROL 1000,00 ....,00 61 1000 HOUR TAAFFtc CONTROL LABOR ....00 123,000.00 62 $2,000,00 DOL, AOOITtoHAL Tw..FFtc CONTROL LABOR 12.000.00 12.000.00 63 182 S,F, CONSTRUCTION 8KJNS ClASS A ..,.. ",&47.00 64 LUMP SUM L,S, MAJNTENAHCE AND PROTECTION OF TRAFFIC 14,000.00 &4,000.00 OTHER ITEMS 156 28G c.y, 8TRUCTURe; EXCAVATtoN CL B,INC. HAUL ",00 12,162.00 68 300 S,F, 8ttOfING AND CRIBBING OR EXTRA EJeC. TRENCH .1.00 ....,00 67 72 S,Y, COH8T. OEOTEXTILE FOR UNDERGROUND DRAINAGE 82,00 "44.00 58 110 C,Y, GRAVEL BACKFILL FOR PIPE BEOOCNQ _,00 ",200,00 '1 13 C,Y, GRAVEL BACKFIU. FOR DfWH8 1211.00 _00 110 S5 MGAL WATER '20.00 ."tOO.oo 6. 6 EACH ADJUST MANHOLE 1300.00 11,100.00 62 4 EACH MANttoLE UNDER 12 FT., 4IIH. DlAU.. TYPE. , 12,000.00 11,000.00 Il3 4 EACH ADJUtITVALVE BOX "00.00 _,00 114 10 EACH NAJU8T MONUMENT CASE AND COVER "00.00 ",000,00 86 $2,000,00 DOL, ROADSIDE CLEANUP 12,000.00 a,oao.oo 1M! LUMP SUM L,S, TRIMMING AND CLEANUP 13,100,00 1:1,100.00 87 LUMP SUM L,S, RELOCATE "'A1L BOXES AND SUPPORTS ",000,00 ",000.00 III 18 EACH PLMTtc DfWNAOE MARKINGS 13,00 ",,00 IQI&!! ~ ( 1000,00 1000,00 ",00 12,000.00 ",00 . 10.00 1000,00 1000,00 823.00 12:1,000.00 12,000.00 a2,OOO.OO "2.10 12,275.00 13,100.00 13,500.00 1000,00 1000,00 ....00 122.000.00 $2,,000.00 12,000.00 ..,.. 11,113.00 11,000.00 ",000.00 820000.00 ".00 12.162.00 SO,.. 12.2141.10 ",00 82,00 ....,00 82,00 ....,00 ",00 13,00 1218,00 "'00 110"'.00 ..,.. '".00 '1,140.00 '12.60 1760.00 ",00 121.00 '1273.00 '11.00 'tOl.OO ",00 ...,00 .1,376.00 '11.00 "2:5.00 ",00 ....,00 a,2IO.OO ....,00 ",UO.OO ",00 '1,eoo.OO 87,000.00 '1,810.00 ",100.00 ",00 ....,00 a,200.OO 1200,00 1100.00 ",00 ....,00 13,600.00 1200,00 "'000,00 ",00 12,000.00 1.2,000.00 12,000.00 t:z,OOO.DO 12,000.00 12,000.00 13,100.00 ......,00 11,000.00 11,000.00 ..,.. 1110,00 "10,00 a,IOO.OO 12.100.00 ",00 84,00 <<;7'2.00 84,00 '72.00 .10.00 ....,oa;u ~ ~ PAGE 3 -- SETON CONST..INC, ....,00 1000,00 ..,.. 12.000.00 "',00 00,00 12,000.00 , i 1 1 :i I l 1,; 10,00 10,00 10,00 ",00 10,00 ",00 ",00 10,00 10.00 ",00 12,000.00 12,000.00 10,00 ",00 10,00 ..,...,00 j ;'~ j 1 , \ i , I I I 10 '\ ;:1 '.r "l ~'i 'c-' , -.'"; 1*lMi.~~l ~: ~ : . ',' ,-": .M -~:: ::~::::..: : , " e -:"1> ,:),~'~:,L:;;: ' :~;;.;,;:,:..:.,~..~"I~.:-: .,,;';;~~~::: [~~ i J, . I 0 ,32 X I 0 ~~~~;-~......,...... ....""-~~ ~ ..,. '-- ~~ _ ,~4.~ - -- o "-,<>, -- Z <C' :J:iz I-w a:::; <C ::>: wu -"0 uo en ' ~~l -"I- en u.. -0 UJ>- ~t:: a:-' u..< ~a :J:Uj I-:J: ZI- ;:0 zl- UJ w, ~ 15' uen 0- ot:: UJUj :J:U 1-- \!:b z wen u- -:J: bI- Z r o o o o .. o .....................,.... FA. "IZII ........ ........11II.- RECORD Of BID DOCUMENTS =BRUCE LAURIE """" 168 ..... Am'I'""'d...r"S~ too OcllPClll'[;] """lOlIbI_r ~ P,ojOO1 OA K BA Y ROAD Nan. :"~0C1 fRn812 I DATE FIRM NAME. ADDRESS NAME OF INDIVIDUAL RECIPIENT FEE DR DEPOSIT DOCUMENTS ADDENDA IliSUED IliSUEO , OF RECIPIENT TELEPHONE NO, OF FIRM ~ I: DATE DATE ND, . 2 2 4 & .... _of Firm' Sir.' Add...., IIncl_ "'M CodMI AMOUNT a AEC'D AET'O IETI SET NUMIIERI I 7 . , 10 LAKESIDE INDUSTRIES I I~;(J x x 8-8-90, 728 S PEABODY 25.~0 1 PORT ANGELES. WA 98362 I x 8/131\\0\-0 1 ACE PAVING I ~~ ,ql) x x -, <- 8-8-90 PO BOX 4100 .J A l--J lj. -I Cj Lj- zev 25 ,~O x 2' BREMERTON. WA 98312 8/14 \ \- 2 _ 8-9-90 DELHUR INDUSTRIES INC 25100 x 8/10 ~8' 1 3 x x ~ngTB~~~~n~ j,l^ no.,~" 8-9-90 VALLEY PLAN CENTER 25100 C;:o x x ~~~~ \~EN~~~;?AVE SUITE 4 852 lOgo I 1 4 SETON CONSTRUCTION I ry I 8-13-90 ~~~~ DISCOVERY ,R.~ ^M~O 11\"n In/1~ ~ \ " .v- SIGNAL ELECTR~C, INC, (L.~ I 1( B/13/90 9012 SWA2~~~h St, l q KENT 1':11 25. 0 n 11 ':I \ \- I; I ~.., " " , Olymic Electi'if'c, Inc. ,~ \ ,0.::'. 'x x I.- /13/90 '~230 Tumwater 25. 0 n/1~ \,.D 7 PETERSEN'" BRofHF.R~t~~, ~e) ,0..) v e~08 E. Valley Hwy 8-14-90 Sumner WA 9839n .,,, In n" ,\' 0 0 I 0 eft' ..... HOWARD LIGHTING I ~"~ ,C\O v v P,Q. Rox 80585 . 8-14-90 Seattle. \~A 98108 . I \ I"~ ;1 n : :,. , .....,121 ~, co _.-,-"'''C 10 ,~.;.-- JJUll" o ,.:1 -J 32 X I 0 . . ,~.- III .,._~,~--- .~ ~- ;~ 0'::) H -4 __ -~ ~ H,,ih ~.- l-= -- .Hdld.1llI 1_ , "' " "' ".. '. . _' ) ... ~,"., ~ _', \ .... ",' ( , , ~ I " " . ',. "'. .' , .\' ; ",. c - Z <C . :J:I- 1-t5 0:: ::;, ~Bi -"0 Uo ffi~i -" 1-' enu.. -0 ~?: ;2::; u..<C ~s :J:w I-:J: ZI- ;:0 zl- ww ~ 15\ Uen 0- o!:: ww; :J:u 1-- \!:b z w(/J u- i= ~, 0' z r I , o o o o .. o ...... .~.---- ..... WI -......... .............. RECORD OF BID DOCUMENTS P,ojcet Nlmo OAK BAY ROAP Project CRO 812 No. ~ BRUCE LAURIE Am" nq'dpe,_' 25, 00 ... OdlpclOl.[j ::- 168 YES --....-,- DATE FIRM NAME. ADDRESS NAME OF INDIVIDUAL RECIPIENT FEE OR DEPOSIT DOCUMENTS ADDENDA liSUED ISSUED . OF RECIPIENT TELEPHONE NO, OF PlRM ~ ~ DATE DATE NO, , 2 3 4 . jUgal _ 0' Firm' SUIO, _..al lIncludl AlII CacIoII AMOUNT SET NUMBERS REC'O RET'D SETS . 1 I . e '0 HOWARD LIGHTING SALES I X X PO BOX 80585 I 8-16-90 SEATTLE. WA 98108 763-2573 35,~0 /16 1 #10 I ( I I I .. I I I I I I I I I " .... I . I _., ......1.. o , :.' ..: ,~""lal (~-;--- -.-...... .o1,(~ 32 X I 0 t.: -~ 10 - ~_' ,r" ;;,:.\ ..a..~:dulli1i "L..:.'t;(l" 'j:J -- Z <C ' :J:I- 1-t5 0:::; <C::) Wu -"0 uo en Ul: ~h\ -"I- enu.. -0 W> ~t: a:...J u..<C ~S :J:w I-:J: Zl- ;:0 zl- wW ::; :;), ::) 0' Ucn 0- ot: Ww :J:u 1-- \!:b z wc/) u- -:J: bI- Z ;1" o o .' .~. ,I,' ~'~, .,~t.~..," " I,~~ o o .. ( ..-. .,-g mSUBCONTRAClOR o AGENT ,. I I 'A ," . .~ -;j :j '1 :4- :! ]' i J j I i 1 I ! I \ I I o o W.llhlngton atm. Dep.rtrnent of Tran.portatJon REQUEST TO SUBLET WORK (=-~.~~ .'''..------ [ A~ - 0 (I:~ "'/ .10 32 X 10 ".-./ Al.l2l!lll _L"":':';:= ~-~~ =rl~ 11 L J~~'''~'"''-- "'~ilumUJ.<llIlIJ ~~ -.... ....ll ~LI...LI.. .1'-- --- " .. -- PnIME CONTRACTOR Ace Paving Co., Inc. AOOIlESS P.O. Box 4100 FEDERAL EMPlOYER 1.0. NO. . STATE CONTRACT NO. 91 0869307 FEDERAl.AlD PROJECT NO. CITY Bremerton, WA 98312 JOB DESCRIPTION (Tille) Oak Bay Road CRP No. 569908 STATE ZIP SIGN ROUTE REOUEST NO. COUNTY Jeffe APPROVAL" REQUEaTED TO aU.LET THE. FOLLOWING DOCRIBED WORK TOI FEDERAL EMPLOY R 1.0. NO. 5UOCONTRACTOR OR AGENT Peterson Bros. AOQRESS 2008 E. Valle H , Sumner, WA 98390 aTY STATE TELEPHONE NO, ZIP 86 -8 ESTIMATED STARTING DATE -u no Federal mployor 10 No., usa owner. Social SecUflly No. ITEM NO. PAATtI\L WORK TO .. aUaLET ITEM DESCRIPTION AMOUNT 32 33 34 35 36 37 Beam Guardrail Type 1 Beam Guardrail Type 1 , 11 ft, Posts Beam Guardrail Type 1 Anchor Beam Guardrail Type 2 Anchor Treated Timber Posts, 8 ft. 2 x 12" Treated Timbers 10,850.00 10,683.75 1,875.00 1,080.00 3,160.00 6,420.00 34,068.75 , undtl"'lJnd.nd WI' inlllJfIJ Ihll' thfIlIlJbcon'rac'o, w/lICOfrlP!Yfully WIth lhe pl.,. tmd r;p<<:1'~.'IOIlII untlt" whch 'hrll worll' . boinQ (WrlOmlod THII ARIA FOIl DePART". P(I1C(;Nf or TOTAL CON11tACr THIS REOUEST 13% nEMAnKS: " Dl3e ;<./0 .,.. i2a:>l c.n 12.C:::."") 0 " 8% " PnI:VlOUS flEOU(;'9TS SUOl[f TO DAlE nr.COMMUjOCD rOA ^''f'l10VAL rI10J[CT' ~ ~ ENGINEE" DATE c1')b DOl' r:;,~~ OlsmrnunoN Wh'". Olllflel At'Ik . '1rojoc:l Englnoot Can.ry . lIoAdqUl"O,. Ooldltnmd . ContractGt IUPnl.DlI ".VIOUI IDlYlOII. . ' . . ~ \" . ~.' ,. " '."' ,'1. ~ '. .. . ,'" _' , " .'.'....", ,", ~', I '~' " .,.'. ", ~ - Z <C ' :J:I- 1-t5 ~~; Wu -"0 Uo (J)W: ~ ~~ enu.. -0 W> ::;1- ~:J u..<C ~S :J:w I-:J: ZI- ;:0 zl- ~~, ::) 0' Uen 0- o!:: Ww :J:u ~i= _0 z wen U- i= :J:, 0.... Z r o o . o o .. ( ( &U8CONTRACrOR o AGENT ~ ::7: _Ihlngton S_. y" Depllrtment of Trenoportootlon REQUEST TO SUBLET WORK PRIME CONTRACTOR Ace Paving Co., Inc. ADORESS P.O. Box 4100 DTY Bremerton, WA 98312 JOe DESCRIPTION (Tille) Oak Bay Road C.R.P. No. 569908 FEDERAL EMPLOYER 1.0. NO. - 91 0869307 STATE CONTRACT NO. FEDERAL.AID PROJECT NO, STATE ZIP SIGN ROUTE REOUEST NO. 2 COUNTY efferson APPROVAL" REQUE_TED TO aU1IL1T THE FOLLOWING DESCRIBED WORK TOr SUBCONTRACTOR OR AGENT FEDERAL EMPLOYER 1.0. NO, . Signal Electric CO. AOOOESS TELEPHONE NO. 9012 So. 208th Street DTY Kent, WA 98031 STATE ES11MATEOSTARTlNG DATE ZIP -II no '81 mplOyor I No., use owner'.Socil.1 Security No. ITEM NO. PARTIAL WORK TO .. aU.LET ITEM DESCRIPTION AMOUNT 48 Illumination System 24,875.00 , unddrw8lld.nd Wf/l "'.um Ih", ttIlJ 'lJDeonfraclOl' MIl comply flJl~ Mlh IfuI pl." and SpoCIIIC,,1IOn. UndD' ~iCh Ihia '"''*' .. boltlQ fJGrfcmnnd 'HI. ARO FOR DUAR'''. OIlOt o WIlE "(IlCeN' or 'O,^L CONlIlACi InO(o nr.MNlKS: 11Ua m:oul!sr .. f'Or:V1OUS I1EOUCSTS B% .. SunU:T TO DATt ILl % .. NGINEEn DATE /0 '?t:J DOT r:~~ OtSff1IOU110fl Wh~o. Diil,lel rink . ~ fngNtf Carmy. H..dqUlI1orl tWdonrnd . Conl'Ic.~ .UP......H. "'.VIOU. IID1YION. ~ j t 1 ;1 ~ j J t 1 I j I I I I I I 1 I ; c~~_~ : UlIlU. Q (;I~ ,.Tc'." '.' ........,..'.. . .' "I 0 -,' ,:., ,.' ',' " . ..,... .' '. . .,..~. . .. " idl,JU:ll"~~ to; rl.:W-~_ . r ~, I o o I I 32XI~ .... .'.. . ,",[', . " '\'1 ," '" '." j '.1 , L,. - Z <C" :J:I- 1-t5 ~~, Wu' -"0 Uo en W"I ff3:J: -"I- enu.. -0 ~?: ~::; u..<C ~s :J:w I-:J: ZI- ;:0 zl- WW, ~ 15\ Uen 0- o!:: Ww :J:u ~i3 Z wen u- i= ~, o Z ,r o o - IR -1I1lIi . .. .11I. 11I_ ~ J~ .. III Ii ... lill! II . II ~ II. 1111:.111I BIIII-II. _ -.11 IIj ;y. I. i ;-F-.Im _.=_...Ii.::. .. '.... .... III Ii II ME IllI .. IiIII III II II . IIllI .. .. .. .. .:~: II PI . i \ 1 1 ~ i '!. it ;1 -~ i t I i j I I I ! \ I o o . -. - IlIi . .Il D .. ..... . .. -.-.'.. .. - . o o .. ( ( ~ "AlIi' REQUEST TO SUBLET WORK 1Sil. SUBCONTRAC ron o AGENT _shlngton State o.....rtment 01 Transportation PRIME CONTRACTOR FEDfRAL EMPLOYER 1,0. NO. . STATE CONmACT NO. Ace Pavin Co. I ADOOESS P.O. B X CiTY FEDERAL-AIO PROJECT NO. SIGN ROUTE REOUEST NO STATE ZIP B JOe DESCRIPTION (Tillo) Oak Bay Road CRP No. 569908 APPROVAL is AEQUEIITED TO aUBLET THZ FOLLOWING DUCAI.ED WORK TOz FEDERAL MPLOYER 1.0. NO. COUN'N SUOCONTRACTOR OR AGENT Apply-A-Line AOOI1ESS 106 Franta e TELEPHONE NO. Road No. CITY Pacific, WA 98047 STATE ZIP -II no Fedoral Employor 10 No., use ownets Social Scx:urilV No. ITEM NO. PARTIAL WORK TO .. aU.LET ITEM DESCRIPTION AMOUNT 5 31 39 40 41 42 43 44 45 68 Removing Temporary Striping Asphalt Cone. Curb Special Paint Stripe Special Painted Gore Stripe Plastic Stop Bar Plastic Traffic Arrow Special Pavement Marking Raised Pavement Marker Type 1 Raised Pavement Marker Type 2 Plastic Drainage Markings 450.00 1,804.80 2,350.00 62.00 717.60 147.00 105.00 193.60 131.60 72.00 6,033.60 , undt1,.,/lmd .nd WlI Ift.urn Ih.' IhtJ .ljt>Co",,,,ct.,, l41I1 comPf)'lul", Wlfh 'ho pi"", .00 5f'<<,/calion. undo, whch Ihl' l\'OrfI' III bclt'lQ P#I"ormod 90 THII ARIA FOR alPAllfUI rHICf:NT OF TOTAL CON1l1^CT I,y 0(0 Uf.MNlI<S: OilS R(QUeST .. pm:V1ous nEDUOnS /Y.,O'ro " GUllter TO DATE 15.lf% " flAIr. I ~ ~/) DOT f,~~~~ D1STRlllUT10N Whllo. OIaUlt1 Ank . IltojDfol r.nglnMW eMl'''' . I toldr1uo,IOrl Goldenrod . CQrifKlot IUPIII..al. "'.VIOUI .DI'IOI , - Z <C' :J:I- 1-t5 a: ::;, <::) wu -"0 Uo ~~\ -"I- enu.. ;:;:;0 ::;?: <C- a:-" u..<C ~S :J:w I-:J: ZI- ;:0 zl- UJ w ~ 15. uen 0- o!:: UJw :J:u 1-- \!:b Z wen u- i= ~, o Z r o o ~1:. (~._~- ~-~, r o o .. r r [ [ [ I: [ [ [ [ [ l l L [ , J . [ [ r JEFFERSON COUNTY SPECIFIcATIONS AND CONTRACT DOCUMENTS FOR OAK BAY ROAD COUNTY ROAD HO. 569908 COUNTY ROAD NO. 514009 COUNTY ROAD NO. 510009 COUNTY ROAD HO. 510109 COUNTY ROAD HO. 503609 COUNTY ROAD PROJECT HO. CR0812 NOTJ:CE TO PLAN HOLDER: The office to administer this contract is the Jefferson County Department of Public Works, P.O. Box 1220 Port Townsend, WA 98368 Telephone: (206) 385-9160 ... ...,~-- :'- - -____I_IIIIl1ILt.tl.. , ',...O(~ ,i ~:... ,~~. ~~==.::.;;:;.: t?I'~II!:~~ 2-:" :: ,)l ;~ '.II 'j{ ;~~~ ',\; ~;p ~4 :$ .~ .~ :1 ..s .,. ,~ '~. .l~ '. ':cr ;~ )! ,il ;11 ~,i#. (~ ...,ii. 'fl ;!I ;~ "I .'....' ,\ ~, I o o '>1 ~ ('. 10 32 X I 0 ~;"~:;;.:.;.:..:..;,..;u::-.JM""~~ ~..... ~ - - Z <C ' :J:I- 1-t5 a: ;::, <C ::), Wu' -"0 Uo (/)Wi ~~I en LL -0, W ' ::;?: ~::; u..<C ~S :J:W I-:J: ZI- ;:0 Z 1-, WW1 ~ 15'\ Uen 0- o!:: Ww :J:u 1-- \!:b Z wen u- i= ~! o ~, Z ,r'.. o o o o .. NOTICE TO CONTRACTORS CALL FOR BIDS C.R.P. 812 { I I I. I. I Notice is hereby given that the Board of County Commissioners of Jefferson county, state of WaShington, will receive sealed bids up until the hour of 10:30A.M. , Monday, August 20, 1990 at the office of the county commissioners, Courthouse, Port Townsend, Washington, 98368, and will be then and there opened and read publicly after that date and time for construction of improvements to 1.41 miles of Oak Bay Road, County Road No. 569908, from M.P. 8.20 to 9.61, 0.19 miles of Swansonville 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 0.10, 0.10 miles of Osprey Ridge Road, County Road No. 510109, from M.P. 0.00 to 0.10, and 0.19 miles of Paradise Bay Road, County Road No. 503609, from M.P. 0.00 to,0.19, in Jefferson County, by grading, draining, sanitary sewer installation, minor widening of shoulders, paving and overlaying, provide left turn channelization and illumination at the Oak Bay-Paradise Bay-Osprey Ridge Roads' intersection, and various other work as described in the contract documents. Major items of work include, Clearing and GrUbbing, Removing Asphalt Concrete Pavement, Roadway Excavation, Embankment Compaction, Water, Gravel Base, Crushed Surfacing Top course, Installing Culvert Pipe in various Diameters, Installing Sanitary Sewer Pipe, Asphalt Concrete Pavement Class B, (Wearing), Asphalt Concrete Pavement for Preleveling Class B, Installing Guard Rail, Paint Stripe, Traffic Control Labor, Illumination system, seeding and fertilizing. Bids shall be submitted in accordance with the plans and specifications on file at the office of the' Director of Public Works, Courthouse, Port Townsend, WaShington, where copies may be obtained by depositing $25.00. The deposit will be refunded if the plans and specifications are returned in good condition within 10 days of bid opening. Each bid shall be accompanied by a surety bond, postal money order, cash, cashiers check or certified check payable to the Treasurer of Jefferson County in the sum of 5' of the bid amount, to be forfeited to Jefferson county by the successful bidder if he fails to enter into a contract and file an acceptable surety bond in the amount of 100' of the contract price within ten (10) days of the award. The board of county Commissioners reserves the right to reject any and all bids, and to accept the bid deemed most advantageous to Jefferson County and to waive all informalities in the bidding. Dated this --6..t1L. day of AUGUST; 1990. BOARD OF JEFFERSON COUNTY COMMISSIONERS -~row~c~ 'c= ~, .0' ......,..,- - - .. ~D " t~).."",lo --J~i'1IL~__1~'~~'.J.~~ ",?'."1\.r~~.c"';," " e.., },.\. ~ ',- ''','''''.. (',' ~ .' """ .' '. ,- -,. .. .,....',.. .".' , .' .' '. .' .' '-. .'.' , ;: :";/:(1:!?,i'i';'~i:,i,~'\:'\ i ,'..,.;.' -: ," " '. : .' ',',,' _j',-' "~;. 't:'':;:~~~'~L~'{'':~ [ 1 J_ JA'_ '.IM...;a.' ..... ~ --' ~~ - ..... I o o 32>< 10 1iIIl111i1l11111l111l["".'~~ 'liIIIt'!IIi .....,..,..- Z <C . ;]:1- 1-t5 ~~. Wu -'0 ~o ffl~1 -" 1-' enu.. -0 w> ::;1- <C- a:-" u..<C ~S :J:w I-:J: Zl- ;:0 zl- ww ~15 Uen 0- o!:: Ww :J:u 1-- \!:b z wen u- -:J: bI- Z r o o INTRODUCTION SECTION 1-01, SECTION 1-03, SECTION 1-04, SECTION 1-05, SECTION 1-07, SECTION 1-08, SECTION 1-09, SECTION 2-01, SECTION 2-03, SECTION 2-09, SECTION 3-01, SECTION 3-03, SECTION 5-04, SECTION 5-05, SECTION 6-02, SECTION 6-04, SECTION 7-01, SECTION 7-02, SECTION 7-05, SECTION 7-17, SECTION 8-08, SECTION 8-09, SECTION 8-11, SECTION 8-20, SECTION 8-2l, SECTION 8-22, SECTION 9-01, SECTION 9-02, SECTION 9-03, SECTION 9-04, SECTION 9-05, SECTION 9-07, SECTION 9-20, SECTION 9-21, SECTION 9-22, SECTION 9-23, SECTION 9-26, SECTION 9-28, SECTION 9-29, o o .. TABLE OF CONTENTS AMENDMENTS TO THE STANDARD SPECIFICATIONS DEFINITIONS AND TERMS . AWARD AND EXECUTION OF CONTRACT SCOPE OF THE WORK . . . . CONTROL OF WORK. . LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC. .. .. . PROSECUTION AND PROGRESS . . MEASUREMENT AND PAYMENT . . . CLEARING, GRUBBING, AND ROADSIDE CLEANUP ROADWAY EXCAVATION AND EMBANKMENT STRUCTURE EXCAVATION. .. . PRODUCTION FROM QUARRY AND PIT SITES SITE RECLAMATION . . . . ASPHALT CONCRETE PAVEMENT CEMENT CONCRETE PAVEMENT CONCRETE STRUCTURES TIMBER STRUCTURES . . . DRAINS . . . . , CULVERTS . , . . . MANHOLES, GRATE INLETS, DROP INLETS, AND CATCH BASINS ... . . . . . SANITARY SEWERS PLASTIC TRAFFIC BUTTONS LANE MARKERS ., .. GUARDRAIL . . . . . ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL PERMANENT SIGNING PAVEMENT MARKING PORTLAND CEMENT BITUMINOUS MATERIALS AGGREGATES . . . . . . . JOINT AND CRACK SEALING MATERIALS DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS REINFORCING STEEL PLASTIC TRAFFIC BUTTONS LANE MARKERS ..... MONUMENT CASES . . . . CONCRETE CURING MATERIALS AND ADMIXTURES EPOXY RESINS ..... . SIGNING MATERIALS AND FABRICATION ILLUMINATION, SIGNALS, ELECTRICAL . .. .. SPECIAL PROVISIONS PREQUALIFICATION OF BIDDERS DATE OF OPENING BIDS ... DESCRIPTION OF WORK _..-~...--~,,~..- o o L :~ :l ~. ~ . 101 . . 101 . . 101 1 1 2 3 4 4 11 12 16 16 18 19 20 21 22 24 73 73 73 74 75 76 76 78 79 79 80 81 81 81 86 86 92 92 93 96 96 97 98 99 i I i I ~ . 1 1 1 l I . j 1 I j 1 'J I \1 .~ ;'( .1 i'~ ,,' j ':j1 ( fl. 'j :1 ]' ~ ,1 1" 10 ~ - I o o 32 X I 0 CLASSES OF CONCRETE ........ OTHER CONTRACTS OR.OTHER WORK PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL RESOURCES; STATE SALES TAX ......... WILDLIFE AND FISHERIES REGULATIONS WAGE RATE FORMS ...... UTILITIES ......... PUBLIC CONVENIENCE AND SAFETY SIGNING OF NO PASSING ZONES CONSTRUCTION SIGNING APPROVAL OF SHOP DRAWINGS FOR ILLUMINATION AND SIGNALS TIME FOR COMPLETION CLEARING AND GRUBBING .. . . . . . . REMOVING ASPHALT CURB .. . . . . . . . REMOVING ASPHALT CONCRETE PAVEMENT PAVEMENT REPAIR EXCAVATION INCLUDING HAUL DISPOSAL OF SURPLUS MATERIAL SPECIAL PAVED DITCH . . . . . . . . . MEASUREMENT OF ROADWAY EXCAVATION AND EMBANKMENT SOURCE OF MATERIALS . . . . . HAULING ON OTHER THAN STATE HIGHWAYS SITE RECLAMATION . . . .. .... SHOULDER RECONSTRUCTION .. .... SHOULDER FINISHING . . ., .... ASPHALT CONCRETE FOR PAVEMENT REPAIR, CLASS B ASPHALT CONCRETE PAVEMENT FOR APPROACHES SURFACE SMOOTHNESS FOR ASPHALT CONCRETE PAVEMENT FEATHERING ASPHALT CONCRETE PAVEMENT GROUT ...... OIL/WATER SEPARATOR ADJUST VALVE BOX . SANITARY SEWERS . . EROSION CONTROL . .. BEAM GUARDRAIL TYPE 1 LONG POST LIGHT LOOSE RIPRAP ..... MAILBOX SUPPORT .. ..... ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL STOCKPILE SITE FOR REMOVED SIGNS SPECIAL PAVEMENT MARKING PAVEMENT MARKING CONSTRUCTION GEOTEXTILE . . . . . STANDARD PLANS ... . . . . . . WAGE RATES . . . . . . . . . . CONTRACT (informational) . . . CONTRACT BOND (informational). PROPOSAL (informational) .'. . - o -- o .. TABLE OF CONTENTS (cont.) Z <C. :I:I- I-m ~~. Wu -'0 ua en . fJJWi w:I:J -'I- enu. -0 w> :;1- ~::; u.<C !!la :I:w 1-:1: ZI- j:o zl- wWI ~ ~, Ucn 0- a!::: ~~: 1-- !:!:b z W(/) u- t= ~I o Z ! \ 1 .,. o o I I [ I C=-;"..........---" - :G(it) ..1iMll1__'~~ . c .... L...d1_ .1L- , - IlIJIII__.II1l ~...M 101 102 102 102 102 103 103 104 105 105 105 106 106 106 107 107 108 108 109 110 110 . . . . 110 111 . 112 112 113 113 113 114 114 115 116 116 117 118 118 118 121 . 121 . 121 . . . 123 134 .137 .159 .160 . .161 ~ , I ;:,-:,.. " ..., '.' .1':,.. I 0 ~~~ =r~~~~._~ I o o 32 X I 0 ~i"'~J ~'Jl&.Wllid.lIBtid.. -- 2 <C. :x:1- I-m O:;:E <C ::)' Wu -'0 Uo en ' en WI ~~i enu. -0 ~~ <C- 0:-' u.<C !!la :I:W I-:x: 21- j:O Zl- WW) ~~\ Uen 0- o!::: Ww :X:u I- .- !:!:b 2 Wen u- i=~ o 2 ,r o o ... I I r r I [ I I [ L L I ! ! [ (~-;_.".._.- 16lIUl.......---... o o .. '\ :-.:..,-.ffJ.-" ~~'--'lr."..r. ,-. '....~,. '~':"";"oi ',' \.;irtfr.l~-'- r-t~ R~,-" ./-..'y':" ~') JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS '820 Jefferson Street P.Q, Box 1220 pon Townsend. WA 98368 (206) 385-9160 Gsry A. Rowe. P.E., Director Rober' G. Nesbitt. P.E., County Engineer August 9, 1990 ATTENTXON: ALL BIDDERS AND PL~ HOLDERS OAK BAY ROAD County Road No. 569908 Project No. CR0812 ADDENDUM NO.1 You are hereby notified that the following Special Provisions are revised as shown or noted: DATE OF OPENXNG BXDS Sealed bids will be received at the fOllowing location before the specified time: 1. At the Office of the Board of Jefferson Countv Commissioners. Jefferson Countv Courthouse. 1B20 Jefferson street. P.O. Box 1220. Port Townsend. Por.t Townsend. Washinaton 98368. until 10:30 A.M. of the bid openina date. The bid opening date for this project shall be Auaust 20. 1990. The bids will be publicly opened and read after 10:30 A.M. on this date. SHOULDER RECONSTRUCTXON The third paragraph " construction Requirements " and the seventh paragraph " Measurement " contain dimensions of treated timber posts that are in error. The dimensions are 6 in. x 8 in. x 8 Lt., NOT 6 in. x B in. x 8 in., as originally shown in this special Provision. All bidders are required to furnish the County with evidence of the of the receipt of this addendum. This addendum will be incorporated in and made apart of the contract when awarded and when formally executed. ./t' & Robert G. Nesbitt, P.E. bY:~ ~ County Engineer Bruce urie Project Coordinator NOTEI The plans and specifications does not have this addendum incorporated in them. Acknowledgement of receipt of each addendum is required on the BID PROPOSAL. '00'. Recycl.d PIp., ~ - -'-Ci):S.~ ........i"r :.'< < ~l1I\It~,. ~~~1r~~ 'j"n " , ~-..~~ I .....-----""- IIliI ...;.,:....-- __lI.t..l::::I.1t..IlIllI. ';j: .~ :n ~ J 4 'j j ! 1 I ~ l 1 j , 1 ,\ .~ ,~ 1 1 ,3 .:i :j 1 1j I I'D 1r'~"lI~.JlIJ:,.... -, - I o o 32 X 10 ,- Z <C. :I:I- I-m O:;:E <C ::): Wu -'0 Uo (f) , ff3 ~1 -'I- (f)u. -0 UJ> :;1- ~::; u.< !!la :X:w I-:I: ZI- j:o zl- ww :; ::): ::)0' Uen 0- o!::: UJw :I:u 1-- ~b Z wen u- i= :I: , 0...' Z .r o o ...d1 ~ _;",!"'1""',",,",,"1- l 0 o o .. \ '\ ~~",~fJ).. "; ~, ,}.~,.<<.:,~I ~~~.)~.. 'f-'i~:)7~:. ,:! \~t-'" JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 1 B20 Jefferson Street P.O. Box 1220 Pan Townsend, WA 9B368 (206) 385-9160 Gary A. Rowe, P.E., Director Rober' G. Nesbitt, P.E., County Engineer August 10, 1990 ATTENTION: ALL BIDDERS AND PLAN HOLDERS OAK BAY ROAD County Road No. 569908 Project No. CR0812 ADDENDUM NO.2 Enclosed is a revised Proposal. This Revised Proposal is required to be used for bidding in lieu of the original Proposal. The original Proposal contains the following errors: Item No. 32, Beam Guardrail Type 1 - 8 ft. long post, the quantity is ~ L.F., not 700 L.F., Item No. 33, Beam Guardrail Type 1 - 11 ft. long post, the quantity is 2QQ L.F., not 555 L.F. Item No. 34, Beam Guardrail Anchor Type 1 - the quantity is 2 each, not 5 each. Additionally, the Plan Sheets 6, 10, and 20 of 25, the Summary of Quantities, the Quantity Tabulation, and Paving, Channelization and Signing Plan respectively contain the follow~ng errors: 1. Sheet 6 of 25 - Summary of Quantities contain the same errors as on the Original Proposal and upon this notification is regarded as reading the same as the Revised proposal. Sheet 10 of 25 - Quantity TabUlation, the Beam Guardrail Type 1, 8 ft. long post to be placed as shown on Sheet 20 of 25 from R/W Station 469+50 to 473+50 left, is not reflected in the Quantity Tabulation making it in error by not including the 400 L.F. of guardrail and 2 additional Beam Guardrail Anchors, Type 1. These Quantities are reflected in the Revised Proposal. 2. Page 1 of 2 100'10 Aocyclnd Popor m.._. G~ U...dJJ:: ________----~---'!II_..I1IioIlI\.tW , . --IJIfaA_II_- "",~""",""'~_. ,r (*.. L ~lWI' .. ~- -~ 10 .;.....;..;..,;.~.-'Illbd:I~ I o o 32 X I 0 IlIfII ....lUIlIlSl&l I I I I I I (7 "'O-"'-('.'~- . '.2 P" -- Z <C. :I:I- I-m ~ :;1 wB -' 0' Uo en wI' ffi:I: -' 1-' enu. ;;:;0, :;~ ~::; u.<C !!la :I:w I-:x: ZI- j:o Z 1-, w w' ~~.l Uen 0- o!:::, Wwl :t u! 1-- !:!:b: Z ~!!l i= i:;1 o " Z o o " ..-.- o o .. [ [ [ [, [ [ L L L l. [ 3. Sheet 20 of 25 - Paving, Channelization and Signing does not show the 155 L.F., from R/W Station 477+40 to 478+85 left, of the Beam Guardrail Type 1, 8 ft. long post, shown on Sheet 10 of 25, Quantity Tabulation. The quantity is reflected in the Revised Proposal. Due to the time for Bid opening, these Plan Sheets will not be revised at this time, but are considered revised by Jefferson County for bidding purposes by this Addendum. All bidders are required to furnish the County 'with evidence of the receipt of this addendum. This addendum will be incorporated in and made apart of the contract when awarded and when formally ::::e:: Ne.b1tt, P.E. by~ --L' . county Engineer ~ Project Coordinator NOTE: Acknowledgement of receipt of each addendum is required on the BID PROPOSAL. Page 2 of 2 :";7;r,~I\1ir.t:"':'~':W'!'?~~!'.';; ~"",t}\'.~'~Y/:::: ::';~Ii,: ,'i; ',: :";':,',: \;'~\", ". '\ ''';''''1'1''',-'' :';":"< .",';.1.' <,' (;,) . "" ~""J);~i'_i: - : :~'I ~;, ..,,/, i'"::: ,10 .._~ I J I o o 32 X '10 ~~'~"~,'.i";;,j 'lIftJjt;lJ~;:';;'~"'."''''~ ';:'''f'~':ii.;,Nll;/jOi.:':iI't Z <C . :I:I- I-m O:;:E <C::J Wu -'0 ~Cl en wI W :I: , -'I- enu. -0 w> ;:EI- <C- 0:-' u.<C !!la :X:w I-:I: Zl- j:O ZI- W w :!:::J ::JO' Uen 0- O!::: Ww :X:u 1-- !:!:b Z wen u- -:I: bI- Z .,. o o I I I I I ,. '~-'~"""_n,',"." ,,'. \.... () o .. I:NTRODUCTXON; The following Amendments and Special Provisions shall be used in conjunction with the 1988 Standard Specifications for Road, Bridge, and Municipal Construction adopted in January, 1988. AMENDMENTS TO THE STANDARD SPECI:FI:CATI:ONS The following Amendments to the Standard Specifications are made a part of this contract and supersede any conflicting provisions of the Standard Specifications. For informational purposes, the date following each Amendment title indicates the implementation date of the Amendment or the latest date of revision. Each Amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. SECTI:ON 1-01, DEFI:NI:TI:ONS AND TERMS April 9, 1990 1-01.2 Definitions The definition of Substructure is deleted and replaced by the following: The part of the structure below: 1. Simple and continuous span bearings, or 2. The bottom of the girder or bottom slab soffit, or 3. Arch skewbacks and construction joints at the top of vertical abutment members or rigid frame piers. Substructures include endwalls, wingwalls, barrier and railing attached to the wingwalls, and cantilever barriers and railings. The definition of Superstructure is deleted and replaced by the following: The part of the structure above: Simple.and continuous span bearings, or The bottom of the girder or bottom slab soffit, or Arch skewbacks and construction joints at the top of vertical abutment members or rigid frame piers. and extending: 1. 2. 3. 1. from the back of pavement seat to the back of pavement soat when the endwalls are attached to the superstructure, or 1 ,t"1I'1'1t:lM'mlr.'t~.....:b-. ()...~ o = --~-..- ~~).Ll ."". uu .-.'_ . I , , I I .I 1 1 I ,\ io 1M -- ~.-,-- ,...- I 1f . o o 32 X 10 M.a.tl.lilillll.J:I_ lIIlIIi!iIll J~'" ..- Z <C . :x:1- I-m 0::; <C::J LUU -'0 ~O en LU. LU :I:' -'I- enu. -0 LU> ::!;I- <C- 0:-' LL<C ~a :X:LU I-:x: 21- ;:0 Zl- LULU ::!;::J ::JO Uen 0- O!:: LULU :x:u 1-- ~b z wen u- -:x: bI- z ... o o -- - c ......... - o o .. 2. from the expansion joint at the end pier to the expansion joint at the other end pier when the endwalls are not attached to the superstructure. Superstructures include, but are not limited to, girders, slab, barrier and railing attached to the superstructure. Superstructures do not include endwalls, wingwalls, barrier and railing attached to the wingwalls, and cantilever barriers and railings unless supported by the superstructure. The definition of Workinq Drawinas is revised to read as follows: Shop drawings, shop plans, erection plans, falsework plans, framework plans, cofferdam, cribbing and shoring plans, bending diagrams for reinforcing steel or any other supplementary plans or similar data, including a schedule of submittal dates for working drawings where specified, which the Contractor must submit to the Engineer for approval. This section is supplemented with the following: Classes of Concrete The designations for the various classes of concrete listed in these Specifications shall be changed: From Current Desiqnation Class A and AX Class 0 and OX Class Band C Class LS To New Desiqnation Class 4000 Class 4000W Class 3000 Class 4000LS SECTZON 1-03, AWARD AND EXECUTION OF CONTRACT; May 1, 1989 1-03.3 Execution of Contract This section is revised to read: Within 20 calendar days after the award date, the successful bidder shall return the signed Department-prepared contract, an insurance certification as required by Section 1-07.18, and a satisfactory bond as required by law and section 1-03.4. Before execution of the contract by the Department, the successful bidder shall provide any pre-award information the Department may require under Section 1-02.15. Until the Department executes a contract, no proposal shall bind the State nor shall any work begin within the project limits or within state-furnished sites. The Con.tractor shall 2 .._-= ~.:J o ~- - ___ '.LL...L ~ltw..____ - - .JL - "l bd...l _....~-::J....... [] ____"'Ilo:L mlIl_.lJ I o o '';l ') X ~ r'"1 vii:. II ,_ ....a .I:>."-~Ia~ ~ i::,,&;Go~d,: Z <C. :I:I- I-m 0::; <C::J Wu -'0 ~a en LU, L.U~; -'I- enu. -0 W> ~!::: 0:-' u.<C !!la :I:LU I-:I: ZI- j:a zl- WW :;::J ::JO Uen 0- o!::: WLU :x:u 1-- !:!:b z wen u- -:x: bI- z ,.. o o f I f I r I I I I I I I t I , I l o o .. bear all risks for any work begun outside such areas and for any materials ordered before the contract is executed by the Department. The time to sign and return the contract and furnish the other documents may be extended for a maximum of 20 additional calendar days if requested by the bidder and the Department deems circumstances warrant an extension. 1-03.5 Failure To Execute Contract ThiE section is revised to read: Failure to return the insurance certification and bond with the signed contract as required in Section 1-03.3, or failure or refusal to sign the contract shall result in forfeiture of the proposal bond or deposit of this bidder. If this should occur, the Department may then award the contract to the second lowest responsible bidder. If the second lowest responsible bidder fails to return the required documents as stated above within the time provided after award, the contract may then be awarded successively in a like manner to the remaining lowest responsible bidders until the above requirements are met or the remaining proposals are rejected. SECTXON 1-04, SCOPE OF THE WORK September 12, 1988 Coordination of Contract Documents, Plans, special Provisions, specifications, and Addenda The four paragraphs of this subsection are revised to read: 1-04.2 The complete contract includes these pl1rts: The Contract Form, Proposal, Plans, Special Provisions, these Specifications, Addenda, and all supplemental documents. These parts complement each other in describing a complete work. Any requirement in one part binds as if stated in all parts. The Contractor shall provide any work or materiRls clearly implied in the description even if the contract does not mention it specifically. Any discrepancy in the parts of the contract shall be resolved by following this order of precedence (e.g. 1 takes precedence over 2, 3, 4, 5, 6, and 7; 2 takes precedence over 3, 4, 5, 6, and 7 and so forth): 1. 2. 3. 4. 5. Addenda Proposal special provisions Plans Amendments to Standard Specifioations o I o 3 o : I j O~..) _ L_ ~ I 0 32 X 10 -.....,--.tM..d:R:I.ld -.....M.... .l4.ML~'--"--~~~~-"'.;r-- ~""""';-~""'--''-''''''''-''''''-'' .m.. Il!.:&....-_ J&.UIII ~ 'U~ J I ., --I&. .~ .----.----.... :;~::l:,*rlm'l z 4; - :x:1- I-m 0::; <C::J Wu -'0 ~a en w~ w:I:1 -'I- (J)u. -0 w> ::EI- <C- 0:-' u.<C ~a :X:w I-:I: ZI- j:o zl- ww ;:E;:) ::JO Uen 0- O!::: Ww :x:u 1-- !:!:b z WI.fl u- i= :I: , ot- Z r o o o o .. 6. Standard Specifications 7. Standard Plans On the Plans, drawings, and Standard Plans, figured dimensions shall take precedence over scaled dimensions. In case of any ambiguity or dispute over interpreting the contract, the Engineer's decision will be final as provided in Section 1-05.1. SECTXON 1-05, CONTROL OF WORK; August 28, 1989 1-05.2 Authority of Assistants and Inspectors The first paragraph is supplemented with the following: The project Engineer will designate individuals as points~f contact for concrete testing and acceptance. 1-05.3 Plans and Working Drawings The fourth sentence of the third paragraph is revised to read: Unless otherwise stated in the contract, the Engineer will require up to 30 calendar days from the date the submittals are received until they are sent to the Contractor. 1-05.12 Final Acceptance The first sentence of the first paragraph is revised to read: The Contractor must perform all the obligations under the contract before final acceptance can occur except as provided in Section 1-09.9 for unilateral acceptance. 1-05.13 Superintendents, Labor, and Equipment of the Contractor The second paragraph is supplemented with the following: The Contractor shall designate individuals as points of contact for concrete testing and acceptance. Alternates shall be designated to ensure that direct contact is maintained during concrete placement. SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC; August 28, 1909 1-07.11(7)A Special 'Training provisions Item 3, Affirmative Action Recruitment Required, read: is revised to 4 ,J:......- ....~...'......___.......,......,~'....'..,....,,;~.,~-A- .. -- -- -- ..II!_J~lll1J_' .JllIllU U___~~..A-....__ -"_'" r' l. o 7" ) ~ o -'".l>.dlJlN.I::o.-.1:>.. I I I I I .1 10 - I o o 32 X I 0 - ~.tsI~ _"~LL",-- Lh..LI ~).C, Z <C - :x:1- 1-a5 0::; <C::J UJu -'0 ~o en W! w~1 -'I- enu. -0 w> ;:EI- <C- 0:-' u.<( en::J _0 :I:w I-:x: ZI- j:o zl- ww ;:E::J ::Ja Uen 0- o!::: Ww :I:u 1-- !:!:b z wen u- -:I: bI- Z ... o o I I ( .......~;;..,..~..~~,.w.... o o .. Affirmative Action Recruitment Required - This training commitment is not intended, and shall not be used, to discriminate against any applicant for training, whether a protected group individual or not. However, training and upgrading of minorities and women toward journeyman status is a primary objective of this Training Provision. Accordingly, the Contractor/subcontractor assigned training shall make every effort to enroll minority and women trainees to the extent such persons are available within a reasonable area of recruitment. More specifically, if a nonminority male trainee/apprentice is proposed for utilization toward meeting the training goal, approval may be granted if the contractor/Subcontractor proposing to utilize the trainee is otherwise in compliance with the contract. s Equal Employment opportunity and On-the-Job Training requirements and further provides documentation as to the efforts taken to fill the specific training position with either minorities or females; or, if not otherwise in compliance, furnishes evidence of his/her systematic and direct recruitment efforts in regard to the position in question and in promoting the enrollment and/or employment of minorities and females in the craft which the proposed trainee is to be trained. As a minimum, a contractor/Subcontractor who is not otherwise in compliance can substantiate their systematic and direct recruitment efforts by providing documentation as to the following: a. Written notification to minority and female recruitment sources and community organizations of available employment opportunities with the Contractor / Subcontractor and/ or enrollment opportunities with its unions; Records documenting the Contractor/Sub- contractor's efforts, and the outcome of those efforts, to employ minority and female applicants and/or refer them to unions; 3. b. c. Records reflecting the Contractor/Sub- contractor's efforts/participation in developing minority and female on-the-job training opportunities, including upgrading programs and apprenticeship; Written notices to unions and training programs disseminating the Contractor/SUbcontractor' s EEO policy and requesting their cooperation in achieving his/her EEO and OJT obligations. 5 d. _,.M.U.M~ - = 0.) --=- ~ .L b41.b111 I:I._WllIIlBlI1. 1"-- , j I I i , i I I I I I 10 ..~. I o o 32 X I [] -.............. ~ "'''o;'r:li-.l.:',;i:~~r~ Z <C" :I: I- I-tD O:;:E <C::J Wu -'0 ~O ~~I -'I- enu. -0 ~~ <C- 0:-' u.<C en::J _0 :I:w I-:x: Zl- ;::0 zl- ww :;::J ::Jo Uen 0- a!::: WLU :x:u 1-- !:!:b z wen u- -:x: bI- z ,.. o o l ( o o .. Systematic and direct recruitment efforts must be through public and private sources likely to yield minority and female trainees. Such documentation must be submitted in a timely manner. Contractor / Subcontractor's compliance with this section shall be made on a case-by-case basis. The Project Engineer's determination of a Contractor/Subcontractor's compliance with this section shall be administratively as provided in Section 1-05.1. 1-07.11(10)B Required Records and Retention This section is revised to read: All records must be retained for a period of three years following completion of the contract work and shall be available at reasonable times and places for inspection by authorized representatives of the state Department of Transportation, and on Federal-aid projects, the Federal Highway Administration. On Federal-aid contracts only, the Contractor/Subcontractor shall submit to the project Engineer an annual report for each month of July for the duration of the project. The report must indicate the number of minority, women, and nonminority group employees currently engaged in each work classification required by the contract work. This information is to be reported on Form PR 1391 by August 11. All Contractors/subcontractors having contracts of $10,000 or more that are state or Federally funded shall submit a copy of the Office of Federal Contract Compliance (OFCCP) form CC-257 to the Project Engineer by the fifth of the month during the term of the contract. Failure to submit the required. reports by their due dates may result in the withholding of progress estimate payments. 1-07.1B Public Liability and Property Damage Insurance The first paragraph is revised to read: The Contractor shall obtain and keep in force during th~ term of the contract, and until final acceptance, public liability and property damage insurance with companies, or through other sources, approved by the state Insurance Commissioner pursuant to RCW 48. Item No. 6 of the second paragraph is revised to read: 6. POLICY OR ENDORSEMENT PERIOD 6 -,. 0- :J . ~""'I7"""'V '--""-"114. .~ ~- o L. _..1 ~.. ..&..~' . '....Lbo....- J1 " I ! I I 10 -. .-...... "';'1!Ill1. I o o 1...A..._~i..a LLIIIIirIIIIaI 32 X ~ II o ~ o .. Z <C . :I:I- I-m O:;:E <C::J Wu -'0 Uo CJl ' en LU, w:I:l -'I- en u. -0 W> :;1- <C- 0:-' u.<C !!la :I:LU I-:x: ZI- j:O ZI- ww :; ::Ji ::JO' Uen 0- a!::: Ww :I:u 1-- !:!:b Z woo u- i=~ o Z This policy or endorsement applies only to occurrences happening on or after the effective date hereof and until 30 days following project completion. 1-07.23(1) Public Convenience and Safety The following is added after the fifth paragraph: The Contractor shall conduct all operations to minimize any drop-offs (abrupt changes in roadway elevation) left exposed to traffic during nonworking hours. Unless otherwise specified in the Traffic Control Plan, drop-offs left exposed to traffic during nonworking hours shall be protected as follows: 1. Drop-offs up to 0.20 foot, unless otherwise ordered by the Engineer, may remain exposed with appropriate warning signs alerting motorists of the condition. 2. Drop-offs more than 0.20 foot that are in the traveled way or auxiliary lane will not be allowed unless protected with appropriate warning signs and further protected as indicated in 3b or 3c below. 3. Drop-offs more than 0.20 foot, but no more than 0.50 foot that are not within the traveled way shall be protected with appropriate warning signs and further protected by having one of the following: a. A wedge of compacted stable material placed at a slope of 4:1 or flatter. b. Channelizing devices (Type I barricades, plastic safety drums, or other devices 36 inches or more in height) placed along the traffic side of the drop-off and a new edge of pavement stripes placed a minimum of 3 feet from the drop-off. The maximum spacing between the devices in feet shall be twice the posted speed in MPH. Pavement drop-off warning signs shall be placed in advance and throughout the drop-off treatment. Temporary concrete barrier or other approved barrier installed on the traffic side of the drop-off with 1 foot between the drop-off and the back of the barrier and a new edge of pavement stripe a minimum of 2 feet from the face of the barrier. An approved terminal, flare, or impact attenuator will be required at the r o c. o ~ 7 ".....,~....,-"..'"'.,.._......- l 0 ~::) "1 _-A r _~ .l1.IIIt.L : ~- ...... ....-__....-..c - --'"'''-IllIlil.IlIlI~ltl_UJ!l:l -iii 1U1MlU - --v- r " .&.- - .1>4-.......'__ 1 10 - I o o 32 X 10 ~....~ JIIIfi l;d1.,. !- ,:~t;x:i.l!a'..wni!o} Z <t . :x:1- I-m O:;:E <C::J Wu -'0 ~O ~~I -'I-- enu. -0 w>- ;:EI-- <C- 0:-' u.<C en::J _0 :I:w I-:x: ZI-- j:o zl- ww ;:E::J ::JO Uen a- ct: Ww :X:u 1-- !:!:b z wen u- i=~ o z ,. o o ..::!::I.. A l o - - o o .. beginning of the section. For night use, the barrier shall have standard delineation such as paint, reflective tape, lane markers, or warning lights. 4. Drop-offs more than 0.50 foot not within the traveled way or auxiliary lane shall be protected with appropriate warning signs and further protected as indicated in 3a, 3b, or 3c if all of the following conditions are met: a. The drop-off is less than 2 feet, b. The total length throughout the project is less than 1 mile, c. The drop-off does not remain for more than three working days, d. The drop-off is not present on any of the holidays listed in section 1-08.5, and e. The drop-off is only on one side of the roadway. Drop-offs more than 0.50 foot that are not within the traveled way or auxiliary lane and are not otherwise covered by No. above shall be protected with appropriate warning signs and further protected as indicated in 3a or 3c. 6. Open trenches within the traveled way or auxiliary lane shall have a steel-plate cover placed and anchored over them. A wedge of suitable material, if required, shall be placed for a smooth transition between the pavement and the steel plate. Warning signs shall be used to alert motorists of the presence of the steel plates. 5. 1-07.23(3) Flagging, Signs, and All Other Traffic Control Devices In the second paragraph under General, the following items are revised to read: Furnishing and maintaining barricades, flashers, and other channelization devices, unless a pay :I.tem is in the bid proposal for any specific device and the Special Provisions specify furnishing, maintaining, and payment in a different manner for that device; (c) Furnishing any necessary vehicle(s) to set up and remove (a) B :- ! I ( II !{ ~J__ . All i l_J1-...uN.J__ L~ ----= - o ,:) ...:i~aMlI. I o o I I I I 32 X D ~ ....Ll...Jb.-"*' '1b'IIo... ",,' r - o ~;Xi.:J.:\1i",f'~;j o .. the Class B construction signs and other traffic control devices; Z <C. :I:I- I-m O:;:E <C::J Wu -'0 ~o en w. w:I:! -'I- enu. -0 w>- ;:EI- <C- 0:-' u.<C en::J _0 :x:w I-:x: ZI- j:o zl- w w ;:E::J ::Jo' Uen 0- o!;: Ww :x:u 1-- !:!:b Z wen u- -:x: b~ Z The tenth paragraph is revised to read: Traffic Control Labor. The Contractor shall furnish all personnel for flagging and for the set up and removal of all temporary traffic control devices and construction signs necessary to control traffic during construction operations. Flaggers shall have a current certification (flagging card) from the state Department of Labor and Industries (WAC 296-155-305). Employees of the Contractor engaged in flagging or traffic control shall wear reflective vests and hard hats. The vests and hard hats shall be maintained by the Contractor in a neat, clean, and presentable condition. If requested by the contractor, the state will furnish the vests. Upon completion of the work, the Contractor shall return any state furnished equipment in good condition to the Engineer, or replace it in kind. The Contractor shall be charged for such equipment and the State will deduct the value from the Contractor's payment if it is lost or not returned in good condition. Any such apparel or equipment which is necessary or desirable to protect workers engaged in other activities will be the Contractor's responsibility. The eleventh paragraph is revised to read: When the bid proposal includes an item for "Traffic Control Labor," the work covered by this item shall be limited to the labor required for flagging and for set up and removal of the Class B construction signs and other temporary traffic control devices. The labor included to perform the work for "Maintenance and Protection of Traffic" is specifically excluded from this work. The hours eligible for "Traffic Control Labor" will be those hours actually used for flagging and for set up and removal of the Class B construction signs and other traffic control devices. o The following is added after the fifth sentence in the thirteenth paragraph: If it is necessary to add weight to the signs for stability, only a bag of sand that will rupture on impact shall be used. The bag of sand shall have a maximum weight of 40 pounds and shall be suspended no more than 1 foot from the ground. The first sentence of the fifteenth paragraph is revised to read: When the bid proposal includes an item for "Construction Signs Class A", the Class A construction signs may be used in more than one location, however, a sign will be :measured for payment for each installation, at anyone location, one time I o o r o 9 t.."......,;-~.'>,T";".~-_. : .) 10 32 X I 0 l. 0 0 L- Lti!I1l1Jl tI-L ~~ 1iIIIIIIlll1ll1I.L1 /WOlbd rMkblL- IlII - -~ -,.......-~.aI_U ~ LIlU1llIIJII.M EiIIIIJl!JIIIlim. IIl18Il .;..~~~?,;:o.; Z <C . :I:I- I-m O:;:E <C::J Wu --'0 ~o en W, W:r.l -'I- enu. -0 W> :;1- <C- 0:-' u.<C !!la :I:W I-:I: ZI- j:O ZI- w w ;:E::J ::JO Uen 0- O!::: Ww :I:U 1-- !:!:b Z wen u- -:x: bf- Z ... o o o o .. only. 1-07.23(5) Measurement and Payment for Traffic Control In the fifth paragraph and under the subtitle Measurement, Item No. 3 is revised to read: 3. Traffic control labor will be by the hour for each person flagging or setting up and removing Class B construction signs and temporary traffic control devices. The second paragraph of Item No.2 ("Contractor Piloted Traffic Control", per hour) under Pavment in the fifth paragraph is revised to read: The quantity to be paid at the unit contract price per hour for "Contractor Piloted Traffic Control" shall not exceed the quantity set forth in the bid proposal for that item. All costs for furnishing the pilot car(s), pilot car driver(s), and the appropriate pilot car sign(s) required for these construction operations authorized by the Engineer in excess of that shown in the bid proposal for "Contractor Piloted Traffic Control" will be paid under the item "Additional Contractor Piloted Traffic Control" which is included in the bid proposal. "Additional Contractor Piloted Traffic Control" will be paid at a rate established by using only that portion (la, 1b, 1c, and 1d) of Section 1-09.6 for Labor and (3) Equipment. No other part of Section 1-09.6 will apply. Payment for the pilot car(s) will be made at the rate for a 4 x 2 conventional one-half ton pickup. The labor classification for "Additional Contractor Piloted Traffic Control" shall be the same as was customarily paid by the Contractor to labor before the quantity exceeded the amount set forth in the bid proposal for "Contractor Piloted Traffic Control". For the purpose of providing a cOlllIl1on proposal for all bidders, and for that purpose only, the state has entered an amount for the item "Additional Contractor Piloted Traffic Control" in the bid proposal to become a part of the total bid by the Contractor. In the first paragraph of Item No.3 ("Traffic Control Labor," per hour) under Pavrnent in the fifth paragraph, the second sentence is revised to read: Payment under this item shall be limited to the labor required for flagging and for set up and removal of Class B construction signs and temporary traffic control devices. The second paragraph of Item No.3 ("Traffic Control Labor", per hour) under Pavrnent in the fifth paragraph is revised to read: The quantity to be paid at the unit contract price per hour 10 t o .'"",-,'_W'-" o,'~ : ,i , I , I , I '! '10 I o o 32 X ~ 0 r- --- o ';~~";) o .. z <( . :x:1- I-m 0:::iE <C::J Wu -'0 ~o ril !J!I -'I- CJlu. -0 UJ>- ;:EI- <C- 0:-' u.<C !!la :x:w I-:x: ZI- j:o zl- ww :;::J ::JO Uen 0- a!::: Ww :x:u 1-- !:!:b z Woo u- -:x: bt- z for "Traffic Control Labor" shall not exceed the quantity set forth in the bid proposal for that item. Any work for flagging and for setting, moving, and removing traffic control devices and Class B construction signs required for those construction operations authorized by the Engineer in excess of that shown in the bid proposal for "Traffic Control Labor" will be paid under the item "Additional Traffic control Labor" which is included in the bid proposal. "Additional Traffic Control Labor" will be paid at a rate established by using only that portion (la, 1b, and lc) of Section 1-09.6 for Labor plus an amount equal to 10 percent of the sum of la, 1b, and 1c for overhead. No other part of Section 1-09.6 will apply. The labor classification for "Additional Traffic Control Labor" shall be the same as was customarily paid by, the Contractor to labor before the quantity exceeded the amount set forth in the bid proposal for "Traffic Control Labor". For the purpose of providing a common proposal for all bidders, and for that purpose only, the state has entered an amount for the item "Additional Traffic Control Labor" in the bid proposal to become a part of the total bid by the Contractor. The second sentence of the paragraph under pavment item No. 4 ("Construction Signs Class A") is revised to read: This payment will include all labor, equipment, and vehicles necessary for the initial acquisition, the initial installation of Class A signs, and the ultimate return of all State-furnished signs. y SECTZON 1-08, PROSECUTZON AND PROGRESS May 21, 1990 1-08.1 Subcontracting The first sentence of the first paragraph is revised to read: Work done by the Contractor's own organization shall account for at least 30 percent of the total original cost of the contract. o 1-08.3 Progress Schedule The first paragraph of this section is supplemented by the fOllowing paragraph: The Department allocate9 its resources to a contract based on the total time allowed in the contract. The Department will accept a progress schedule indicating an early completion but cannot guarantee Department resources will be available to meet the accelerated schedule. No additional compensation 11 I o o o ...--~ C ) I[J 32 X I 0 \., 0 G UflI JJ:llo~ -t --..JIIIdI...l:a::... - u....... - .... ..J ~ -- ..,.......,-...'. - LlL .......:b.... J1J _J_ - v- '~oi.~" Z <C. :I:I- 1-15 o:~ <t::J wu -'0 ~O en w, UJ J: i -'I- enu. -0 ~~ <t- 0:-' u.<C !!la :I:w I-:x: ZI- j:O ZI- w w :;::J ::JO Uen 0- a!:= Ww :X:u 1-- !:!:b Z woo u- i=~ o Z ... o o ( ~.lll:I -- o o .. will be allowed if the Contractor is not able to meet their accelerated schedule due to the unavailability of Department resources or for other reasons beyond the Department's control. 1-08.5 Time For Completion The first sentence of the third paragraph is revised to read: Contract time shall begin on the first working day following the tenth calendar day after the date the Department executes the contract. SECTJ:ON 1-09, MEASUREMENT AND PAYMENT April 9, 1990 1-09.1 Measurement of Quantities The column headings for the tabulation CONVERSION FACTORS AVERAGE WEIGHTS AND VOLUMES OF ASPHALT are corrected to read: Grade Gallons per Ton fl 60F Pounds per Gallon @ 60F 1-09.6 Force Account Item No.6, Contractor Markup on SUbcontractors, is revised to read: When work is performed on a force account basis by approved subcontractors, the Contractor will be allowed an additional markup equal to 5 percent of the total cost computed for 1, 2, 3, 4, and 5 for all administrative costs. 1-09.8 Payment for Material on Hand The following paragraph is added after the first paragraph: The State may reimburse the Contractor for traffic signal controllers as follows: Fifty percent when the traffic signal controller and all components are received and assembled into a complete unit at the Headquarters Materials Laboratory. One hundred percent when the traffic signal controller is approved for shipment to the project by the Headquarters Materials Laboratory. The second paragraph is supplemented with the following: 1. 2. 12 o T -.--4"- G'~~ , .,.............A ----Ll ...6.._ I),~ .......- -w.... I ~~-___ . . J:L1U.~~.I~]J~ 32 X 10 1.IIlfIIM_-""" .. "JlI~~ A.Ii_H!l&~...:I 1 t" " I! i I i \ \ 1 \ \ \ l 1 I I I I I 10 - I o o Ir' "- o ":',~"'.i~j~,::,;;"i;:':ll o .. Payment for materials on hand shall not exceed the total contract cost for the contract item. Z <C' :1:"" I-dl 0::2 <(::J LJ.Ju -'0 ;;0 "'W, L.U :I:: -'"" en"- -0 w>- :2"" <C- 0:-' u.<C !!l5 :l:LJ.J 1-:1: ZI- j:o zl- LU LJ.J ;:E::J ::JO Uen 0- O!::: LULU :l:U 1-- !:!:b z wen u- -:I: 13"" z 1-09.11(2) Claims o The sixth paragraph is revised to read: Provided that the Contractor is in full compliance with all the provisions of this section and after the formal claim document has been submitted, the State will respond, in writing, to the Contractor as follows: 1. within 45 calendar days from the date the claim is received by the state if the claim amount is less than $100,000, 2. within 90 calendar days from the date the claim is received by the State if the claim amount is equal to or greater than $100,000, or 3. If the above restraints are unreasonable due to the complexity of the claim under consideration, the Contractor will be notified within 15 calendar days from the date the claim is received by the state as to the amount of time which will be necessary for the State to prepare its response. Section 1-09 is supplemented with the following new section: 1-09.13 Arbitration 1.09.13(1) General Prior to seeking claim resolution through arbitration, disputes arising during a contract shall proceed under the present administrative provisions in Sections 1-04.5, 1-09.11, and any special provision provided in the contract for resolution of disputes. The provisions of these sections and the special provisions must be corrplied with, in full, as a condition precedent to the Contractor's right to seek claims resolution through arbitration or litigation. The Contractor may file for arbitration of a contract dispute with the State, provided that: (1) the formal claim document has been submitted, (2) all the contract administrative remedies have been exhausted, and (3) the state has been given the time and opportunity to respond to the Contractor as provideu in Section 1-09.11(2). The parties to the contract mutually agree that the only recourse for the Contractor for unresolved Claims of less than $100,000 is through mandatory and binding arbitration. Claims 13 I o o ,.. o l 0 "'~~~ =- 0 ,:) I [j 3 '') '.; ~D tl~^ .. w .- -- ---- --- ,., __1__ .b...__- ~... - ~ ~..._~ JLIilIlIImiI - ~~.kl~~L ~ Z <I: ' :I:I- I-dJ O:;:E <I:::J Wu dg ~ UJ! W 3:i -'I- en u. -0 UJ>- :;1- <1:- 0:-' u.<C !!la :I:UJ I-:x: ZI- j:O ZI- UJ LU :;::J ::JO wen o- at:: UJUJ :I:u 1-- !:!:b Z W(/) w- i=~ o Z r o o o (; .. equal to or greater than $100,000 may be arbitrated by mutual agreement of the state and the Contractor. 1-09.13(2) Administration of Arbitration Arbitration shall be administered through the American Arbitration Association (AAA) using the following arbitration methods: 1. The current version of the Northwest Region Expedited Commercial Arbitration Rules shall be used for claims with an amount less than $25,000. 2. The current version of the Expedited Procedures for the Construction Industry Arbitration Rules shall be used for claims with an amount equal to or greater than $25,000 and less than $50,000. 3. The current version of the standard procedures of the Construction Industry Arbitration Rules shall be used for claims with an amount equal to or greater than $50,000 and less than $100,000. These procedures shall also be used when claims with an amount equal to or greater than $100,000 are to be arbitrated by mutual agreement. The state and the Contractor mutually agree the venue of any arbitration hearing shall be within the state of Washington and that any such hearing shall be conducted within the state of Washington. The state and the Contractor mutually agree to be bound by the decision of' the arbitrator, and judgment upon the award rendered by the arbitrator may be entered in the Superior Court of Thurston County. The decision of the arbitrator and the specific basis for the decision shall be in writing. The arbitrator shall use the contract as a basis for decisions. 1-09.13(3) Procedures to Pursue Arbitration If a dispute cannot be resolved through administrative procedures provided in Sections 1-04.5, 1-09.11, and any special provision provided in the contract for resolution of disputes, the Contractor shall advise the Engineer, in writing, that mandatory and binding arbitration is desired. A demand for arbitration shall be filed by the contractor, in accordance with the AAA rules, with the state and with the AAA. Selection of the arbitrator and tho administration of the arbitration shall proceed in accordance with AAA rules using arbitrators from the list developed by the AAA, except that; for. claims under $25,000 using the Northwest Region Expedited Commercial Arbitration RUles, arbitration selection 14 \. o = o ~ ~ [J I o o ~~2 X ~hJ o ':~;S~~~ o .. "-' z <e- :I:I- I-m O:;:E <C::J Wu -'0 ~O ~~l -'I- en u. -0 w>- :;1- <C- 0:-' u.<C !!la :I:w I-:I: ZI- j:o zl- w LU :;::J ::JO CJen 0- Cl!::: Ww :I:U 1-- !:!:b 7- wu) u- i=~ o z shall proceed pursuant to Section 55 of the Expedited Procedure of the Construction Industry Arbitration Rules. Arbitration shall proceed utilizing the appropriate rule of the AAA as determined by the dollar amount of the claim as provided in section 1-09.13(2). Unresolved disputes which do not involve delay or impacts to unchanged work may be brought to arbitration during the course of the project, provided that: the administrative procedures have been exhausted and the dispute has been pursued to the claim status as provided in section 1-09.11(2). Unless the state and the Contractor agree otherwise, all other unresolved claims (disputes which have been pursued to the claim status) which arise from a contract must be brought in a single arbitration hearing and only after completion of the contract. The total of those unresolved claims must be less than $100,000 to be eligible for arbitration, except by mutual agreement of the state and Contractor. In addition, the Contractor agrees arbitration proceedings must commence, by filing of the aforementioned demand for arbitration, within 180 calendar days of final acceptance of the contract; the same as any other claim or causes of action as provided in section 1-09.9. The scope and extent of discovery shall be determined by the arbitrator in accordance with AAA rules. In addition, each party for claims greater than $25,000 shall serve upon the other party a "statement of proof". The statement of proof shall be served, with a copy to the AAA, no less than 20 calendar days prior to the arbitration hearing and shall include: 1. The identity, current business address, and residential address of each witness who will testify at the hearing, ,.. 2. The identity of a witness as an expert if an expert witness is to be called, a statement as to the subject matter and the substance of the facts and opinions on which the expert is expected to testify, a summary of the grounds for each opinion, and a resume of the expert's qualifications, and A list of each document that the party intends to offer in evidence at the arbitration hearing. Either party may request from the other party, a copy of any document listed. If such a request is made, a copy of the document shall be provided within five calendar days from the date the request is received. o 3. o 15 c 0 ~~ ~ 0 ,)) _4 M -illlIl -~-- ..... - .Ilbl1M1.1M1 - -,.11I_- ~ ! i I 1 ,! I[] ...,---. -- I o 0 32 X 10 .. 1IiIm...~ ~, \;;:~:t.~,':';~J Z <CO :1:1- 1-15 0:;:;: <C::J LUU -'0 Uo ~W'i UJ :r: 1 -'I- enLL -0 W> ;:EI- <l:- 0:-' u.<l: !!la :l:W 1-:1: ZI- j:O ZI- wW :;::J ::JO Uen 0- Ot: WLU :I:U 1-- I- !:!:O Z W(f) U- -:I: b"" Z r ""\ o o l ~l o o .. The arbitrator may permit a party to call a witness or offer a document not shown or included in the statement of proof only upon a showing of good cause. SECTION 2-01, CLEARING, GRUBBXNG, AND ROADSXDE CLEANUP April 11, 1988 2-01.2 Disposal of Usable Material and Debris This section is supplemented with the following: Disposal of debris in a Contractor provided waste site shall meet the requirements of Section 2-03.3(7)C. SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT Deoember 26, 1989 2-03.3(3) Excavation Below Grade The second sentence of the second paragraph is revised to read: The Contractor shall save the finer free draining material from excavations or borrow pits to use in backfilling the top 6 inches of the subgrade. 2-03.3(7) Disposal of Surplus Material This section is revised to read: 2-03.3(7) Disposal of Surplus Material 2-03.3(7)A General The Contractor shall haul all excavation to the nearest embankment, unless the Engineer declares the hauling distance to be too great. If excavation yields more material thim needed for nearby embankments, the Contractor shall dispose of the excess in keeping with the Special Provisions or as the Engineer directs. 2-03.3(7)B Haul When the contract includes a payment item for haul, the state will pay as follows for hauling excess excavation to a disposal site: 1. If the state provides a site, but the Contractor chooses to haul elsewhere, the state will pay for all actual mileage up to but not exceeding the mileage that would have been necessary using the State site. 16 .....-'...~ :~ o ....-,:l &..,&I~I.Il.II[.~_JIlI1_ o mm.-: ___u -----..:.- - 10 -.,,....--.-~ -- I o o IIlU ~~:x ~E~J i7 ~':J>tm z ct. :I:I- I-m O:;:E <C::J Wu -'0 ~o en Wi W XI -'I- enu. -0 w" :;;- <C!::: 0:-' u.<C !!la :I:w 1-:1: ZI- j:o zl- I w LU ;:E::J ::JO Uen 0- I Cl!::: Ww :I:u 1-- !:!:b ! z WCJ) u- i=~ 0 I z I ,.. 0 o {. &L o o .. 2. If the state does not provide a site, the state will pay for all actual mileage up to but not exceeding the mileage necessary to haul to a site 1 mile from the project limits. 2-03.3(7)C Contractor Provided Disposal site If the state provides no waste site, but requires disposal of excess excavation or other materials, the Contractor shall arrange for disposal at no expense to the state, except as provided in section 2-03.3(7)B Item 2. The Contractor shall acquire all permits and approvals required for the use of the disposal site. The cost of any such permits and approvals shall be included in the bid prices for other work. The Contractor shall, if requested by the Engineer, provide the Engineer the location of all disposal sites to be used and also provide copies of the permits and approvals for such disposal sites. Disposal of excess material within a wetland area will not be allowed without a Section 404 permit issued by the U.S. Corps of Engineers, and approval by the local agency with jurisdiction over the wetlands. Wetlands are defined as those areas inundated or saturated by ground or surface water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, bogs, and similar areas. The Contractor shall protect, indemnify and save harmless the state from any damages that may arise from the contractor's activities in making these arrangements. Such indemnity shall be in accordance with RCW 4.24.115 as amended by CH. 305, Laws of 1986. Any action required to satisfy any permit and/or any approval requirements in a Contractor provided disposal site shall be performed by the Contractor at no additional expense to the State. Reclamation of a Contractor-supplied waste site must conform to the requirements of Section 3-03. 2-03.3(14)A Rock Embankment Construction The first sentence of the ninth paragraph is revised to read: When practical, and as approved by the Engineer, the Contractor shall save the finer free draining material from excavations or borrow pits for use in topping rock fills. 17 o : - o__~ LJJ/ 'L..:.... _ .u..b......L ..JU.tIIlII ~-~- . , ..~~ L~ t j1 10 '":..:. y .. ~..&UR' I o o 32 X ~ 0 .1.::1J1 ............... .. .. ~,"'~~~J*>;~~ z <C . :I:I- I-m ~~, LUU -'0 ~O en LU I L.U ::C1 -'I- enu. -0 LU>- ::EI- <C- 0:-' u.<C en::J _0 :I:LU 1-:1: ZI- j:O ZI- LU LU ;:E::J ::J 0' Uen 0- O!::: LULU :l:U 1-- !:!:b Z W(/) u- -:I: bf- Z r o o ~_.M1lJ.l:ii..dd l o - o o .. 2-03.3(14)C Compacting Earth Embankments The. first sentence of the twelfth paragraph is revised to read: Under Method B, the moisture content of the material shall not exceed 3 percent above the optimum determined by the tests described in Section 2-03.3(14)0. 2-03.3(14)1 Embankments at Bridge and Trestle Ends The first sentence of the first paragraph is revised to read: This work consists of filling around the ends of trestles and bridges, the area defined in Section 1-01.2. SECTIOn 2-09, STRUCTURE EXCAVATION April 9, 1990 2-09.3(1)D Disposal of Excavated Material The second paragraph is supplemented with the following: Any such disposal shall meet the requirements of Section 2-03.3(7)C. 2-09.3(1)E BaCkfilling Item No.1, of the ,fifth paragraph is revised to read as follows: 1. Backfill supporting roadbed, roadway embankments, or structures placed in horizontal layers rlo more than 6 inches thick with each layer compacted to 95 percent of the maximum density determined by the Compaction Control Test, Section 2-03.3(14)0. 2-09.3(3)0 Shoring, Cribbing and Cofferdams The first paragraph is revised to read: The Contractor shall provide plans showing proposed methods and construction details of shoring, cribbing, or cofferdams in accordance w.i.th Sections 6-01.9 and 6-02.3(16). The Contractor shall remain responsible for satisfactory results. 2-09.3 (4) Construction Requirements, Structure Excavation, Class B This section is revised as follows: Delete the third and fourth sentenoe of the third paragraph. 2-09.4 Measurement 18 ... : = o-~ - ..... ~AIt::.. -..- - ~~1l1ll.1.1..Ll ......- - .b. _._--~ (' J \ I \ ! I , I 10 ---.-- ...M. I o o 32 X I 0 ],~..L_''',~ .11 ;;i=:a;':,t;.Wo:lt;',) Z <C. :I:I- I-m 0:;:E <C::J LUU -'0 ~O [l ~I -'I- enu. -0 W>- ;:EI- <C- 0:-' u.<C !!la :I:LU 1-:1: ZI- j:O ZI- WLU :;::J ::JO Uen 0- Cl!::: WLU :l:U 1-- !:!:b Z wen u- i=~ o Z ,... o o I I I I I \... ... o o .. This section is supplemented with the following: Shoring and Cribbing or extra excavation Class B will be measured by the square foot as follows: Where the trench is excavated to a depth of 4 feet or more and Shoring and cribbing is constructed or the earth faces are excavated to the slope of repose provided it is 3/4 to 1 or flatter as required to meet safety regulations, the area for payment will be measured on each side of the trench or excavation where such work is performed. Measurement will be made from the existing ground line or from the neat lines of a designated grading section at the outer limit defin~~ =~~ payment for structure excavation to the bottom of the excavation and for the length of the work actually performed. The bottom elevation for measurement will be the bottom of the excavation as shown in the plans or as otherwise established by the Engineer. 2-09.5 Payment This section is supplemented with the following: 7. "Shoring and Cribbing or Extra Excavation Class B", per square foot. The unit contract price per square foot shall be full pay for the construction and removal of shoring and cribbing. The unit contract price per square foot shall be full pay for all excavation, backfill, compaction, and other work required when extra excavation is used in lieu of constructing shoring and cribbing. If select backfill material is required for backfilling within the limits of the structure excavation, it shall also be required as backfill material for the extra excavation at the Contractor's expense. If there is no bid item for. shoring and cribbing or extra excavation Class B on a square foot basis and the nature of the excavation is such that shoring and cribbing or extra excavation is required as determined by the Engineer, payment to the contractor for the work will be made in accordance with Section 1-04.4. SECTION 3-01, PRODUCTION FROM QUARRY AND PIT SITES January 30, 1909 3-01.3(5) Moving Plant The reimbursement for haul addressed in the first sentence of the third paragraph is revised from $0.20 to $0.25. 19 o : ) () LMiIi. II ~ I I I i 10 - _..--'" I o 0 32Xlo .J!1. --- po- st!?,~-:~~~ Z <C . :I:I- I-m 0:;:E <C::J Wu -'0 Uo ~ wI w:X:, -'I- enu. -0 W> :;1- <C- 0:-' u.<C !!la :I:w I-:x: ZI- j:a zl- w w :;::J ::JCl Uen 0- 01- Ww :X:u 1-- I- !:!:a z wen U- i=~ o z .,. o o l o ALL~ o o .. 3-01.4(1) Acquisition and Development The last sentence of the third paragraph is revised to read: When the Contractor intends to operate a source under the Department's blanket surface mining permit, the Contractor shall submit a reclamation plan for approval. No work shall begin in the pit or quarry before the reclamation plan is approved by the Engineer. SECTION 3-03, SITE RECLAMATION December 12, 1988 3-03.2(lr state-Provided Sites This section is revised to read: All borrow, quarry, or pit sites of over three acres in size of disturbed land or resulting in pit walls more than thirty feet high and steeper than a one to one slope which are owned or furnished by the state shall be reclaimed as shown in the Plans and as designated by the Engineer. Ultimate reclamation plans are not normally required for borrow, quarry, or pit sites not meeting the above criteria or for stockpile or waste sites. However, all such sites shall be reclaimed to the extent necessary to control erosion and provide satisfactory appearance consistent with anticipated future use. 3-03.2(2) Contractor-Provided Sites The first sentence in the first paragraph is revised to read: All borrow, quarry,' and pit sites of over three acres in size of disturbed land or resulting in pit walls more than thirty feet high and steeper than a one to one slope which are owned or furnished by the Contractor shall be reclaimed in accordance with the conditions and requirements of an approved operating permit acquired from the Department of Natural Resources. The first sentence in the third paragraph is revised _to read: Ul timate reclamation plans are not required for borrow I quarry, or pit sites not meeting the above criteria or for stockpile or waste sites. The fourth paragraph is revised to read: Compliance with the state Environmental Polioy Act (SEPA) is 20 !" o ~~ "'tIItllllL L - l .&am'- 10 .---.. I .......<1 IIUl -11m o o ::-:t2 X ~ 0 _Il~'b.d. ~ '.;.i,-~~'I:i~~1- z <( . :x:1- I-m 0::;:E <C::J WU -'0 ~o [iJ~1 -'I- (flu. -0 W>- ~I- <(- 0::-' u.<C (fl::J _0 :X:w I-:x: ZI- ;:0 zl- W w ~~ Uen 0- o!::: Ww :x:u 1-- ~b Z wen u- -:x: bI- z I I ,. o o I \... . - o o .. required for sites involving more than 100 cubic yards of excavation or landfill throughout the lifetime of the site unless the local agency in which the project is located establishes a greater amount. sites involving more than 500 cubic yards of excavation or landfill throughout the lifetime of the site always require compliance with SEPA. Those reclamation plans to be approved by the Department of Transportation shall be prepared and submitted for approval as hereinafter specified. SECTION 5-04, ASPHALT CONCRETE PAVEMENT February 26, 1990 5-04.2 Materials The list of materials and references is supplemented with the following: Recycling Agent.............9-02.1(5) 5-04.3(1)A Requirements For All Plants This section is supplemented with the following: 11. Burner Fuel. The plant burner fuel shall be restricted to the use of propane, butane, natural gas, methane, coal, No. 1 or No. 2 fuel oil, or other acceptable burner fuel as determined by the Engineer. 5-04.3(3) Asphalt Pavers The sixth paragraph is supplemented by the following: These areas, as determined by the Engineer, may include, but are not limited to, gore areas, road approaches, left-turn channelizations, and tapers. 5-04.3(10)B Control The third paragraph is revised to read: Cores may be used as an alternate to the nucloar density gauge tests. When cores are taken by the state at the request of the Contractor, they shall be requested by noon of the next workday after paving. The state shall be reimbursed for the coring expenses at the rate of $75 per core when the core indicates the acceptable level of compaction within a lot has not been achieved. The first sentence of the fifth paragraph is revised to read: Asphalt concrete Classes B, E, F, and G constructed under 21 o ::: ) o - -.-J ____ ! I 1 I i I J 1 I J 10 ~-' -,...-... ll!IM - I o o 32 >< I 0 ...it ~ lllItJ.o:::lJitl - o ,~;l:i~:;(,(?~t,,''''z,1 o .. conditions other than listed above shall'be compacted on the basis of a test point evaluation of the compaction train. Z <l: . :I:I- I-m O:;:E <C::J Wu -'0 ~o en w, w:x:! -'I- enu. -0 w>- ;:EI- <C- 0:-' u.<C !!la :I:w I-:x: Zl- j:o zl- w w ;:E::J ::Jo Uen 0- o!:: Ww :x:u 1-- !:!:b z wen u- -:x: bI- z 5-04.3(13) Surface Smoothness The following paragraph is inserted after the fifth paragraph: When portland cement concrete pavement is placed on asphalt concrete pavement, the surface tolerance of the asphalt concrete pavement shall be such that no elevation lies above the plan grade minus the specified plan depth of portland' cement concrete pavement. Prior to placing the portland cement concrete pavement, any such irregularities shall be brought to the required tolerance ~y grinding or other means approved by the Engineer, at no expense to the State. 5-04.3(17) Paving Under Traffic The second and third sentences of the fourth paragraph are revised to read: Temporary striping shall consist of placing strips of pavement marking tape, a minimum of 4 feet in length, on the lane separation line to delineate the path of travel for vehicles. Intervals between marking strips shall be a maximum of 36 feet. SECTZON 5-05, CEMENT CONCRETE PAVEMENT; August 28, 1989 5-05.3(2) Consistency .... The second sentence of the secl;md paragraph is revised to read: Unless otherwise authorized by the Engineer, the slump for paving concrete shall be 1 plus or minus 1/4 inch when measured with t.he slump cone. When hand compacting and finishing is permitted, the slump shall not exceed 2 inches. 5-05.3(11) Finishing The fifth paragraph is supplemented with the following: If the pavement has a raised curb without a formed concrete gutter, the texturing shall end 2 feet from the curb line. This 2-foot untextured strip shall be hand finished with a steel trowel. o o 5-05.3(19) Bridge Approach Slabs This seotion is revised to read: 22 ... '~'L.,."~,,..',.._.u~ : r) l 0 C) -L~ - -- . --_. --M. II .... -- ! i i I 1i llL "I~ ---......,....'-...........- 10 I o o 32 X I 0 ;>l~~~ Z <C . :I:I- I-m 0:;:E <C::J Wu -'0 ~a ~~I -'I- enu. -0 ~~ <C- 0:-' u.<C en::J _0 :I:w I-:x: ZI- j:o zl- W W ~~, Uen 0- o!::: UJw :X:u 1-- !:!:b z wen u- i=~ o z l I .,.. o o l 0 "~"",''''"'\'~''T','",,~,, ____ ~----- IIIUllI!I "_J:o. o o .. 5-05.3(19) Reinforced Concrete Bridge Approach Slabs Approach slab placement procedures, equipment, and personnel to be used shall be addressed during a preconstruction conference. Personnel attending shall be the same as for the roadway slab preconstruction conference. If both the approach slab and roadway slabs are included in the same contract, the preconstruct ion conference may include both roadway slab and approach slab discussion. Reinforced concrete bridge approach slabs shall be constructed at the locations shown in the Plans or as staked by the Engineer and in accordance with the contract documents. The approach slabs shall be constructed full bridge deck width from outside usable shoulder to outside usable shoulder at an elevation to match the structure. Pavement ends and the bridge ends of the approach slabs shall be constructed as shown in the Plans. The approach slabs shall be modified as shown in the contract Plans to accommodate the grate inlets at the bridge ends if the grate inlets are required. Screed rail support, installation, and finish machine requirements shall be as specified for bridge deck slabs. Reinforced concrete bridge approach slab anchors shall be installed as detailed in the contract Plans. For Method A anchor installations, the grout or adhesive used to install the anchors shall have a minimum compressive strength of 4000 psi at three days and be capable of developing the ultimate strength of the anchor rod. Compressive strength shall be determined in accordance with AASHTO T 106. The anchors shall be installed parallel both to profile grade and center line of roadway. The Contractor shall secure the anchors to ensure that they will not be misaligned during concrete placement. The compression seal shall be as noted in the contract documents. Finishing of the reinforced concrete bridge approach slabs shall be accomplished by either a combination of finishing machine and hand finishing or by hand finishing methods only. The finished and cured approach slabs shall be free from any deviation exceeding 1/8 inch under a 10-foot straightedge placed parallel and perpendicular to the center line of the roadway. Slump and air content shall be statistically evaluated for determination of the quality level of Contractor-provided mixes and state-provided mixes in accordance with Section 6-02.3. 23 7" e ) Ll..:..r.. ."'" 11- ~- ~ ...,.- " I I i 1 10 I ---.-,' --.-' --~.4 - o o 32 X ~ 0 o .~ o .. 5-05.4 Measurement z <( . :x:1- I-m ~~. Wu -'0 ~o ffl~1 -'I- enu. -0 w> ::;1- <(- 0:-' u.<C ~a :X:w I-:x: ZI- j:o zl- ww ~~ Uen 0- ot: Ww :X:u 1-- !:!:b z woo u- i= :x: , 01- z The fifth paragraph is revised to read: Concrete Class 4000 for bridge approach slabs will be measured by the cubic yard as specified in Section 6~02.4. The sixth paragraph is revised to read: Cement concrete approach will be measured by the square yard. 5-05.5 Payment Item no. 5 is revised to read: :r 5. "Conc. Class 4000 For Bridge Approach Slab", per cubic yard. The last paragraph is revised to read: The unit contract prices per cubic yard for "Conc. Class 4000 For Bridge Approach Slab", per each for "Bridge Approach Slab Anchor", and per pound for "st. Reinf. Bar For Cement Conc. Pavement" and "Epoxy Coated st. Reinf. Bar For Cement Conc. Pavement" shall be full pay for the construction, finishing, curing, and protection of the approach slab. All costs for providing, placing, and compacting the crushed surfacing top course shall be included in the unit contract price per cubic yard for "Conc. Class 4000 For Bridge Approach Slab". 5-05.5(1) Pavement Thickness The last sentence of the fifth paragraph is revised to read: The cost of all such additional measurements made, including filling of the core holes with concrete, will be deducted from any monies due or that may become due the Contractor under the contract at the rate of $100 per core. SECTXON 6-02, OONCRETE STRUCTURES June 11, 1990 6-02.2 Materials o o The section reference for Elastomeric Bearing Pads is revised from 9-06.31 to 9-31. 6-02.3(1) Classification Of Structural Concrete This section is revised to read: The class of concrete to be used shall be as noted in the 24 (''''''''_~''~'C_''"~_~ = i i i" , I I I I! II I " j I i Ii I , ,I II I I o o , I Ii - ~_.~ .II_~~j 0 ) t 10 32 X 10 '*~ ,- "4 Jl.tJil!l ........... ~ ........-6A.... . - L :;.4J~iK~~,,;;tt\i Z <C . :x:1- I-m O:;:E <C::J Wu -'0 ~O fB ~I -'I- enu. -0 W> ;:EI- <C- 0:-' u.<C !!la :x:w I-:I: ZI- j:o zl- w w ::!;::J ::JO Uen 0- o!::: Ww :x:u 1-- !:!:b z wen u- -:x: bI- z r o o o o .. Plans and these Specifications. The numerical class of concrete defines the specified compressive strength at 28 days. Class of Concrete Generallv Used In 6000 Special structural applications Thin and heavily reinforced Bridge decks, cast-in-place girders, and columns. members; beams, 5000 4000 General use; traffic and pedestrian barriers, approach slabs, bridge footings, box culverts, wing walls, and retaining walls. 4000W Underwater placement; shafts and seals. Low shrink concrete for closure pours and applications where shrinkage needs to be minimized. 3000LS 4000LS 5000LS 6000LS 3000 Large sections with light to nominal reinforcing, retaining walls, mass pours, sidewalks, curbs and gutters; and non structural concrete. l I Guardrail anchors, lumina ire bases, curbs and gutters. The Contractor may request, in writing, permission to use a class of concrete with a higher compressive strength than specified. The substituted concrete shall be evaluated for quality determination, statistical analysis, and acceptance based on the specified class of concrete. The Engineer will respond in writing. The Contractor shall bear any added costs that result from the change. COMMERCIAL 6-02.3(2) Proportioning Materials This section is revised to read: The total Chloride ion (Cl-) content of the mixed concrete shall not exceed 0.06 percent ofcementitious material for prestressed conClrete nor 0.10 percent of cementitious material for reinforced concrete. Cementitious material shall be the weight of cement plUS fly ash, if used. Concrete for bridge decks, bridge approach slabs, and for I o o 25 ....~..".,.~~_..- : ~ 10 10 l 0 0 32X L~ .L - --- ~ ill\.. ---~ ~ - L-LL .._~---=- ~:lIlaIIIIldLlIDlllI ~ J::lJ:t~IliJI..m1lld v- :JCU.t;~"'..1;1""" Z <C . :I:I- I-m a:;:E <C::J UJu -'0 ~O en W. L1J :J:\ -'I- enu. -0 W> :21- <(- 0:-' u.<C en::J _0 :x:w I-:x: ZI- j:O ZI- w w ;:E::J ::JO Uen 0- O!::: UJw :x:u 1-- !:!:b Z wCJ) u- -:x: 51- Z ,.. o o L -~ - o o - state-provided mixes shall use only Class 1 fine aggregate. Concrete for slip-formed barrier may use Class 1 or 2 fine aggregate. Unless otherwise specified, the Contractor shall use Type II portland cement in all concrete. The use of fly ash for all classes of concrete other than for state-provided mixes is optional. Fly ash, if used, shall not exceed 25 percent by weight of the total cementitious material in the concrete mix. The water to cement ratio shall be calculated on the total cementitious material. As an alternative to the use of cement and fly ash as separate components, a blended hydraulic cement, Type IP(MS) or Type I (PM) (MS) ), may be used. The blended cement shall be produced such that the maximum fly ash content of the cementitious material is 25 percent. 6-02.3(2)A Measuring Materials This section is revised to read: 6-02.3(2)A Contractor Provided Mix Design The Contractor shall provide a mix design for concrete Class 5000, 6000, 5000LS and 6000LS. For all other classes of concrete, the Contractor may provide an alternate mix design to the state Specified mix design. For concrete Class 3000LS, 4000LS, 5000LS, 6000LS, or underwater placement, the maximum water cement ratio shall be 0.38. The Contractor's submittal for approval of a mix design shall include the mix proportions per cubic yard and the proposed sources for all the mix ingredients. Mix designs submitted by the Contractor shall include test data confirming that concrete made in accordance with the proposed mix design will meet the requirements of these Specifications. Test data shall be from an independent testing lab or from a commercial concrete prOducer'S lab. If the test data is developed at a prOducer'S lab, the Engineer or a represen'tative may wi'l:ness all testing. The Contractor shall provide a unique identification for each mix design. Approval of a mix design from a previous Department project may be made by reference to the mix design identification and based on accumulated performance data from testing by the state or from an independent testing lab. Data for consideration shall include recent performance data less than one year old. 26 o : 0' "Jl __.__JlIl.1LlIllllllf ..[.;1111....::I:1 ~ ----- . go -'" ----~ I o o 3~2. >< ~ 0 -:- _-a..a:::....al ,,~i.t~'I'.:~~'-;"'::~ Z <C . :x:1- I-m O:;:E <C::J UJu -'0 Uo en , (J)Wl WIl -'I- enu. -0 w> ;:EI- <C- 0:-' u.<C !!la :I:w I-:x: ZI- j:o zl- w UJ :;::J ::JO Uen 0- 01- Ww :I:u 1-- !:!:b z wv> u- -:I: bf- Z r o o -- .&~ l o o o .. Fine aggregate shall conform to section 9-03.1(2) Class 1 or Class 2. Fine aggregate gradation will be approved with the proposed mix design. Coarse aggregate shall conform to Section 9-03.1(3), Grading No.2 or 5, or to section 9-03.1(4). The nominal maximum size aggregate shall be 3/4 inch for Classes 4000, 5000, 6000 and 3000LS, 4000LS, 5000LS, and 6000LS and 1-1/2 inch for Classes 4000W and 3000. The coarse aggregate gradation shall be submitted for approval with the proposed mix design. The Contractor shall design the concrete mix to meet the required average compressive strength equal to 1.34 times the specified compressive strength for concrete plants with a coefficient of variation (CV) of 20 percent. For concrete plants with a CV other than 20 percent, the required average strength shall be: f'cr = (1/(1-1.28V)) f'c where flcr required average compressive strength at 28 days specified compressive strength at 28 days coefficient of variation (CV) expressed as a decimal i.e. CV = 20% V = 0.20 flc v A CV of 20 percent will be used unless the concrete supplier can justify a lower value. For approval of the Contractor's mix design, the attainment of the required average compressive strength at 28 days will be determined from the results of testing five 6-inch by 12-inch cylinders tested in accordance with WSDOT test Methods 801 and 811. To establish a CV for a concrete plant, the result of at least 30 consecutive compression tests will be required except as noted below. The cylinders will be 6-inch by 12-inch test specimens and will be made, handled, and stored in accordance with WSDOT test method 809 (Method 1) and tested in accordance with WSDOT test methods 801 and 811. Each set of two cylinders will be produced fl'om separate batches of production concrete. The equipment used for the production concrete shall be the same as that used for the proposed class of concrete. If the Contractor's concrete production facility does not have a sufficient number of compressive test results to meet the 30-test requirement, but does have test records for 15 to 29 27 : G' ) .... .. _~..~n_...... - - -":j~-- -- ..1~J....-lI: l I \ :\ -'0 ~~ -- I o o 32 X ~ 0 11L:1. .. h..~ r -- T o ~,i}~~'Sl.N,;1C), o .. Z <C . :I:I- I-m O:;:E <C::J Wu -'0 ~a ~~I -'I- enu. -0 UJ> :;1- <C- 0:-' u.<C !!la :I:w I-:I: ZI- j:o zl- ww :;::J ::Ja Uen 0- Cl!::: Ww :I:u 1-- !:!:b z wen u- -:I: bI- Z consecutive tests, the CV calculated from these ,available tests may be used if, after calculation, the CV value is first multiplied by the appropriate factor given in the following table: Number of tests * 15 20 25 30 or more * Interpolate linearly for Factor for increasing CV 1.16 1.08 1.03 1.00 intermediate number of test. The following two new sections are added: 6-02.3(2)B Commercial Concrete Where concrete Class 3000 is specified for luminaire bases, sign foundations, guardrail anchors, culvert headwalls, sidewalks, curbs, and gutters the Contractor may use commercial concrete. Commercial class concrete shall not be used for bridges, retaining walls, or box culverts. Commercial class concrete shall conform to the following: Specified Compressive strength at 28 days, minimum ! I ! 3000 psi Cementitious Material, Pounds per Cubic Yard, minimum (Not more than 25% of cementitious ash. ) Coarse Aggregate Maximum Size Fine Aggregate 500 pounds material may be fly 1-1/2 inch Class 1 or 2 ... For commercial concrete, the Contractor may use mobile mixers that measure material by volume. 6-02.3(2)C state-Provided Mix Designs The specified compressive strength at 28 days and mix proportions for the State-provided mix designs are listed below. The Contractor shall not exceed the specified water cement ratio. o o Class Of Concrete .3..Q.Q.Q. 5% Air No Air, 5% Air I i I ~ No Air, Specified Compressive Strength at 28 days, minimum psi. 4000 4000 3000 3000 28 C....:~.I--.-"..~~Q,.~ -- ~ - d~ o~? 0 .---_L . n ~.:::..:L: = ::: .IU -L ----<11 I o o I I I ~Ig, II' "~5I;,:'<,~l~;t'," Z <C . :I:I- I-m a::; <(::J Wu -'0 Uo ~w. w :I: I -'I- enu. -0 w> ;:EI- <(- 0:-' u.<C !!la :X:w I-:I: ZI- j:o zl- w w :;::J ::JO Uen 0- 01- ww :X:u 1-- !:!:b z Woo u- -:I: bI- Z y o o - c () o .. I J I I I Cement, pounds per cubic yard minimum pounds. 660 660 540 Water/cement by weight, maximum 0.44 0.382 0.44 0.382 0.50 0.452 Coarse Aggregate, pounds per cubic yard (SSD Basis)3Grading No. 2 Grading No. 5 1900 1900 Fine Aggregate, pounds per cubic yard (SSD Basis)3Class 1 1205 1050 1900 1335 1 No entrained air content, entrapped air only. 2 Reduced water/cement ratio applies to concrete for underwater placement (4000W) or low shrink concrete (LS) requirements. Use of a water reducing admixture is mandatory for these applications. Increase coarse and fine aggregate weights to adjust the yield. 3 Aggregate weights listed are based on a specific gravity of 2.67. The Engineer will adjust aggregate proportions for the specific gravity of the aggregates used. If the Contractor wants to use fly ash as a constituent of the concrete, all the requirements for a Contractor-provided mix design shall be met. 6-02.3(3) Admixtures This section is revised to read: Concrete admixtures shall be added to the concrete mix at the time of batching the concrete or in accordance with the manufacturer's written procedure and as approved by the Engineer. A copy of the manufacturer I s written procedure shall be furnished to the Engineer prior to use of.. any admixture. Admixtures from different manufacturers shall not be used together unless the Contractor provides written documentation verifying that the admixtures are compatible in combination with all other ingredients of the concrete. Any deviations from the manufacturer's written procedures shall be submitted to the Engineer for approval. Admixtures shall not be added to the concrete with the modified procedures until the Engineer has approved them in writing. 6-02.3(3)A Air-Entrained Concrete 29 o : ~ ~--~ o -- I:!IIIUJJIl1W'- b-____---L1.L - 540 0.50 0.452 1900 1175 - '!:" ~ 10 I o o 32 ><; 0 - I (,) ~::: ,~Ii '~J,~;~~,'r,:: /.. o .. This section is revised to read: z 4: ' :x:1- f-a:i 0:::;; 4:::J WU -'0 ~O U) W, W:x:' -'f- enu. -0 W>- ::;;f- 4:- 0:-' u.4: U)::J _0 :x:w f-:x: ZI- i=0 Zl- ww ::;;::J :;)0 UU) 0- O!:: Ww :x:u 1-- !:!:b Z W(/) u- -:x: b~ Z All cast-in-place concrete placed above the finished ground line, shall be air-entrained to a target value of 5 percent. The Contractor may elect to use air-entrainment for concrete below the finished ground line. 6-02.3(3)B Water-Reducing Admixture This section is revised to read: Concrete used in all underwater placement, bridge roadway slabs, traffic and pedestrian barriers and all low shrink concrete shall include a water-reducing admixture. For these uses, the Contractor shall add water reducer within the manufacturer I s recommended dose range as approved by the Engineer. The Contractor may use a set retarding admixture or a combination water reducer and retardant admixture with the Engineer's approval. The following new section is added: 6-02.3(3)C High-Range Water Reducing Admixture A high-range water reducer (superplasticizer) may be used in all Contractor-provided mix designs, with the Engineers approval. 6-02.3(4) Mixing Concrete This sectio~ is revised to read: o 6-02.3(4) Ready-Mix Concrete Except for hand-mixed concrete, all concrete shall be batched in a pre-qualified manual, semi-automatic, or automatic plant. If the plant has not been pre-qualified, the Contractor shall provide written notification to the Engineer two weeks prior to anticipated use of the batch plant to allow for the necessary pre-qualification inspection. Before producing concrete, the Contractor shall secure approval of source for the cement, aggregates, and admixtures, and the name and location of the concrete batch plant. For Contractor-provided mix designs, the Contractor shall submit a proposed mix design along with test data confirming concrete made in accordance with this mix design will meet the specified requirements. I o o ,.. o 30 r',..,;.~ = ~:J ~ [J f1 \... 0 0 32 X ~ 0 - II I' _JI-.ll __1IlI- ""'--- .L ---.:.... ---<l:. - II -- - ..,_._....~ ..oiII - ....4-1 :;;;~,,::;'~I:;';:,"iJ;O Z <( . :x:1- I-m O:;:E <C::J Wu -'0 ~O en UJ. W :x: , -'I- enu. -0 UJ>- ;:EI- <C- 0:-' u.<C !!la :X:UJ I-:x: ZI- j:O ZI- ww ;:E::J ::JO Uen 0- Ot;: Ww :I:U 1-- ~b Z w(/'J u- -:I: bI- Z r o o o o .. 6-02.3(4)A Machine Mixing This section is revised to read: 6-02.3(4)A Qualification of Concrete Suppliers All concrete shall be supplied from concrete batch plants that have been pre-qualified. The qualification shall consist of an annual certification inspection of the concrete batch plant facilities and delivery equipment. The certification inspection will be conducted by the state. The concrete batching equipment and delivery equipment shall meet all the requirements as stated in the WSDOT Manual for Inspection and Certification of Concrete Production Facilities. For central-mixed concrete, the mixer shall be equipped with a timer that prevents the batch from discharging until the batch has been mixed for the prescribed mixing time. A mixing time of one minute will be required after all materials and water have been introduced into the drum. Shorter mixing time may be allowed if the mixer performance is tested in accordance with Designation 26, Variability of Constituents in Concrete, Concrete Manual, U.S. Department of the Interior (ASTM C94-86b Annex Al Concrete Uniformity Requirements). Tests shall be conducted by an independent testing lab or by a commercial concrete producer's lab. If the tests are performed by a producer's lab, the Engineer or a representative will witness all testing. For shrink-mixed concrete, the mixing time in the stationary mixer shall not be less than 30 seconds or until the ingredients have been thoroughly blended. For transit-mixed or shrink-mixed concrete, the mixing time in the transit mixer shall be a minimum of 70 revolutions at the mixing speed designated by the manufacturer of the mixer. Following mixing, the concrete in the transit mixer may be agitated at the manufacturer's designated agitation speed. A maximum of 320 revolutions (total of mlxing and agitation) will be permitted prior to discharge. All transit-mixers shall be equipped with an operational revolution counter and a functional device for measurement of water added. All mixing drums shall be free of concrete buildup and the mixing blades shall meet the minimum specifications of the drum manufacturer. A copy of the manufacturer's blade dimensions and configuration shall be on file at the concrete producer's office. A clearly visible metal data plate (or plates) attached to each mixer and agitator shall display: (1) the maximum concrete capacity of the drum or container for mixing and agitating, and (2) the rotation speed of the drum or blades for both the agitation 31 I o o ..~".....~_,...,:_....,._~~';IJGU'~- l o _L11-'l : )) 0 ~O 0 32X ~ .......-....- --- IWJ_- --" --- 1:,. .li!>..l :;r.- - ____ 1 1lIIImIllaI~1lIlIIIIlWlod -'- .. M.::..z'MiJ;:;;;;;;i~,'~ z <( . II- I-ai O:;:E <(::J Wu -'0 ~O ~~I -'I- enu. -0 w>- :;1- <(- a:-' u.<C ~a :X:w I-:x: ZI- ;:0 ZI- W W :;::J ::JO Uen 0- Oc Ww :X:u 1-- ~b Z wen u- i=r; o Z r o o .iIr -1..l:lt1 ....DlllJI!IIl o o .. and mixing speeds. Mixers and agitators shall always operate within the capacity and speed-of-rotation limits set by the manufacturer. Any mixer, when fully loaded, shall mix the ingredients into a uniform mass within the required time. Any agitator when fully loaded, shall keep the concrete uniformly mixed. All mixers and agitators shall be capable of discharging the concrete at a steady rate. Only these transit-mixers which meet the above requirements will be allowed to deliver concrete to any state project covered by these Specifications. The batch of concrete shall be discharged at the project site no more than 1-1/2 hours after the cement is added to the concrete mixture. The discharge time may be extended to 1-3/4 hours if the concrete temperature is less than 75 degrees F. When ambient conditions are such that the concrete may experience an accelerated initial set, the Engineer may require a shorter delivery time. In transit-mixing, mixing shall begin within 30 seconds after the cement is added to the aggregates. Central- mixed concrete, transported by truck mixer/agitator, shall not undergo more than 250 revolutions of the drum or blades before beginning discharging. To remain below this limit, the supplier may agitate the concrete intermittently within the prescribed time limit. When water or admixtures are added after the load is initially mixed, an additional 30 revolutions will be required at the recom.~ended mixing speed. For each project, at least biannually, or as required, the Engineer will examine mixers and agitators to check for any buildup of hardened concrete or worn blades. If this examination reveals a problem, or if the Engineer wishes to test the quality of the concrete, slump tests may be performed with samples taken at approximately the 1/4 and 3/4 points as the batch is discharged. If the two slumps differ by more than one-half the 'target slump value, the equipment shall not be used until the faulty condition is corrected. However, the equipment may continue in use if longer mixing times or smaller loads produce batches that pass the slump uniformity tests. All concrete production faciJ.1ties will be subject to verification inspections at the discretion of the Engineer. Verification inspections are a check for: current scale certifications; accuracy of water metering devices; accuracy of the batching process; and verification of coarse aggregate quality for Contractor-provided mix designs. If the concr:ete producer batch plant or delivery equipment fails to pass the verification inspection, the following 32 l:>.....~ ta o ".....__u~ ___-: .t:It~ ___ l o ~ --- --_------_11-- - --- --. - I I I 10 ..... I ---- o o "'MWl&lliIJ' ,~-, _.---- l>. I 32 X I 0 v- o ;,:>~';:;;'i~:~,t.';iI o .. actions will be taken: Z <C . :x:1- 1-15 O:;:E <C::J UJu -'0 ~O Cf)W. W:!:i -'I- enu. -0 w> ;:EI- <C- 0:-' u.<C en::J _0 :X:w I-:x: ZI- j:O ZI- UJ w ;:E::J ::JO Uen 0- O!::: UJw :X:u 1-- ~b Z woo u- -:x: bt- Z 1. For the first violation, a written warning will be provided. 2. For the second violation, the Engineer will give written notification and the state will accept the concrete with a price reduction equal to 15 percent of the invoice cost of the concrete that is supplied from the point of the infraction until the deficient condition is corrected. 3. For the third violation, the concrete supplier is suspended from providing concrete until all such deficiencies causing the violation have been permanentlY corrected and the plant and equipment have been reinspected and meets all the pre-qualification requirements. 4. For the fourth violation, the concrete supplier shall be disqualified from supplying concrete for one year from the date of disqualification. At the end of the suspension period the concrete supplier may request that the facilities be inspected for pre-qualification. 6-02.3(4)C Ready-Mixed Concrete This section is revised to read: 6-02.3(4)C consistency The target slump for vibrated concrete shall be: 1. 2-1/2 inches for concrete placed in bridge approach slabs and bridge decks. 2. 3 inches for footings and box girder bottom slabs. 3. 4 inches for all other concrete. r o The target slump for non-vibrated concrete shall be 6 inches. Based on the Contractor's written request and as approved by the Engineer, the target slump may be reduced. If the Contractor is unable to provide a concrete with a workable consistency, a water reducing admixture in state-provided mixes may be used provided the batch meets the Slump limit and complies with the proportions required in Section 6-02.3(2) for state-provided mix designs. Slump target value for Class 4000W concrete, concrete for underwater placement, shall be 8-1/2 inches. o I I I I I 33 l. 0 ",",....~ ~ 0 J -- -- _----LI - - III:. '_II.......:.~.:. _-"""l'""'-"-"'" I i I 10 I o o ~~2 X ~ [] i "'---.... -11A I II v- Z <( . :x:1- I-m O:;:E <(::J Wu -'0 ~o U) w~ w :I: , -'I- en u. -0 w> :;1- <(- 0:-' u.<( !!la :I:w I-:I: ZI- j:o zl- w w ;:E::J ::JO Uen 0- o!::: Ww :x:u 1-- !:!:b z W(/) u- -:x: bI- Z r o o l o o - When a high-range water reducer is used, the target s1ump for vibrated concrete may be increased 2 inches while the concrete is affected by the admixture. ' 6-02.3(5) Consistency This section is revised to read: 6-02.3(5) Acceptance of Concrete The concrete producer shall provide a Compliance for each truckload of concrete. of Compliance shall include: Certificate of The Certificate Manufacturer Plant (Batching Facility) WSDOT Contract No. Name of WSDOT Contractor (Prime contractor) Date Time Batched Truck No. Initial Revolution Counter Reading Quantity (Quantity batched this load) Type of concrete either by class or producer design mix no. Cement - Producer, Type, and Mill Certification No. Fly Ash (if used) Brand and Type Approved aggregate gradation designation Target weights per cubic yard and actual batched weights for: Cement Fly Ash (if used) Coarse Concrete Aggregate (each size) Fine Concrete Aggregate Water (including free moisture in aggregates) Admixtures brand, quantity per/100 wt., and total quant-ity batched Air-Entraining Admixture Water Reducing Admixture Other Admixture A copy of the applicable cement mill certificate shall be provided daily with the first load of concrete using the cement from the identified shipment. . The Certificate of Compliance shall be signed by a responsible representative of the concrete producer, other than the driver, affirming the accuracy of the information provided. In lieu of providing a machine produced record containing all of the above information, the concrete producer may use the state-provided printed forms, which will be completed for each load of concrete delivered to the project. 34 -"~'"~~-:nrr:~ = )J o o ) I [] I o o ,~) ') >1' ~I~HJ \;) t'_. , II po z <( . :I:I- I-m O:;:E <C::J Wu -'0 ~o (J)L.U! L.U :I:: -'I- enu. -0 W> ;:EI- <C- 0:-' u.<C !!l6 :x:w I-:x: ZI- ;:0 zl- w W :::i:::J ::JO Uen 0- o!::: Ww :x:u 1-- ~b z woo u- -:x: bI- z .,. 0 I I 0 I I I l 0 IT (.) o .. Acceptance testing will be performed by the State in accordance with WSDOT standard Test Methods as set forth in the WSDOT Laboratory Manual. WSDOT Standard Test Methods intended for use with this specification are: 801 Method of Test for Compressive strength of Molded Cylinders 803 Method of Sampling Fresh Concrete 804 Method of Test for Slump of Portland Cement Concrete 805 Method of Test for Determination of Percent of Entrained Air in Portland Cement Concrete 806 Method of Test for Weight Per Cubic Foot and Cement Factor of Concrete 809 Method of Making, Handling, and storing Concrete Compressive Test Specimens in the Field 811 Method of Capping Cylindrical Concrete specimens The first load of each placement will be evaluated for quality determination by means of slump, entrained air, yield when required, and compressive strength cylinders. Additional loads shall not be placed until the test results for slump and, if applicable, entrained air have been completed. Concrete shall also be tested whenever there is a visual change in the mix and as required by the strength testing schedule herein specified. Concrete properties shall be determined from concrete as delivered to the project and as approved by the Contractor for placement. Concrete shall be sampled as specified in Section 6-02.3(6)0. For the initial quality determination testing and all subsequent testing where a placement system modifies the concrete properties, the test values may be adjusted based on a Contractor's request. The Contractor shall provide the values to adjust the test values, along with a request to perform the initial quality determination tests at other than the point of placement as provided in Section 6-02.3(6)0. In case of questions concerning the Contractor's supplied adjustment values, a test confirming the accuracy of these values shall be performed in accordance with WSDOT test method 803. The water cement ratio shall be determined from the certified proportions of the mix, adjusting for on the jOb additions made prior to acceptance testing. The water cement ratio shall not exceed the proportions approved for the Contractor-provided mix design. No water may be added to a load of concrete after acceptance testing or after placement has begun, except for concrete used in slip-forming. For slip-formed concrete, water may be added during placement but shall not oxceed the maximum water cement ratio in the mix design, and shall meet the requirements for mixing as described in Section 6-02.3(4)C. If water is added, an air 35 '~=-=n____ : - o:l ~ ~.... ............ .'li 10 ---.- I o o Ill" 32 >< ~ L L1 .lI!Io.a:;l::.. ~ ... Z <C ' :1:1- I-m a:;:E <(:::> Wu -'0 ~Cl en w, W :r:' -';- CJ)u. -0 W> ;:EI- <C- 0:-' u.<C en::J _0 :l:w 1-:1: ZI- j:a zl- w w ;:E::J ::JO Uen 0- 01- Ww :I:u 1-- !:!:b z W(/) u- -:I: bI- Z ... l o o o o .. and s~ump test sha~l be taken and entered into the qua~ity level determination for the class of concrete. A s~ump, air, and compressive strength acceptance test wil~ be conducted by the state in conformance to the fo~lowing schedule: Dail.y Production for each class of concrete (Cubic Yards) o to 50 over 50 to 100 over 100 Frequency of Sampling and Testinq 1 2 2 plus 1 per 100 cu.yd. or fraction thereof. Whenever a slump, temperature, or air content test is ouside the acceptance ~imits, the next available ~oad wi~l be tested before p~acement. No further placement wi~l be a~lowed until corrective action and further testing indicates acceptable materials are being provided. Testing of the subsequent loads may return to specified frequency when the test results from two successive loads meet the acceptance limits. When either of the last two loads of a placement are outside the acceptance limits, the requirement for testing shall extend to the next scheduled placement of the same class of concrete. The successive testing requirement may be waived by the Engineer if a corrective action proposal is received and approved. The acceptance limits for slump shall be the target value 1-1/2 inches, except that for commercial concrete the maximum Slump shall be 4 inches for vibrated concrete and 7 inches for non-vibrated concrete. The acceptance limits for entrained air shall be the target value 1-1/2 percent, except that for commercial concrete the minimum entrained air content shall be 4-1/2 percent for above ground applications. The Contractor may observe any of the sampling or testing performed by the Engineer. If the Contractor obsf,\rves a deviation from the specified sampling or testing procedures, the Contractor shall verbally describe the deviations observed to the Engineer's designated representative or alternate immediately, and confirm any deviations observed to the Engineer in writing within 24 hours. Concrete made with a Contractor-provided mix design will be accepted based on conformance to the requirement for slump, telnperature, entrained air content for concrete used above finished ground line, and the specified compressive strength at 28 days as tested and determined by the State. 36 _."".~~_,...","",~":t~::""-==~ ~ o ) ;0 '- o - .. hLl'-IIl' _ Ll - .--...'-.' ~. lIIl _.III - -- I o o 32 X; [J ..,.'.. ~nl ~...... ,~~JU;;~~";~', Z <l: . :I:I- I-m O:;:E <C:::::. Wu -'0 ~o c.nWi w:I:! -'I- U')u. -0 W> ;:EI- <C- 0:-' u.<C U')::J _0 I :x:w I-:I: ZI- j:O ZI- I WW ;:E::J ::JO' UUl 0- I a!::: Ww :x:u 1-- !:!:b I Z wu) u- -:x: bl- I Z I .,.. 0 o 'L-O - ~_.- o o .. at 28 days as tested and determined by the state. Commercial class concrete will be accepted by a Certificate of Compliance issued by the concrete producer. The state will conduct acceptance tests confirming that the concrete meets the specified slump, temperature, entrained air content when concrete is used above finished groundline, and specified compressive strength at 28 days. Acceptance of concrete made in accordance with a state-provided concrete mix shall be based on compliance with the specified proportions, and requirements for slump, temperature, and entrained air content meeting the specified values. Tests for the 28-day compressive strength will be performed by the state for informational purpose only. The following 5 new sections are added: 6-02.3(5)A statistical Evaluation Of Concrete Slump and air content will be statistically evaluated for determination of the quality level of Contractor-provided mixes and state-provided mixes in accordance with Section 1-06.2(1). Commercial concrete will not be subject to statistical evaluation for slump and entrained air content. Tolerance limits for evaluating quality level will be 3/4 inch for slump and 0.8 percent for air content applied to the specified target value. These tolerance limits constitute the allowable limits as described in Section 1-06.2(1). Each lot of concrete shall consist of all the concrete of a given class produced for the contract and further separated as to the specified requirement for entrained air. Within the lot, sublots shall be established for evaluation of slump and air content. Sublots shall be determined by the requirement for compressive strength tests elsewhere described. For a lot of concrete with more than one target value for any constituent, statistical evaluation shall be based on the greatest target value. All test values being evaluated for a lower target value I3hall be increased by the difference between the respective target value and the largest target value. After three sublots have been produced, the Engineer will make avaIlable to the Contractor a copy of the results of all the acceptance testing performed in the field by 7: 00 AM the morning of the next working day after sampling. The Engineer will also make available the CPF of the completed sublots by noon of the next working day. 6-02.3(5)B Required Corrective Action 37 = ) R. ___"ilL o ~ ~_---Ll~I~ ... """'- - 10 I - - o o ....L1:::...-11J.~..tllIIldwl....g-- J&.L -- 32 X I 0 ......- __ _'---w'" o o .. Z <C . :x:1- I-m 0::; <(::J Wu -'0 ~Cl en UJ, L.U :c I -'I- enu. -0 W> :EI- <C- 0:-' u.<C >!la :X:w I-:x: ZI- j:O ZI- W W ;:E::J ::JO Uen 0- O!::: UJw :X:u 1-- !:!:b Z wen u- i=~ o Z Concrete placement operations shall be shut down whenever the Composite Pay Factor for a lot in progress: 1. Drops below 1.0000 and the Contractor is taking no corrective action, or 2. Is less than 0.9000. The placement operations shall not resume until such time as the Engineer is satisfied that specification material can be produced. An entire lot with a Composite Pay Factor of 1ess than 0.8500 will be rejected. The designated percentage reduction as defined in Section 1-06.2(1) under Financial Incentive Paragraph 1 item 3, shall be 10 percent of the base price for concrete as defined in Section 6-02.3(5)E. 6-02.3(5)C Rejecting Concrete Rejection by Contractor The Contractor may, prior to samp1ing, elect to remove any defective material and replace it with new material at the Contractor's expense. Any such new material will be sampled, tested, and evaluated for acceptance. y Rejection Without Testing - The Engineer, prior to sampling, may reject any batch or load of concrete that appears defective in composition or slump. Material rejected before placement shall not be incorporated in the structure. Compensation - No payment wi11 be made for the rejected materials or the removal of any materials unless the Contractor requests that the rejected materia1 be tested. If the Contractor elects to have the rejected material tested, a minimum of three representative samples wi11 be obtained and tested for slump. compensation for the material wi11 be based on conformance with the statistical acceptance, except that if the Composite Pay Factor for the slump of the rejected material is less than 0.9000, no payment will be made for any removal cost of the rejected material, and in addition, the cost for obtaining and testing the samples shall be borne by the Contractor. However, if the Composite Pay Factor for the rejected material is equal to or greater than 0.9000, the cost for sampling and testing will be borne by the state. For the rejected material the basis of compensation wi11 be the invoice cost of the ready mix concrete plus ten percent. 6-02.3(5)0 Concrete With Non-Conforming strength 38 o o \... o ~ ._~&I9l ....J _:l o lJ ____.b_-': I o o ~ .-. 32xijU o @~~ o .. Concrete produced in accordance with a Contractor-provided mix design or commercial concrete, which fails to meet the specified compressive strength at 28 days will be evaluated by comparison of the compressive test strength (fc) with the specified compressive strength (f'c) as follows: 1. If ( f'c - fc ) is less than 60 psi, the concrete will be accepted as being in conformance and no payment adjustment shall apply. 2. If the ( f'c - fc ) value is between 60 and 500 psi the engineer a. May require corrective action at no additional expense to the State; or b. May accept the concrete with a calculated payment adjustment. ~. If the ( f'c - fc ) value is greater than 500 psi, the Engineer will: a. Require the complete removal and replacement with concrete meeting the specifications at no additional expense to the state; or b. Require corrective action at no additional expense to the state; or c. Accept the concrete where the finished product is found to be acceptable for the intended purpose, with a calculated payment adjustment. Where found acceptable without corrective action, the quantity of concrete represented by an acceptance test that fails to meet the specified compressive strength will be SUbject to the following payment adjustment. Payment Adjustment = 0.0005 ( f'c - fc ) U.P. where days f'c specified compressive strength at 28 compressive strength at 28 days as determined by WSDOT test methods. unit contract price per cubic yard for the class of concrete involved. Where these Specifications designate payment for the item on a lump sum basis, the unit price of concrete shall be taken as $300.00 per cubic yard for concrete Class 4000, 5000, and 6000. For concrete Class 3000 and commercial. concrete the unit price for concrete shall be $150.00 per cUbic yard. 6-02.3(5)E Quality Incentive Compensation for Concrete fc V.P. 39 : - o~, .1 10 I o o 32x 10 ,:;..."t'~j),~'.C1 Z <C . :I:I- I-m 0::; <t::J Wu -'0 UCl en ' 1n ~I -' 1-. enu. -0 w> ;:EI- <C- 0:-' u.<C !!la :I:w I-:I: ZI- j:O ZI- ww ;:E::J ::JCl Uen 0- Cl!::: Ww :l:U 1-- !:!:b Z wen u- -:I: b.... Z y o o liillo._ o o .. A maximum of 5 percent incentive payment is possible for any concrete lot being statistically evaluated for the constituents of slump and entrained air content. The price adjustment factor for these two constituents shall ,be 0.40 for slump and 0 .60 for air content. A maximum of 2 percent incentive payment is possible for concrete evaluated for slump only. For purposes of incentive price adjustment the base price for concrete shall be the invoice cost of the ready mix concrete plus 100 percent. No negative incentive payments shall be assessed for CPF less than ~.ooo other than corrective action required by section 6-02.3(5)B. For each lot of concrete produced under Statis'tical Acceptance for slump, and air content if applicable, a Quality Incentive Factor (QIF) will be determined. The QIF equals the difference between the Composite and unity with regard to sign. The Quality Incentive Price Adjustment will be calculated as the product of the QIF, the quantity of concrete in the lot in cubic yards, and the base price per cubic yard of concrete as defined above. 6-02.3(6) Placing Concrete The first paragraph is revised to read: The Contractor shall not place concrete: 1. On frozen or ice-coated ground or subgrade; 2. Against or on ice-coated forms, reinforcing steel, structural steel, condui ts, precast members, or construction joints; 3. Under rainy conditions; placing of concrete shall be stopped before the quantity of surface water is sufficient to affect or damage surface mortar quality or cause a flow or wash of the concrete surface; 4. In any foundation until the Engineer has approved its depth and character; 5. In any form until the Engineer has approved it and the placement of any reinforcing in it; or 6. In any work area when vibrations from nearby work may harm the concrete's initial set or strength. 6-02.3(6)A Weather and Temperature Limits to Protect Concrete The first and second sentences of the tenth paragraph are revised to read: Any concrete placed in air temperatures below 35 degrees F shall be immediately surrounded with a heated enclosure. Air temperature within the enclosure shall be maintained between 40 L 0- _.h"~=_ u...-.JlI =~~. ,.0 ~. ? '-- ~- III .Ild._ i! ; ! ! I; J .1 ! II ; 10 yo I - o o .L i ~2xILJ. \1~ll:'t~:~;h.': Z <C . :x:1- I-m O:;:E <C::::> Wu -'0 ;;;0 ~~l -'I- enu. -0 W> :21- <C- 0:-' u.<C >!2a :X:w I-:x: ZI- j:O ZI- w w ~~ Uen 0- O!::: Ww :X:u 1-- !:!:b Z WCJ) u- i=~ o Z ,.. o o I I I I I I I I I I I ( o o .. 50 and 90 degrees F and the relative humidity shall be above 80 percent. These conditions shall be maintained for a minimum of seven days or for the cure period required by section 6-02.3(11), whichever is longer. 6-02.3(9) Vibration of Concrete Items 3 and 4 in the second paragraph are revised to read: 3. Insert the vibrator slowly to a depth that will effectively vibrate the full depth of each layer, penetrating into the previous layer on multilayer pours; 4. Protect partially hardened concrete (i.e., non-plastic - which prevents vibrator penetration when only its own weight is applied) by preventing the vibrator from penetrating it or making direct contact with steel that extends into it; 6-02.3(10) Roadway Slabs The first two sentences of the 16th paragraph of this section (on Page 219) are revised to read: If necessary, as determined by the Engineer, the Contractor shall float the surface left by the finishing machine to remove roughness, minor irregularities, and seal the surface of the concrete. Floating shall leave a smooth and even surface. The floats shall be at least 4-feet long. The first sentence of the 22nd paragraph of this section (on page 220) is revised to read: If the Plans call for an overlay (to be constructed under the same contract) such as asphalt concrete, latex modified concrete, epoxy concrete, or similar, the Contractor shall produce the final finish by dragging a strip of damp, seamless burlap lengthwise over the full width of the slab or by brooming it lightly. 6-02.3(11)A curing and Finishing Concrete Traffic and Pedestrian Barrier The fifth paragraph is revised to read: After the ten-day curing period, the Contractor shall remove from the barrier all form-release agent, mud, dust, and other foreign substances in either of two ways: (1) by light sAndblasting and washing with water, or (2) by spraying with a high-pressure water jet. The water jet equipment shall use clean fresh water and shall produce (at the nozzle) at least 1500 psi with a discharge of at least three gpm. The water 41 o = 0-:) i ! I j I 1 'I ] 10 ..L.I1N3!~ J. - ba1g..m....u.. --II .... ~~.MIIIIt.:. -.........- ...,-------Lb. ~l I o o 32X;O .:1111 ~ -__u -- IiIi'" ,;;:~S"~~ Z <C . :I:I- I-m O:;:E <C::J Wu -'0 Uc en . en UJ \ w:x:, -'I- en u. -0 w> :;1- <C- 0:-' u.< !!la :I:w I-:I: ZI- j:a zl- ww ;:E::J ::Jc uen 0- o!::: Ww :x:u ~~ z Woo u- -:x: be- z ,.. o o 'f o o .. jet nozzle shall have a 25-degree tip and shall be held no more than nine inches from the surface being washed. Number 3 under Item A of the ninth paragraph is revised to read: 3. After the ten-day curing period, remove the curing compound completely by light sandblasting or by spraying with a high-pressure water jet to produce an even surface appearance. The water jet equipment shall use clean fresh water and shall produce (at the nozzle) at least 2500 psi with a discharge of at least 4 gpm. The water jet nozzle shall have a 25-degree tip and shall be held no more than nine inches from the surface being cleaned. 6-02.3(12) Construction Joints The second sentence of the third paragraph is revised to read: The grooves shall be at least 1/2-inch wide, from 1/4-inch to 1/2-inch deep, and spaced at 1/2-inch to 1-inch centers. 6-02.3(16) Plans for Falsework and Forms The fourth paragraph is deleted. The third sentence of the seventh paragraph is revised to read: The Contractor shall furnish copies of the design calculations to the Bridge and structures Engineer for examination as a condition for approval. 6-02.3(16)A Non-preapproved Falsework and Forming Plans The first paragraph is revised to read: In addition to the copies required in Section 6-02.3(16), for non-preapproved plans the Contractor shall send six copies of all falsework plans and all forming plans, and two copies of their respective design calculations, to the Bridge and structures Engineer, Department of Transportation, Transportation Building, Olympia, WA 98504. 6-02.3(16)B Pre approved Forming Plans The first sentence of the first paragraph is revised to read: To streamline the plan approval process, the Contractor may request preapproval on form plans for abutments, wingwalls, diaphragms, retaining walls, columns, girders and beams, box culverts, railings, and bulkheads. The first sentence of the second paragraph is revised to read: 42 lir,- .-.,<'...."'""......_~.~ - --- - ~.<!I~UII ------- l o : o .1 _IIllJlll I i l ! I \ lID _ "~-"-7" ~~ I o o 32X ~ 0 UIliallt:lIi1~~ ___ v """"""'" Z <C . :x:1- I-m 0::; <C::J Wu -'0 ua en . [{l !:J!i -'I- enu. -0 w> :;1- <C- 0:-' u.<C !!la :I:w I-:I: ZI- j:o zl- W w :; ::J' :.::l O. Uen 0- o!::: Ww :x:u 1-- ~b z w(J) u- -:x: bI- z r r I I I I I I I I .,. o o o o .. To apply for preapproval, the Contractor shall submit one reproducible drawing for each plan sheet and two copies of the design calculations to the Bridge and structures Engineer, Department of Transportation, Transportation Building, Olympia, WA 98504. 6-02.3(17)A Caps, Piling, Posts, and Mudsills The first paragraph is supplemented with the following: When using piling to support the falsework, the Contractor's falsework plans shall specify the minimum required bearing and penetration for the piling. 6-02.3(17)C Bracing The fifth paragraph is revised to read: On prestressed girder spans, the Contractor shall install X-bracing between girders at each end and midspan to prevent lateral movement or rotation. This bracing shall be placed immediately after erection of the girders. The bracing shall not be removed until the diaphragms or roadway slab are cast and cured for a minimum of 24 hours. This section is supplemented with the following: Roadway deck forming systems may require bracing, strutting, or ties between girders for the girder to adequately support the form loading. When braces, struts, or ties are required, they shall be designed and detailed by the Contractor and shall be shown on the falsework/formwork plans submitted to the Engineer for approval. These braces, struts, and ties shall be furnished and installed by the Contractor at no additional cost to the state. 6-02.3(17)G Slab forms on Steel Spans The subtitle of this section is revised to read: 6-02.3(17)G Concrete Forms on Steel Spans The first sentence of the first paragraph is revised to read: Concrete forms on all steel structures shall be removable and shall not remain in place. 6-02.3(17)J Removal of Falsework and Forms The first sentence of the fourth paragraph is revised to read: 43 : G ::~::> . Lt.....-A~~ ,.'."~......~~~.. ( 0 ..&.:aII._ - .<Ih.-__- I>IIIL:IM:>.__.IIIL .dll!LaMIft:I~1l iIUL_ " \ I I I I I j j 1 10 -----<1._ ~-.~ I o o 32 X I 0 ---"'11 lj[J~~JMJK ~1-.1 ~'.t;,,~,~,,;:,,;) z <(, :x:f- I-m 0:::;; <C::J WU -'0 Uo en ' (J)W\ UJ J: \ -'I- U)u. -0 w>- ;:EI- <C- 0:-' u.<C !!la :X:w I-:x: ZI- j:o zl- w W :;::J ::JO Uen 0- o!::: Ww :x:u 1-- !:!:b z wen u- -:x: bI- z Y' "' o o \.. r (.) o .. The Contractor may remove side forms, traffic barrier forms, and pedestrian barrier forms after 24 hours if these forms are made of steel or dense plywood, an approved water reducing additive is used, and the concrete reaches 1,400 psi before form removal. The second sentence of the fourth paragraph is deleted. The ninth paragraph is revised to read: On concrete box girder structures, the forms supporting the roadway slab shall rest on le~gers or similar supports without being shored to, or supported on, the bottom slab. These form supports shall be fastened as near as possible to the top of the web walls. Unless the Plans call for their removal, the roadway slab interi.or forms for concrete box girder structures may be left in place. The last sentence of the tenth paragraph is revised to read: The forms inside of hollow piers, girders, abutments, etc., shall be removed through the openings shown in the Plans. The following new section is added: 6-02.3 (17) K Early Concrete Test Cylinder Bx-ealcs The fabrication, curing, and testing of the early cylinders shall be the responsibility of the Contractor. The Contractor shall retain an independent testing laboratory to perform this work. The concrete cylinders shall be molded in accordance with WSDOT Test Method 809 from concrete last placed in the forms and representative of the quality of concrete placed in that pour. The cylinders shall be cured in accordance with WSDOT Test Method 809, method 2. The Engineer may approve the use of cure boxes meeting the requirements of this test method. Special cure boxes to enhance cylinder strength will not be allowed. The concrete cylinders shall be tested for compressive strength in accordance with WSDOT Test Method 801. The number of early cylinder breaks shall be in accordance with the Contractor's need and as approved by the Engineer. The Contractor shall furnish the Engineer with all test results. The test results will be reviewed and approved before any forms are removed. The Contractor shall not remove forms without the approval of the Engineer. 44 r -- --~~: ---- o o:=~, .~ - -..- -~~ ~.:.~ ) If] ~=~ ... :---=.:.::::..~ -- I o o ~ I 3~ r ;;;f;.!,;~'jm~~l, Z <C . :I:I- I-m C:;:E <C::J Wu -'0 ~O U) Wi W :I: I -' 1-' rn u. -0 w> ;:EI- <C- 0:-' u.<C !!la :I:w I-:x: ZI- j:o zl- w w ~~ Uen 0- o!::: Ww :X:u 1-- !:!:b Z WOO U- -:x: bi- z ,.. o o - Jl!L ~ o o .. Test laboratories used for this work shall be approved by the Engineer. All costs in connection with furnishing cylinder molds, fabrication, curing, and testing of early cylinders shall be included in the unit contract prices for the various bid items of work involved. 6-02.3(18) Placing Anchor Bolts Items 2, 3, and 4 are revised to read: 2. If the bolts are set in drilled holes, hole diameter shall exceed bolt diameter by at least 1 inch. Grouting shall comply with Section 6-02.3(20) as amended. 3. If the bolts are set in pipe, grouting shall comply with Section 6-02.3(20) as amended. 4. If freezing weather occurs before bolts can be grouted into sleeves or holes, they shall be filled with an approved antifreeze solution (nonevaporating). 6-02.3(19) Elastomeric Bearing Pads This section is deleted in its entirety and replaced with the following heading: 6-02.3(19) Bridge Bearings The following two new sections are added: 6-02.3(19)A Elastomeric Bearing Pads The Contractor shall use rubber cement to bond the lower contact surface of elastomeric bearing pads to the structure. 6-02.3(19)B Bridge Bearing Assemblies For all fixed, Sliding, or rolling bearings, the Contractor shall: 1. Machine all sliding and rolling surfaces true, smooth, and parallel to the movement of the bearing; Polish all sliding surfaces; Anchor expansion bearings securely, setting them true to line and grade; Coat all sliding surfaces thoroughly with oil and graphite just before placing them into position; and Avoid placing concrete in such a way that it might interfere with the free action of any Sliding or rolling surface. 2. 3. 4. 5. 45 o = G~ .JI~IL.' .- .-.- 1IlIIlIII.~ LL:J.l nil. ___~ ~ .-.w__. ...L-...l1 I i I I I , I 1 10 I o o 32 X 10 v- o ,"~,:Ji.'7';~'-il o .. Z <C . :1:1- I-m O:;:E <C::J Wu -'0 Uo en , ~~I -'I- enu. -0 w> ;:EI- <C- 0:-' u.<C !!la :I:w I-:I: ZI- j:o zl- ww, ;:E::J ::JO Uen 0- Cl!::: Ww :I:U 1-- !:!:b z wtJ) u- -:I: bI- Z Grout placement under steel bearings shall comply with Section 6-02.3(20) as amended. 6-02.3(20) Steel Expansion Bearings This section is revised in its entirety as follows: 6-02.3(20) Grout for Anchor Bolts and Bridge Bearings Grout shall be a prepackaged grout, mixed, placed, cured as recommended by the manufacturer, or the grout shall be produced using Type II portland cement, fine aggregate Class 1, and water, in accordance with these Specifications. Grout shall meet the following requirements: Requirement Test Method Values Compressive Strength AASHTO'T 106 4,000 psi @ 7 days r Grout shall be a workable mix with flowability suitable for the intended application. If the Contractor elects to use a prepackaged grout, a material sample and laboratory test data from an independent testing laboratory shall be submitted to the Engineer for approval with the request for approval of material sources. If the Contractor elects to use a grout consisting of Type II portland cement, fine aggregate Class 1, and water, the mix proportions and laboratory test data from an independent test laboratory shall be submitted to the Engineer for approval with the request for approval of material sources. The Contractor shall receive approval from the Engineer before using the grout. Before placing grout, the concrete on which it is to be placed shall be thoroughly cleaned, roughened, and wetted with water to ensure proper bonding. The grout pad shall be kept continuously '~et with water until a strength of 2,000 psi is attained. o o Before placing grout into anchor bolt sleeves or holes, the cavity shall be thoroughly cleaned and wetted to ensure proper bonding. To grout bridge bearing masonry plates, the Contractor shall: 1. Build a form approximately 4 inches high with sides 4 inches outside the base of each masonry plate; 2. Fill each form to the top with grout; 46 " ""~"'~-"~'~ ",~-."--,._..........,,.. - : -) L 0 0 - Lt:... ~l l __Jb....__ - ~ ~~d1~ ~1UI "-wa --..- : i t ~ 1\ ,! i I \ , II , 1. , , " II , I : I i I I 10 .......- I o o 32 X ~ 0 v 4'~~ Z <C . :I:I- I-rE O:;:E <C::J Wu -'0 ~o cnW, w :x: I -'I- enu. -0 w>- ~!::: 0:-' u.<C !!la :X:w I-:x: ZI- j:o zl- w w ~~,' Uen 0- o!::: Ww :x:u 1-- !:!:b z Woo u- -:x: bI- z r o o I I I I ( I I I I I ( ~l~U~~~" o o o .. 3. Work grout under a11 parts of each masonry plate; 4. Remove each form after the grout has hardened; 5. Remove the grout outside each masonry plate to the base of the masonry plate; 6. Bevel off the grout neatly to the top of the masonry; and 7. Place no additiona1 load on the masonry plate until the grout has set at least 72 hours. After all grout under the masonry plate and in the anchor bolt cavities has attained a minimum strength of 4,000 psi, the anchor bolt nuts shall be tightened to snug-tight. "Snug-tight" means either the tightness reached by (1) a few blows from an impact wrench, or (2) the full effort of a man using a spud wrench. Once the nut is snug-tight the anchor bolt threads shall be burred just enough to prevent loosening of the nut. 6-02.3(23) Opening to Traffic The first sentence of the first paragraph is revised to read: Bridges with a roadway slab made of portland cement concrete shall remain closed to all traffic, including construction equipment, until the concrete has attained the minimum ultimate strength. The following paragraph is added after the first paragraph: For load restrictions on bridges under construction, refer to Section 6-01. 6. 6-02.3(24)A Field Bending This section is revised in its entirety by the following: If the Plans call for field bending of steel reinforcing bars, the Contractor shall bend them in keeping with the structure configuration and the Plans. Bending steel reinforcing bars partly embedded in concrete shall not be done until the Engineer has given written approval of the field-bending plan from the Contractor. Approval for such bending will be given only for bars smaller than Size No. 14. ' Field Bending shall not be done: 1. On bars Size No. 14 and 18, 2. When air temperature is lower than 45 degrees F, 3. By means of hammer blows or pipe sleeves, or 47 : O-T:) ~- ~--- ---- ~ -- .- -- - t' / I 1 I 1 I I 1 10 -~ I o o 32 >< ~ 0 Ilb.dlo............ , '":;;~:J:ilr~7-,,~~:::':;1 Z <C . :I:I- I-m 0:;:E <C:::J Wu -'0 Ua ~Wl w ::I:~ ...J 1-' enu. -0 W> ;:EI- <C- 0:-' LL<C !!la :I:UJ I-:I: ZI- j:a zl- ww :;::J ::JO Uen 0- 01- Ww :X:u 1-- !:!:b z , woo u- -:I: bI- Z .,.. I 0, o .... \. o o o .. 4. While the bar temperature is in the range of 400 to 700 degrees F. In field-bending steel reinforcing bars, the Contractor shall: 1. Make the bend gradually; 2. Apply heat as described in Tables 2 and 3 for bending bar Sizes No. 7 through No. 11. and for bending bars Sizes No. 6 and smaller when the bars have been previously bent. Previously unbent bars of Sizes No. 6 and smaller may be bent without heating; 3. Use a bending tool equipped with a bending diameter as listed in Table 1; 4. Limit any bend to these maximums: 135 degrees for bars smaller than Size No.9, and 90 degrees for bars Size No. 9 through No. 11; and 5. straighten by progressively used) moving a hickey around the bend. bar (if In applying heat for field-bending steel reinforcing bars, the Contractor shall: 1. Use a method that will avoid damage to the concrete; 2. Insulate the concrete within 6 inches of the heated bar area; 3. Ensure by means of temperature-indicating crayons, or other suitable means, that the steel temperature never exceeds the maximum temperature shown below; 4. Maintain the steel temperature within the required range shown below during the entire bending process; Apply two heat tips simultaneously at opposite sides of bars larger than Size No. 6 to assure a uniform temperature throughout the thickness of the bar. For Size No. 6 and smaller bars, apply two heat tips, if necessary; 5. 6. Apply the heat the bend area including its temperature; for a long enough time that within the entire thickness of the bar, center, reaches the required 7. Bend immediately after the required temperature has 4B - C o -~ - -- -L1l1l.'lall..-...u J 10 =='~-'"' .. - I o o 32xgD .....dlidJ:l ....aI ~ ,:~('~.4I:'f;!ihl:iif.l z <( . :1:1- I-m 0::; <C::J wu -'0 ~Cl (J)Wi w::I:1 -'I- enu. -0 W> ;:EI- <C- 0:-' u.<C !!la :l:W I-:I: ZI- j:a zl- w w ;:E::J ::JCl Uen 0- o!::: ww :l:u 1-- !:!:b z WCf) u- -:I: 13.... z ,.. o o I I I I I l o o o .. been reached; 8. Heat at least as much of the bar as indicated in Table 3; 9. Locate the heated section of the bar to include the entire bending length; and 10. Never cool bars artificially with water, forced air, or other means. TABLE 1 Bending Diameters for Field-Bending Reinforcing Bars Bar No. No. No. No. size 4 5, No. 6 7, NO.8, No.9 10, No. 11 Bend Diameter/Bar Heat Not Applied 6 8 Not Permitted Not Permitted Diameter Ratio Heat Applied 8 8 8 10 ~r No. No. No. TABLE 2 Preheating Temperatures for Field-Bending Reinforcing Bar Temperature (F) Minimum HsximYm 1,100 1,200 1,150 1,250 1,200 1,300 size 4, NO.5, NO.6 7, No.8, No.9 10, No. 11 TABLE 3 Minimum Bar Length to be Heated (d = nominal diameter of bar in inches) Bar No. No. No. Size 4 thru No. 8 9 10, No. 11 Bend ~ 12d 12d 14d Angle .1ll.!. 15d Not Permitted Not Permitted ~ ad ad 9d 6-02.3(24)C Placing and Fastening The fourth paragraph is replaced with the following two paragraphs: For slip-formed concrete, the reinforcing steel bars shall be tied at all intersections and crossbraced to keep the cage from moving during concrete placement. Crossbracing shall be with additional reinforcing steel. Crossbracinq shall be placed both longitudinally and transversely. After reinforcing steel bars are placed in a traffic or 49 : o ~.-l I!- , Jill .... I ~ \ '1 fJ ..Ill -..................- I J~ o o 32 X I [J LL..l -...~y ~Ia'" o ;<.",;~:,,<;;~.~~. o - Z <C . :x:1- I-m 0::; <C::J Wu -'0 ~a CJ)w, w:X:, -'I- en u. -0 w> :;1- <C- 0:-' u.<C en::J _0 :l:w I-:x: ZI- j:a zl- w w ;:E=> ::JCl Uen 0- o!::: Ww :X:u 1-- !:!:b z wCJ) u- -:I: bI- Z pedestrian barrier and prior to slip-form concrete placement, the Contractor shall check clearances and reinforcing steel bar placement. This check shall be accomplished by using a template or by operating the slip-form machine over the entire length of the traffic or pedestrian barrier. All clearance and reinforcing steel bar placement deficiencies shall be corrected by the Contractor before slip-form concrete placement. 6-02.3(24)E Welding Reinforcing Steel This section is revised to read: Wel.ding of steel reinforcing bars shall requirements of the Special Provisions, Specifications. When welding is required, steel reinforcing bars shall be supplied that are suitable for welding. steel which is to be wel.ded shall have a maximum carbon equivalent of 0.65 percent. The carbon equivalent shall be determined by the following formula: conform to the Plans, and these CE = % C + % Mn/6 + % Cu/40 + % Ni/20 + % Cr/10 - % Mo/50 - % Vila o In addition, carbon shall not exceed 0.45 percent nor manganese 1.30 percent. Before any welding begins, the Contractor shall obtain the Engineer'S approval of a written welding procedure for each type of welded splice to be used, including the procedure specifications and joint details. The procedure specifications shall specify: material specification; manual or machine; position of weld; filler metal specification ~nd classification; shielding gas; single or multiple pass; single or multiple arc; either shielded metal arc, flux cored arc or gas metal arc welding process; preheat and interpass temperature; welding current; polarity; and root treatment. The welding procedure shall specify welding sequence, pass number, electrode size, welding current amperes and voltage for each joint detail. All the aforementioned information shall be contained on a form that specifies the procedure number, revision number, and the Contractor. The form shall be signed and dated. Electrodes for manual shielded metal arc welding (SMAW) of Grade 60 steel reinforcing bars shall conform to the requirements of AWS A5.5 of the low hydrogen E90 series. Solid and composite electrodes for gas metal arc welding (GMAW) and flux-cored arc welding (FCAW) of Grade 60 steel 50 I o o r o "~"",,,,,,,,,,,,""'.~___M"""'~ICC&lU'l;llu"P--- = 0 ) 10 32 X ~ [] ~L -; ~ LJlI l UIl<IR ... - ~.-,,~..- UlllI-. ~ ~.dllI1 .1'111111181 Il... o ......111_ _ ~__L r o o - z <( , :1:1- I-d] O:;:E <(::J Wu -'0 ~o en w. w :I:~ -'I- enu. -0 w>- ;:EI- <C- 0:-' u.<C !!la :l:w 1-:1: ZI- j:o zl- w w ;:E::J ::JO Uen 0- o!::: Ww :l:u 1-- !:!:b z Wt/) u- -:I: bf- Z reinforcing bar shall conform to the requirements of AWS A5.28, ER90S and AWS A5.29, E90T respectively. The Contractor shall demonstrate that each combination of electrode and shielding proposed for use will produce the following mechanical properties: FCAW Grade E90T Tensile strength Yield strength Elongation in 2 inches 90,000 psi 78,000 psi 17% Compliance may be verified from manufacturer's certified test reports, or from actual testing of weld specimens. All welding shall be protected from air currents, drafts, and precipitation to prevent loss of heat or loss of arc shielding. Short circuiting transfer with gas metal arc welding will not be allowed. Slugging of ~eld~ will nut be allowed. No field weldir-.g of reinforcing bars will be permitted when the ambje:;c temperature is below 32 degrees F. 'rhe minimum preheat and interpass temperature for welding Grade 60 reinforcing bars shall be 400 degrees F. Preheating shall be applied to the reinforcing bars alld other splice members within 6 inches of the weld, unless limited by the available lengths of the bars or splice member. Generally, postheating of welded splices is only required for direct butt welded splices of Grade 60 bars of size No. 9 or larger and shall be don~ immediately after welding before the splice has cooled to 700 degrees F. Postheating shall be not less than 800 degrees F nor more than 1,000 degrees F and held at this temperature for not less than 10 minutes before allowing the splice to cool naturally to ambient temperature. Weld joint and welder qualifications shall be made by the following procedures. 'l'he joint qualification and welder qualification shall be according to the following tests. ,.. Under supervision of the state Materials and Fabrication Inspector, the welder shall weld three test joints of the largest size reinforcing bar to be weld spliced. Two of the test welds shall be test loaded to no less than 125 percent of the minimum specified yield strength of the bar. The remaining test weld shall be mechanically cut perpendicular to the direction of welding and macroetched. Indirect butt splices shall be cut mechanically at two locations to provide a transverse cross section of each of the bars spliced in the test assembly. The sections shall show the full cross section of the weldment, the root of the weld, and any reinforcement. The etched cross section shall have complete penetration and complete fusion with the base metal and between successive o I I I r I I \.. .,,_.~,.~~==--:- o )) o 51 - lIII~ -1~ - ~_181_'" l_bdII..:-11 I~ --- NMlo:llIIIItI "_~~M ~ iJ I o o !:l,,-., 3~2 X ~ U ~ ..1iB1II---- -~ po rc:,,~ltef..,,~ Z <C . :1:1- I-m ~~, Wu -'0 ~o ~~! -'I- ef; u. -0 W> ;:EI- <C- 0:-' u.<C !!la :X:w I-:x: ZI- j:o zl- w w ;:E ::J' ::JCl Uen 0- o!::: Ww :l:u 1-- !:!:b z wen u- -:I: b~ z r o o o o - passes in the waldo Groove welds of direct butt splices and flare-groove welds shall not have reinforcement exceeding 1/8 inch in height measured from the main body of the bar ",nd shall have a gradual transition to the base metal surface. No cracks will be allowed in either the weld metal or heat-affected zone. All craters shall be filled to the full cross section of the weld. Weld metal shall be free from overlap. Undercutting deeper than 1/32 inch will not be allowed except. at points where welds intersect the raised pattern of deformations where undercutting less than 1/16 inch deep will be acceptable. The sum of diameters of piping porosity in groove welds shall not exceed 1/8 inch in any linear inch of weld or exceed 9/16 inch in any 6 inch length of weld. Corrections to welds with shielded metal arc, gas metal arc, or flux-cored arc welding processes shall be made in accordance with Engineer's approval. A welder qualified in the vertical position shall then be qualified for the horizontal and flat positions. A welder qualified for the horizontal position shall then be qualified for the flat position but not the vertical position. A welder qualified in the flat position shall be qualified for the flat position only. Welders qualified for direct butt splice groove welds are qualified for indirect butt splice groove welds and fillet welds. A welder qualified for indirect butt splice grooved welds is not qualified for direct butt splice welds. The welder qualifications shall remain in effect indefinitely unless (1) the welder is not engaged in a given process of welding for which he/she is qualified for a period exceeding six months, or (2) there is some specific reason to question a welder's ability. Weld joint geometry shall be as shown in the Plans and these Specif ications. Welding machines shall be D. C current, reverse polarity and in good working condition. The Contractor is responsible for using a welding sequence that will limit the alignment distortion of the bars due to the effects of welding. The maximum out-of-line permitted will be 1/4 inch from a 3.5 foot straight edge centered on the weld and in line with the bar. The following procedure for welding steel reinforcing bars is recommended. Sheared bar ends shall be burned or sawed off a minimum of 1/2 inch to completely remove the ruptured portion of the steel shear area prior to welding butt splices. Surfaces to be welded shall be smooth, uniform, and free from fins, tears, cracks, and other defects. Surfaces to be welded and surfaces adjacent to a weld shall also be free from loose or thick scale, slag, rust, moisture, 52 c ~ ba.a.... o o =-,) I: ! ! . I I! 10 I o o 32 X 10 If ;"~.o;;.~,;;r;::Iw;;.} I I ~. I :x: I- I-m 0::::; I <C::J ~g ~o enW, I wI! -'I- enu. -0 ~ ~ I ~::; u.<C !!l5 :x: W I 1-:1: ZI- j:o Z I- I W W ~~ Uen 0- Cl !:: I Ww ~~ ~b Z WCJ) ~J: bI- z or o o -~ I L I I I \.. o o .. grease, paint, epoxy covering, or other foreign materials. All tack welds shall be within the area of the final weld. No other tack weld will be permitted. Double bevel groove welds require chipping, grinding, or gouging to sound metal at the root of the weld before welding the other side. Progression of vertical welding shall be upward. The ground wire from the welding machine shall be clamped to the bar being welded. Should the Contractor elect to use a procedure which differs in any way from the procedure recommended, the Contractor shall submit the changes, in writing, to the Engineer for approval. Approved weld procedures shall be strictly followed. 6-02.3(24)F Mechanical Butt Splices This subtitle is revised to read: 6-02.3(24)F Mechanical Splices The first sentence of the first paragraph of this section is revised to read: The Contractor shall form mechanical splices with an Engineer-approved system using sleeve filler metal, threaded coupling, or another method that complies with this section. In the fourth paragraph, the first sentence under Item 1 is revised to read: Tension splices shall develop at least 130 percent of the yield tensile strength specified for the unspliced bar. The fourth paragraph is supplemented with the following: 3. Maximum allowable bar size a. b. Mechanical butt splice Mechanical lap splice No. 14 bar, No. 6 bar. The second sentence of the seventh paragraph is revised to read: The operator shall prepare six test splices (threo vertical, three horizontal) using bars having the same MSHTO Designation and size (maximum) as those to be used in the work. 6-02.3(24)G Job Control Testa 53 o ': o~:) -J:::...l::::...L & ti&-L iIIIt---" - L~_ -- --- ;0 ..-.... I - o o 32 X 10 IJ:l~-I'ifIIDl~W - o iJ~~11~ o .. Z <l: . :1:1- I-m 0::; <l:::J Wu -'0 ~O ~~i -'I- enu. -0 w> :;1- <C- 0:-' u.<C ~a :l:w I-:x: ZI- j:o zl- w W :;::J ::JO Uen 0- o!::: Ww :l:u 1-- ~b Z wen u- -:I: bI- Z The first sentence in the paragraph is revised to read: As the work progresses, the Engineer may require the Contractor to provide a sample splice (thermal or mechanical) to be used in a job control test. 6-02.3(25)A Bulb Tee Girder Flange Connection This section is revised to read: On bulb tee girders, camber shall be equalized before adjacent girders are weld-tied and before keyways are filled. Keyways between tee girders shall be filled flush with the surrounding surfaces with grout. This grout shall have reached a compressive strength of 3,000 psi before the equalizing equipment is removed. Compressive strength will be determined by fabrication cubes in accordance with WSDOT Test Method 813 and testing in accordance with AASHTO Test T 106. Welding grounds shall be attached directly to the steel plates being welded when welding the weld-ties on bulb tee gibers. Only after the grout in the keyways has reached 3,000 psi and after girders have been weld~tied will construction equipment (other than equalizing apparatus) be allowed on the deck. 6-02.3(25)B Protection of Exposed Reinforcement The first sentence of the second paragraph is revised to read: When a girder is removed from its casting bed, all bars and strands projecting from the girder shall be cleaned and painted with a minimum dry film thickness of 1 mi. of paint Formula No. A-9-73. r 6-02.3(25)C Casting and Shop Plans The second sentence of the first paragraph is revised to read: Deviations from prestressing details shown in the plans will not be permitted, except as specified. The last sentence in the fifth paragraph is revised to read: 3. Be located more than 3 inched from the outside edge of the top flange on Series 4 through 10 girders (more than 6 inched for Series 14 girders). This section is supplemented with the following: The Contractor, at his potion, may furnish prestressed o o 54 _.~,.....~..,..t""'~, .."t~~.",~-- : - ) ( 0 0 ,- .........:::I::1l_'. ..- ..- ~kl .:llo......:ll.. _1J i; I. " I I I I j 10 ~-- I o o ---.r--- .11lIMIlUlIIIll'.... 32 X 10 I" i.t;_OiriJ'2:.t;..~ Z <C . :x:1- I-m O:;:E <C::J Wu -'0 ~O cnW; W:J:i -'I- enu. -0 W>- ;:EI- <l;- 0:-' u.<C !!la :X:w I-:x: ZI- j:O ZI- W w :;::J ::JO Uen 0- C!::: Ww :l:U 1-- ~b Z wen u- -:I: bI- Z I I r I I ... o o - () o .. concrete girders Series 14 with minor dimension differences from those shown in the P1ans. The dimensions that may be changed are the 2-5/8 inch top flange taper which may be reduced to 1-5/8 inch and the 5-inch web width which may be increased to 6 inches. other dimensions of the girder shall be adjusted as necessary to accommodate the above mentioned changes. The overall height and width of the girder shall remain unchanged. If the Contractor elects to provide a Series 14 girder with minor dimension differences as specified, shop plans along with supporting design calculations shall be submitted to the Engineer for approval prior to girder fabrication. the girder shall be designed for at least toe same load carrying capacity as the girder shown in the plans. The amount of mild steel reinforcement shall be the same as that shown in the plans. 6-02.3(25)E Prestressing The first paragraph is revised to read: If the Plans require 1/2-inch strands, each strand shall have an initial tensile force of 31,000 pounds. 6-02.3(25)G Handling and storage The first paragraph is revised to read: During handling, each girder shall always be kept plumb and upright. It shall be lifted only by the lifting strands at either end. Girders shall be braced laterally to prevent tipping or buckling. The fourth sentence of the second paragraph is deleted. The thi~d paragraph is revised to read: If the Contractor wished to deviate from these handling and bracing requirements, the vertical pickup, or the pickup location, the proposed method shall be analyzed by the Contractor I s engineers and submi tted with the supporting calculations to the Engineer for approval. The Contractor's analysis shall conform to Articles 5.2 and 5.3 of the P.C.I. Design Handbook, Precast a'nd Prestressed Concrete, Third Edition, or other approved methods. The Contractor's calculations must verify that the concrete stresses in the prestressed girder do not exceed those listed in section 6- 02.3(25)J. 6-02.3(25)K Strength I o o 55 L- 0 ': 0 ) 0 32 X ; 0 U..lllI~ __..__u___~ ~Il -""';:;'-'-' ...u.... _&:I. ~. .....ilM'f.lIf~ b._ ;~::';;.;';:,i;';}'}!;''.ii~~ z <( . :x:1- I-dl O:;:E <C::J Wu -'0 ~o en w, w :I: l -'I- enu. -0 ~>- <C!::: 0:-' u.<( !!la :l:w 1-:1: ZI- j:o zl- w w ;:E::J ::JO Uen 0- Cl!::: Ww :l:U 1-- !:!:b z woo u- -:I: bt- Z .,.. o o l. o o - The first paragraph is supplemented with the following: When two or more girders are cast in a continuous line and in a continuous pour, a single set of test cylinders may represent all girders provided the fabricator demonstrates uniformity of casting and curing to the satisfaction of the Engineer. The following is inserted between the first and second sentence of the fourth paragraph: If the fabricator casts cylinders to represent more than one girder, all girders in that line shall be cored. The second, third, and fourth sentences of the fourth paragraph are revised to read: These cores shall measure 4 inches in diameter by 5 inches high and shall be removed from just below the top flange, one approximately 3 feet to the left and the other approximately 3 feet to the right of the midpoints of the girders. The fifth paragraph is revised to read: The Contractor shall coat all cored holes with a Type II epoxy and fill the holes with an approved patching mix before release of the prestressing steel. The epoxy shall meet the requirements of Section 9-26. 6-02.3(25)L Bulb Tee Girder Dimension This section is revised to read: 6-02.3(25)L Bulb Tee Girder Dimensions The Contractor may alter bulb tee girder dimensions as specified, from that shown in the plans if: 1. The girder has the same of higher load carrying capacity (using current AASHTO Design specification) ; The Engineer approves, before the girder is made, complete design calculations for the girder. The Contractor adjusts substructures to yield the same top of roadway elevation shown in the Plans; The depth of the girder is not increased by more than 2 inches and is not decreased; The web thickness is not jncreased by more than 1 inch and is not decreased; The top flange minimum thickness of the girder is not increased by more than 2 inches, providing the top flange taper depth is decreased a corresponding 56 2. 3. 4. 5. 6. o = .... o ,) I , i 10 . I o o riD 32 X ij , -m~X$.~~'; Z <C . :x:1- I-m 0::; <C::J Wu -'0 ~O ~~I -'I- enu. -0 w> ;:EI- <C- 0:-' u.<C !!la :X:w I-:x: ZI- j:o zl- W w :;=> ::JO Uen 0- o!::: Ww :l:u 1-- !:!:b z wCJ) u- -:x: bI- z I I I I I I I I I r o I I I I I I 0: 'l ___~...an o o .. amount; 7. The top flange taper depth is not increased by more than 1 inch. 8. The bottom flange width is not increased by more than 2 inches. 6-02.3(26)A Shop Drawings The second sentence of the seconc, parb~raph is revised to read: The shop drawings shall follo~ the ~esign con~itions shown in the Plans unless the Engineer pel."!llits equally effective variations. The first sentence of the third paragraph is revised to read: In addition, the shop drawings shall show: Item 3 of the third paragraph is revised to read: Separate stress and elongation calculations shall be submitted for each tendon if the difference in tendon elongations exceeds 2 percent. After the third paragraph, add the following paragraphs: Couplings or splices will not be permitted in prestressing strands. Couplings or splices in bar tendons are subject to the Engineer's approval. Friction losses in post-tensioning steel shall be based on wobble and curvature coefficients determined by the post-tensioning system supplier and shall be verified during the stressing operations at the job site. The values of these coefficients assumed for design are shown in the Plans. The Contractor shall determine all points of interference between the mild steel reinforcement and the paths of the post-tensioning tendons. Details to resolve interferences shall be submitted with the shOp plans for approval. Where reinforcing bar placement conflicts with post-tensioning tendon placement, the tendon profile shown in the Plans shall be maintained. Mild steel reinforcement for post-tensioning anchorage zones shall not be fabricated until after the post-tensioning shop plans have been approved by the Engineer. In the last sentence of the sixth paragraph, the Section reference is revised to read Section 6-01.9. 6-02.3(26)B Anchorages This section is revised to road: 57 ~) ~ILL ---"I o - --: o -~ - .d1 MJ~~~l. -- -1td. - ~ i I I i I I I I ,I i I 1 ,1 10 _"'.-"- __m I o o 32 X 10 "'LJ!lJm~-~-"'- ~ o ,~.w:J o .. Z <C. :x:1- I-m 0::;; <C::J Wu -'0 ~o fil~1 -'I- enu. -0 W>- ;:EI- <C- 0:-' u.<C !!la :l:w 1-:1: ZI- j:o zl- W w ;:E::J ::JO' Uen 0- c:l!::: Ww :x:u 1-- !:!:b Z wen u- i=~ o Z Post-tensioning reinforcement shall be secured at each end by means of an approved anchorage device which shall be of such a nature that it will not kink, neck down, or otherwise damage the post-tensioning reinforcement. The anchorage assembly shall be grouted to the Eng1neer's satisfaction. The structure shall be reinforced with steel reinforcing bars in the vicinity of the anchorage device. This reinforcement is categorized into two zones. The first or local zone is the anchorage region that closely surrounds the specific anchorage device. The second or general zone is the portion of the anchorage region more remote from the immediate anchorage device. .... The steel reinforcing bars required locally for the concrete confinement immediately around the anchorage device (first or local zone) shall be calculated by the post-tensioning system supplier and shall be shown in the shop plans. The calculations shall be submitted with the shop plans. The first or local zone steel reinforcing bars shall be furnished and installed by the Contractor, at no additional cost to the state, in addition to the structural reinforcement required by the Plans. The steel reinforcing bars required in the second or general zone shall be as shown in the Plans and are included in the appropriate bid items. The Contractor shall submit details, certified test reports and/or supporting calculations, as specified below, which verify the structural adequacy of the anchorage devices for approval by the Engineer. This requirement does not apply where the anchorage devices have been previously approved by WSDOT for the same structure configuration. The Contractor shall also submit any neceslJary changes to the contract Plans. The test report shall specify all pertinent test data. Dead ended anchorages will not be permitted. Dead ended anchorages are defined as anchorages that cannot be accessed during the stressing operations. The Contractor's proposed anchorage devices shall meet the requirements listed in A or B below: Bearing Type Anchorage: o A. 1. The computed average bearing stress on the concrete directly beneath bearing plates shall not exceed either of the following: a. At service load (after all losses) - o fcp ... 0.6 f'c (A'b/Ab)~ but not greater than 1.25 f'c. 58 ! 1 , J ! i Ii II , i I o o ...:.....'!f"O_'L...". C ) 10 32 X 10 c 0 0 , - - --LI:o.d .dLJ:o J:LI _'__._1 ~~,....--.. . 11._""""" - ~ ~'a'.,,>>*~:':.t;~1J.s Z <( . :1:1- I-m 0::; <C::J wu -'0 ~Cl Cf)w! w :x: , -'I- en"- -0 W> :21- <(- 0:-' u.<C en::J _0 :l:w I-:x: ZI- j:a zl- w w :2::J ::JCl Uen 0- o!::: Ww :l:u 1-- !:!:b Z wen u- -:I: bI- Z T o o J f I I l o o () .. b. At jacking load (before seating) - fcp = 0.8 flci (A'b/Ab - 0.2)1/2 but not greater than 1.25 flci for longitudinal tendons anchored in the webs and not greater than 1.00 flci for transverse tendons anchored in the deck slab, where: fcp permissible compressive concrete stress, flc compressive strength of concrete, compressive strength of concrete at time of initial prestress, Maximum area of the portion of the concrete anchorage surface that is geometrically similar to and concentric with the area of the anchorage (excluding openings), bearing area of the anchorage excluding openings, flci A'b Ab = 2. B. The computed bending stresses in the distribution plate induced by the pull of the prestressing steel shall not exceed 90 percent of the yield point of the material when 95 percent of the ultimate strength of the post-tensioning reinforcement is applied. The bending stresses in the distribution plate shall be computed in accordance with the procedure described in the article titled "Simplified Bearing Plate Computations for Post-tensioning Anchorages" published in the JUly-August 1975 edition of the PCI Journal, and these calculations shall be submitted with the shop plans for approval. Materials and workmanship shall conform to the applicable requirements of Sections 6-03 and 9-06. Other Anchorage Assemblies: 3. Other anchorage assemblies shall be defined as an assembly that does not meet the requirements of item A-1 above for bearing type anchorages. The adequacy of other anchorage assemblies shall be demonstrated by tests representing actual job site conditions. The tests shall be certified and meet the following requirements: 1. The concrete test block shall have a cross-section equal to twice tho minimum edge distance of center line of 59 ~: o .J - i I I I I I I 1 I ,i 10 I ..---....-- ~.... -~!llI.t - o o 32 X ~ 0 ~ - ';:D:;~',;:;;':1.l:':~ z <( . :x:1- 1-15 0:::< <C::J Wu -'0 ~o en w, w:I:! -'I- enu. -0 w> ;:EI- <C- 0:-' u.<C en::J _0 :X:w 1-:1: ZI- j:O zl- W w ;:E:) ::JO UIJ) 0- o!:: Ww :l:U 1-- !:!:b z WIJ) u- -J: bf- Z ... "'" ! b. 0 c. o l o - M.L~ - o o .. 2. tendon to the face of concrete in the actual structure in one direction and equal to the minimum spacing of the anchorages plus 3 inches in the other direction. The length of the concrete test block shall be at least three times the largest cross-section dimension. The reinforcement in the test block behind the anchorage for a distance equal to the largest of the two cross-sectional dimensions of the anchorage shall simulate the actual reinforcement used in the structure. For the remaining length of the test block, the reinforcement may be increased as required to prevent failure in that portion. Concrete strength at the time of testing shall not exceed 85 percent of the minimum concre'te strength at the time of post-tensioning as specified in the Plans. The concrete strength shall be determined in accordance with procedures as outlined in ASTM C 1074, Estimating Concrete strength by the Maturity Method. The test shall be comprised of three anchorages separately tested or tested together in one test block. Anchorages shall be capable of developing 95 percent of the ultimate strength of the post-tensioning reinforcement without measurable permanent distortion of the assembly and without concrete failure in the test block. Measurable permanent distortion is defined as a distortion across the face of the assembly of 0.01 inch or more using the original plane as a reference and is measured after the test loading is released. The test block shall be acceptable with regard to concrete failure if the following criteria are satisfied: a. No concrete cracks with a load of 40 percent of the ultimate strength of the post-tensioning reinforcement. 3. 4. 5. Width of concrete cracks with a test load of 70 percent of the ultimate strength of the post-tensioning reinforcement does not exceed 0.005 inch. After loading to 95 percent of the ultimate strength of the post-tensioning reinforcement and releasing the test load, the width of concrete cracks does not exceed 0.015 inch. 6. Materials and workmanship shall conform to the applicable requirements of Sections 6-03 and 9-06. 60 ,... o :J ---"" -.- lI.<l..ILIJUlAL_ -- LI ..L!:._ _.1 Ii I, 10 I - o o 32 X ; 0 - d1.~ ---od "."1'.1.1 ..b....ll:I..h."... ~.w.tJ -..;:---.'. r I Mj1~~lMJ,.L,= I I Z I <C - :1:1- 1-i:5 0:::;;: I <C::J Wu -'0 ~O I (fJW\ w:I:\ -'I- en u. -0 w> ;:EI- <C- 0:-' u.<C !!la :X:w 1-:1: ZI- j:O ZI- I W w ;:E::J ::JO Uen 0- 1 c!::: Ww :l:u 1-- !:!:b I Z wen u- -:I: bl- I Z I I r 0 I I 0 I I I ~--'-~UIIM- L o o .. Before installing the anchorage device, the Contractor shall submit a Manufacturer's certificate of Compliance for the anchorage device in accordance with Section 1-06.3. 6-02.3(26)C Metal Conduit The second sentence of the first paragraph is revised to read: This conduit shall maintain the required profile within a placement tolerance of 1/4 inch for longitUdinal tendons and 1/8 inch for transverse slab tendons, during all phases of the work. starting with the second sentence, the fourth paragraph is revised to read: Vents and'drains shall be 1/2-inch minimum diameter standard steel or polyethylene pipe. Vents shall point upward and remain closed until grouting begins. Drains shall point downward and remain open until grouting begins. Ends of steel vents and drains shall be removed 1 inch inside the concrete surface after grouting has been completed; polyethylene vents and drains may be left flush to the surface unless otherwise directed by the Engineer. Conduit vents are not required tor transverse post-tensioning ducts in the roadway slab unless specified in the Plans. 6-02.3(26)E Tensioning In the fifth paragraph, Items 2 and 3 are revised to read: 2. Maximum tennile stress during jacking: 79 percent of the specified minimum ultimate tensile strength of the steel. 3. Maximum initial stress at anchorage after seating: 70 percent of the specified minimum ultimate tens:l.le strength of the steel. The seventh paragraph is revised to read: As tensioning proceeds, the Engineer will be recording the applied load, tendon elongation, and anchorage seating values. Add the following at the end of the last paragraph: The prestressing strands shall be cut a minimum of 1 inch from the face of the anchorage device. 6-02.3(26)F Grouting The third sentence in the first paragraph is revised to read: 61 o : G'. .) li!tt Jlll.1:loIIIlt1S._ ____--LJl lIII>lMDI_-- -u....r-.h-. --- _ ....... .-... <..LL , 10 ~~,~ - - I o o 32 X 10 '~>J1l"J1U_lIJn.1!llll.1L~~ !II' .''f:~'_"id:M.~.'i> Z <C ' :1:1- 1-i'5 0:::2; <(::J Wu -'0 ~O en WI W:r:, -'I- enu. -0 w>- ::2;1- <C- 0:-' u.<C ~5 :l:w 1-:1: ZI- i=o zl- ww ::2;::J ::JO Uen 0- o!:: Ww :l:u 1-- =:13 Z wen u- -:I: bI- Z r o o u~__ o o .. After completely filling the conduit with grout, the Contractor shall pump the grout from the low end at a pressure of not more than 250 psig, except for transverse tendons in deck slabs the grout pressure shall not exceed 100 psig. The fifth sentence in the first paragraph is revised to read: At this point, all vents shall be closed and grouting pressure at the injector held between 100 and 200 psig for at least 10 seconds, except for transverse tendons in deck slabs the grouting pressure shall be held between 50 and 75 psig for at least 10 seconds. The fourth, fifth, and sixth paragraphs are replaced with the following four paragraphs: The grout shall consist of portland cement, water, and a water reducing admixture and shall be mixed in the following proportions: Portland Cement Type II Water Water reducing Admixture 1 Sack 4.5 Gallons Maximum Manufacturer's Recommendation 20 Pounds Maximum Fly Ash (Optional) The water reducing admixture shall be limited to AASHTO M 194 Type A or 0 and shall not contain ingredients that may corrode steel (that is chlorides, fluorides, sulfates, or nitrates). Fly ash may be used at the option of the Contractor. The Contractor shall proportion the mix to produce a grout with a flow of 15 to 20 seconds as determined by ASTM C 939, Flow of Grout for Preplaced-Aggregate Concrete (Flow Cone Method). The grout ejected from the end vent shall have a minimum flow of 15 seconds. The grout mix shall be injected within 30 minutes after the water is added to the cement. Temperature of the surrounding concrete shall be at least 35 F from the time the grout injecting begins until 2 inch cubes of the grout have a compressive strength of 800 psi. Cubes shall be made in accordance with WSDOT test method 813 and stored in accordance with method 2 of WSDOT test method 809. If ambient conditions are such that the surrounding concrete temperature may fall below 35 F, the Contractor shall provide a heat source and protective covering for the structure to keep the temperature of the surrounding concrete above 35 F. Grout temperature shall not exceed 90 F during mixing and pumping. If conditions are such that the temperature of the grout mix may exceed 90 F, the Contractor will make necessary provisions, such as cooling the mix water and/or dry ingredients, to 62 L 0'" .,_~"_L o Jl '"- , ~ JI~.J"""""" ...d1~~U .- Jk:IIIL ---....:.~Jl:L.... = ~~ III~ - --. --- --. I o o ; 0 32 X 10 -.: .-.-.....-- _______- ~- __. ~ H. IiDIIiL.d ,- o ,:.:.:,t.J.:W&t'Z!:;.il'I o .. ensure that the temperature of the grout mix does not exceed 90 F. The following new section is added: 6-02.3(27) Concrete for Precast Units Concrete for precast non-prestressed units shall meet all the requirements for a Contractor-provided mix design and the following acceptance limits: Maximum Slump Minimum Entrained Air Compressive strength 4 inches 4-1/2 percent Specified Design strength If the design strength of the precast concrete is 4000 psi or less, the Contractor may use State-provided mix design Class 4000 with air. Precast concrete shall not be subject to statistical evaluation. Precast units shall not be removed from forms until the concrete has attained a minimum compressive strength of 70% of the specified design strength as verified by rebound number determined in accordance with ASTM C B05. Precast units shall not be shipped until the concrete has reached the specified design strength as determined by testing cylinders made from the same concrete as the precast units. The cylinders shall be made, handled, and stored in accordance with WSOOT test method 809 Method 2 and compression tested in accordance with WSDOT test methods B01 and 811. 6-02.4 Measurement The first paragraph is revised to read: Except as noted below, all classes of concrete shall be measured in place by the cubic yard to the neat lines of the structure as shown in the Plans. 6-02.5 Payment This section is supplemented with the following: 9. "Deficient strength Conc. Price Adjustment". "Deficient strength Conc. Price Adjustment" will be calculated and paid for as described in Section 6-02.3(5)0. For the purpose of providing a common proposal for all bidders, the state has entered an amount for the item "Deficient strength Conc. Price Adjustment" in the bid proposal that covers all applicable classes of concrete to become a part of the total 63 L -~--".~ o-~ = " \ _:.0.../ -.-- - ....-........l~_flIl1'.tl.l..tl.1l. - ~_ .:l ---u .J1t>.~._. _JaIl i [] I . o o --...i .411_-- ...JILI.l ~1IlSI. ...._~'MIIIII 32 X 10 ~ Z <C - :1:1- I-m O:;:E <C::J Wu -'0 ~Cl en UJ, UJ :x: , -'I- enu. -0 W> ;:EI- <C- 0:-' u.<C !!la :l:w 1-:1: ZI- j:O ZI- W w ;:E::J ::JO Uen 0- O!::: Ww :l:U 1-- !:!:b Z wCJ) u- -:x: bI- z .,. o o l ---.,- - (\ o .. bid by the Contractor. 10. "Qua1ity Incentive Cone. Price Adjustment". "Quality Incent:tve Cone. Price Adjustment" will be calculated and paid for as described in section 6-02.3 (5) E. For the purpose of providing a common proposal for a11 bidders, the State has estimated the amount for "Qua1ity Incentive Cone. Price Adjustment" and has entered the amount in the bid proposal that covers all applicable classes of concrete to become a part of the total bid by the Contractor. SECTION 6-03, STEEL STRUCTURES Apri1 9, 1990 6-03.3(7) Shop Plans The seventh paragraph in this section is deleted. 6-03.3(7)A Erection Procedure This section is deleted in its entirety. Section 6-03.3(14) Edge Finishing. This section is revised in its entirety to read as follows: All rolled, sheared, and flame-cut edges shall and free of rough corners and projections. exposed edges shall be rounded to a minimum inch. be true to line Corners along radius of 1/16 Sheared edges on plates more than 5/8 inch thick shall be planed, milled, ground, or flame-cut to a depth of at least 1/8 inch. Re-entrant corners or cuts shall be filleted to a minimum radius of 3/4 inch. Exposed edges of main load-carrying tension members or tension components of flexural members shall have a surface roughness no greater than 250 micro-inches as defined by the American National Standards Institute, ANSI B46.1, Surface Texture. Exposed edges of other members shall have surface roughness no greater than 1000 micro-inches. The hardness of fl.ame-cut edges of AASHTO M 222 and AASHTO M 223 plates for main load-carrying tension members or tension components of flexural members shall meet the requirements outlined in Appendix A, "Testing Rockwell Hardness of 64 o = o ,) - I o o l go 32 xii] Lm-. ~ ..dIl~._""1::ll _ _.lIIIlILC8 L~ T --- ....... .l.LI.~' .-........-- -.:---- ..:b..,_1.A.4lII~ ~;ut'A~~ Z <C . :x:1- I-m O:;:E <C::J Wu -'0 ~O en wi W:t! -' 1-' en u. -0 W> :;1- <1:- 0:-' u.<C !!la :X:w I-:x: ZI- j:O ZI- W w :;::J ::JO Uen 0- Cl!::: Ww :X:u 1-- !:!:b z WCJ) u- -:I: 51- Z I I I r I I Y" I I I I I I I o o l o o .. Flame-cut Edges" of the contract provisions. The Contractor shall prevent excessive hardening of plate edges through preheating, postheating, or control of the burning process as recommended by the steel manufacturer and approved by the Engineer. 6-03.3(18) Built Members The second paragraph is revised to read: When fabricating curved girders, localized heat or the use of mechanical force shall not be used to bend the girder flanges about an axis parallel to the girder webs. 6-03.3(21)B Web stiffeners This section is deleted in its entirety and is replaced by the following: 6-03.3(21)B Vacant 6-03.3(25) Welding and Repair Welding The first paragraph is revised to read: All welding and repair welding shall comply with the AASHTO/AWS D1.5-88 Bridge Welding Code. The requirements described in the remainder of this subsection shall prevail wherever they differ from the AASHTO/AWS 01.5-88. The last sentence of the third paragraph is revised to read: When the procedures are not prequalified by AASHTO/AWS, evidence of qualification tests shall be submitted. Item No. 2 in the last paragraph is revised to read: 2. Weld nor flame cut when the ambient temperature is below 20 degrees F, or 6-03.3(25)A Welding Inspection This section is deleted in its entirety and replaced by the following: j j 1 .I j ! I The Contractor's welding inspection procedures, techniques, methods, acceptance criteria and inspector qualification shall be in accordance with the AASHTO/AWS Dl.5-88 Bridge Welding Code. 65 ~ , 1 ': ! I 1 I ," 10 lA 17''1 . .~~,.--..._.............- Nondestructive testing in addition to visual inspection shall be performed by the Contractor. Unless otherwise shown in the o : ) G _.....&...... U.L.....LIJl.L ~_JIJ...Ii~__~-- ~...-o'.---..... 1IMl_ ~~--!l~. ---.ltltM~ ~~~ -'W_-L1 I o o 32 X ~ 0 -Ml_---.~~ ,~.c..~ Z <C . :x:1- I-m O:;:E <C::J Wu -'0 ~o en WI W:J:i -J 1-. Cl'Ju. -0 W> :;1- <C- 0:-' u.<C !!la :X:w I-:x: Zl- j:O ZI- w w :;::J ::JO' Uen 0- a!::: Ww :x:u 1-- !:!:b Z woo u- -:I: bI- Z r o o - (. o o .. Plans or specified in the Special Provisions, the extent of inspection shal.l be as specified in this section. Testing and inspection shal.l apply to welding performed in the shop and in the fiel.d. Visual. Xnspection All welds shal.l be 100% visually inspected. Visual. inspection shall be performed before, during and after the completion of wel.ding. Radiographic xnspection Complete penetration tension groove wel.ds in highway bridges shal.l be 100% radiographicall.y inspected. These welds incl.ude those in the tension area of webs, where inspection shall cover the greater of these two distances: (A) 15 inches from the tension fl.ange, or (B) one-third of the web depth. Ultrasonic Xnspection Complete penetration groove welds on plates thicker than 5/16 inch in the following welded assemblies or structures shall be 100% ultrasonical.ly inspected: 1. Welded connections and splices in highway bridges and earth retaining structures, excluding l.ongitudinal butt welds in beam or girder webs. 2. Bridge bearings and expansion joints. 3. Sign bridges, cantilever sign structures and sign brackets. 4. Light, signal and strain pole standards. The testing procedure and acceptance criteria for tubular members shal.l. conform with Section 10 of the latest edition of the AWS structural Welding Code 01.1 - steel. Magnetic Particle Inspection 1. Fillet and partial penetration groove welds: At least thirty percent of each size and type of fillet welds (excluding intermittent fillet welds), and partial penetration groove welds in the following welded assemblies or structures shall be tested by the magnetic particle method: A. Flange-to-web connections in highway bridges. B. End and intermediate pier diaphragms in highway bridges. 66 o ~llL"""~ .~- .IlM_ : o > ~ 1I"'~HIjt_ 10 -_........-.......-~ I o o 32 X I [J ----- -- 17 ",1,,~,\i;';'.<!:''l;<i;)~ Z <l: . :1:1- I-m 0::; <C:::> Wu -'0 ~Cl CJ) w~ W:J:I -'I- enu. -0 W> ;:EI- <C- 0:-' u.<C !!la :l:w I-:x: ZI- j:a zl- ww ;:E::J ::JO Uen 0- O!::: Ww :l:u 1-- !:!:b z wen u- i=~ o z ,.. o o \... - I I f I I I I I i I I I I I I I o o o .. C. stiffeners and connection plates in highway bridges. D. Welded connections and splices in earth retaining structures. E. Boxed members of trusses. F. Bridge bearings and expansion joints. G. Sign bridges, cantilever sign structures and sign brackets. H. Light, signal and strain pole standards. 2. Longitudinal butt welds in beam and girder webs: At least thirty percent of each longitudinal butt weld in the beam and girder webs shall be tested by the magnetic particle method. 3. Complete penetration groove welds on plates 5/16 inch or thinner shall be 100% tested by the magnetic particle method. Testing shall apply to both sides of the weld, if backing plate is not used. 4. The ends of each complete penetration groove weld at plate edges shall be tested by the magnetic particle method. Where 100% testing is not required, the Engineer reserves the right to select the location(s) for testing. If rejectable flaws are found in any test length of weld in Item 1 or 2 above, the full length of the weld or 5 feet on each side of the test length, whichever is less, shall be tested. After repairs of defects have been made, additional nondestructive testing shall be performed to ensure that the repairs are satisfactory. This testing shall include the repaired area plus at least 2 inches on each side of the repaired area. After the Contractor has completed his welding inspection, the Contractor shall allow the Engineer sUf,ficient time to perform quality assurance ultrasonic welding inspection. The contractor shall maintain the radiographs and the radiographic inspection report :I.n the shop until the last joint to be radiographed in that member is accepted by the 67 c o ) _....--'-:""" ...~ ~1IIl~~~ "'''''!-r' - -~ ~ to. Jl<\lIll___--""'lIL. J 10 I o o 32 X ; [1 1lI!l..IlI _ - o <~i.;,\~~~,(~~ o - Z <C. :x:1- I-m 0:;:E <C::J Wu -'0 ~o en w, W:X:I -'I- enu. -0 w> ~t: a:-' u.<C !!la :X:w 1-:1: Zl- j:o zl- ww :;::J ::Jo' Uen 0- Cl!::: Ww :l:u 1-- !:!:b z WCf) u- -:I: bI- Z radiographer representing the Contractor. Within two working days following this acceptance, the Contractor shall mail the film and two copies of the radiographic inspection report,~o the Materials Engineer, Department of Transportation, P.O. Box 167, Olympia, WA 98504. 6-03.3(27) High strength Bolt Holes The third, fourth" and fifth paragraphs are deleted in their entirety and replaced by the following: In fabricating any connection, the Contractor may subdrill or subpunch the holes then ream full-size after assembly or drill holes full-size from the solid with all thicknesses of material shop-assembled in the proper position. Xf the Contractor chooses not to use either of these methods, then the fOllowing shall apply: 1. Drill bolt holes in steel splice plates full-size using steel templates. 2. Drill bolt holes in the main members of trusses, arches, continuous beam spans, bents, towers, plate girders, box girders, and rigid frames at all connections as follows: o a. A minimum of 30 percent of the holes in one side of the connection shall be made full-size using steel templates. b. A minimum of 30 percent of the holes in the second side shall be made fUll-size assembled in the shop. c. All remaining holes may be made full-size .in unassembled members using steel templates. 3. Drill bolt holes in crossframes, gussets, lateral braces, and other secondary members fUll-size using steel templates. The Contractor shall submit for the Engineer's approval a detailed outline of the procedures proposed to accomplish the work from initial drilling through shop assembly. 6-03.3(27)A Punched Holes The last sentence is revised to read: 'J The state will reject components having poorly matched holes. 6-03.3(27)9 Reamed and Drilled Holes 68 I o o ,_.. ..._.~,_"'.h~.~'_ __ 7" ) 10 32 X 10 l 0 G: ..oII!!lIl. _--1 .l::..b.<bLl.lIIl - 1- ....:..- IaU~:- ,';~j;.'i;:,~t,\},i:.i"if; :z <c. :x:1- I-m 0::; <C::J Wu -'0 ~a en W, w:r:; -'I- enu. -0 W> :;1- <C- 0:-' u.<C !!la :X:w I-:x: Zl- j:o zl- ww ;:E::J ::J 0' Ucn 0- o!::: Ww :l:u 1-- !:!:b Z wen u- -:I: bI- Z .,.. o o - l I f I I I I I o o .. The first sentence in the first paragraph is revised to read: Reaming and drilling shall be done with twist drills, or with short taper reamers, producing cylindrical holes perpendicular to the member. The following paragraph is added after the last paragraph: If templates are used to ream or drill full-size connection holes, the templates shall be positioned and angled with extreme care and bolted firmly in place. Templates for reaming or drilling matching members or the opposite faces of one member shall be duplicates. All splice components shall be match-marked unless otherwise approved by the Engineer. 6-03.3(33) Bolted Connections The first through the sixth paragraphs are revised to read: Bolts, nuts, hardened washers, and direct tension indicators shall meet the requirements of Section 9-06.5(3). All bolted connections are friction type. Painted structures require Type 1 or Type 2 bolts. Unpainted structures require Type 3 bolts. AASHTO M 164 Type 2 and 3 and AASHTO M 253 Type J., 2, and 3 bolts shall not be galvanized or be used in contact with galvanized material. Hardened washers are not required for connections using AASHTO M 164 and AASHTO M 253 bolts except as required in the following: J.. Irrespective of the tightening method, hardened washers shall be used under both the head and the nut when AASHTO M 253 bolts are to be installed in structural carbon steel (AASHTO M 183). Where the outer face of the bolted parts has a slope greater than 1:20 with respect to a plane normal to the bolt axis, a hardened beveled washer shall be used to compensate for the lack of parallelism. 2. Direct tension indicators, if used, shall be galvanized on painted structures and epoxy-coated on unpainted structures. The Contractor shall supply for the Engineer'S approval test reports and manufacturer's certificates of compliance for all direct tension indicators. All galvanized nuts shall be lubricated with a lubricant containing a visible dye so a visual check for the lubricant can be made at the time of field installation. Black bolts 69 _m.IIJL1~ --- o-~ --~ __d~.--"- _dll.IUJ>slbd.AI o''''~=--- - = - i ! ~D .... I o o 32 X ~ 0 - _ ---d .b.....4J.. J-.J:I II""'"' Z <C- :x:1- I-m 0::2 <C::J Wu -'0 ~o en LU, W:X:' -'I- enu. -0 W>- :21- <C- 0:-' u.<C !!la :X:w I-:x: ZI- j:O ZI- WW ;:E::J ::JO Uen O- at:: Ww :X:u 1-- <:13 Z wOO U- -:x: bf- Z ... o o -- l o o o .. must be "oily" to the touch when installed. Weathered or rusted bolts and nuts shall be cleaned and relubricated prior to installation. After assembly, bolted parts shall fit solidl.y together. They shall not be separated by washers, gaskets, or any other material. Assembled joint surfaces, including those next to bolt heads, nuts, and washers, shall be free of loose mill scale, burrs, dirt, and other foreign material that would prevent sol.id seating. When all bolts in a joint are tight, each bolt shall carry at least the proof load shown in Table 3 below: TABLE 3 Minimum Bolt Tension Bolt size (Inches) MSHTO M 164 (pounds) MSHTO M 253 ( Pounds) , 1/2 5/8 3/4 7/8 1 1 1/8 1 1/4 1 3/8 1 1/2 12,050 19,200 28,400 39,250 51,500 56,450 71,700 85,450 104,000 14,900 23,700 35,100 48,500 63,600 80,100 101,800 121,300 147,500 Tightening may be done by either the turn-of-nut or the direct-tens ion-indicator method. Prefereably, the nut shall. be turned tight while the bolt is prevented from rotating. However, if required because of bolt entering and/or wrench operation clearances, tightening may be done by turning the bolt while the nut is prevented from rotating. The first paragraph under Item No.2, Direct-Tension-Indicator Method (on page 272), in the eighth paragraph is revised to read: The load indicator shall be placed under the nut with the protrusions facing the nut and with a hardened flat washer placed between the load indicator and the nut. After all bolts in the joint have been brought to snug tightness, the nuts shall be further tightened until all gap openings are 0.015 inch or less and more than 50 percent of the qap openings in the load indicator measure 0.005 inch or less. Gap openings shall be 0.000 inch for unpainted structures. When tightening the nut, hold the bolt hend with a hand wrench 70 : o J -1 .:LA. -- .b<l~ ..'-~~~ - ......:b......- ~ M~~ M--O""............".. a2 xU [J -\: .~ 111II._' JlII..--<l>...b. ,. ...L1.l.J>JlIII~ l:W o I o () I ,':r);u;.;$,;?1,K.;!~ Z <C . :x: I- l-iE 0::2 <t::J Wu -'0 ~o (J)w, wI) -'I- en u. -0 W> :;1- <C- 0:-' u.<C !!la :X:w I-:x: Zl- j:O ZI- W w ~~ Uen 0- C!::: Ww :X:u 1-- !:!:b Z WOO U- -:x: bI- z r o o I I I I ! o o .. to prevent turning. The following paragraph is inserted after the last paragraph: AASHTO M 253 bolts and galvanized AASHTO M 164 bolts shall not be reused. Ungalvanized AASHTO M 164 bolts may be reused if approved by the Engineer. Touching up or retightening previously tightened bolts which may have been loosened by the tightening of adjacent bolts shall not be considered as reuse, provided the snugging up continues from the initial position and does not require greater rotation, including the tolerance, than that required by Table 4. 6-03.3(33)A Bolting Inspection The first sentence of the second paragraph is revised to read: Five bolts of the same grade, size, and condition as those under inspection shall be placed individually in a state furnished tension calibrator to measll,';:! bolt tension. The last sentence of the second paragraph i& ~evised to read: The jOb-inspection torque shall be taken as the average of three values thus determined after rejecting the high and low values. 6-03.3(35) Setting Anchor Bolts The second sentence is revised to read: Anchor bolts shall be grouted in after the shoes, masonry plates, and keeper plates have been set and the span or series of continuous spans are completely erected and adjusted to line and camber. 6-03.3(36) Setting and Grouting Shoes This section is revised in its entirety as follows: 6-03.3(36) Setting and Grouting Masonry Plates The fOllowing procedure applies to masonry plates for all steel spans, including shoes, keeper plates, and turning racks on movable bridges. To set masonry plates, the Contractor shall: 1. 2. Set masonry plates on the anchor bolts; Place steel shims under the masonry plates to position pin centers or bearings to 1ine and grade and in relationship to each other. Ste'el shims shall be no more 71 0, ) ~ .""'..~d'"'.~==-____ = - - -- .-- - "II III 10 I - - o o -,..,...::.:.....- -__.....-.iIIlULH'&..II~- 32 X I 0 ~ o ;~~~i'I o .. Z <C . :x:1- I-m 0::; <C::J Wu -'0 ~a en wI w :I:~ -'I- enu. -0 w> :;1- <C- 0:-' u.<C en::J _0 :X:w I-:x: ZI- j:O zl- W w ~~ Uen 0- a!::: Ww :X:u 1-- !:!:b z wen u- i=~ o z than 2-1/2 inches square and placed under masonry plate webs; 3. Level the bases of all masonry plates; 4. Draw anchor Dolt nuts down tight; 5. Recheck pin centers or bearings for alignment; and 6. Leave at least 3/4 inch of space under each masonry plate for grout. After the masonry plates have been set and the span or series of continuous spans are completely erected, the space between the top of the masonry and the bottom of the masonry plates shall be filled with grout. Main masonry plates for cantilever spans shall be set and grouted in before any steel work is erected. r Grout mixture and placement shall be as required in Section 6-02.3(20) as amended. 6-03.3(37) Setting Expansion Bearing Bed Plates This section is revised in its entirety as follows: 6-03.3(37) Setting Steel Bridge Bearings Masonry plates, shoes, and keeper plates of expansion bearings shall be set and adjusted to center at a normal temperature of 64 degrees F. Adjustment for an inaccuracy in fabricated length shall be made after dead-load camber is out. 6-03.3(39) swinging the Span The third sentence in the first paragraph is revised to read: Forms, reinforcing steel, or concrete roadway slabs shall not be placed on any simple or continuous span steel girder bridge until all its spans are adjusted and its masonry plates, shoes, and keeper plates grouted. The first sentence in the second paragraph is revised to read: After the falsework is released (spans swung free) the masonry plates, shoes, and keeper plates are grouted, and before any load is applied, the Engineer will: 6-03.3(40) Filling and Draining Pockets This section is revised to read: o o The Contractor shall provide enough holes to drain all water from pockets in trusses, girders, and other members. All costs related to providing drain holes shall be included 72 , , i I 1 ! I 0 0 i! Ii i I _....He....'..... _~...__...1..~.... -. -i~ ,~-> 10 32 ) ;:EI- <C- 0:-' u.<t !!la :X:w I-:x: Zl- j:o zl- w w :2:::J ::JO Uen 0- o!::: Ww :x:u 1-- !:!:b z wen u- -:x: bI- z y o o ""- ~ I r r I I I I ~ ! T Of i' --" I' I f r r. r r r o - o c .. in the unit contract prices for structural or cast steel. SECTZON 6-04, TZMBER STRUCTURES October 3, 1988 6-04.3(6) Bolts, Washers, and Other Hardware The first paragraph is revised to read: Bolts, flat-head bolts, dowels, washers, and other hardware, including nails,. shall be black or galvanized as specified in the Plans, but if not so specified shall be galvanized when used in treated timber structures. Flat-head bolts are detailed in the Standard Plans. Washers of the size and type specified shall be used under all bolt heads and nuts that would otherwise contact wood. Flat-nead bolts require washers under the nu~s only. SECTZON 7-01, DRAZNS April 11, 1988 7-01.2 Materials ';'1 The first paragraph listing is supplemented by the addition of the following: Corrugated Polyethylene (PE) Drain Pipe, 12-inch thru 24-inch diameter maximum 9-05.1(7) Perforated Corrugated polyethylene (PE) Underdrain Pipe, 12-inch thru 24-inch diameter maximum 9-05.2(8) SECTION 7-02, CULVERTS February 26, 1990 7-02.3(1) Placing Culvert Pipe - General This section is supplemented with the following: Any shoring and cribbing or extra excavation required shall meet the requirements of section 2-09.3. The following new section is added: 7-02.3(6) safety Bars for Culvert Pipe When shown in the Plans, safety bars for culvert pipe shall be constructed in accordance with the Standard Plans and shall meet the requirements of Section 9-05.19. 73 - ~-~~~-=~- ; .::ill o~~? ~ [J . '~~=.U.IimL=::...JIII_------LL.'::':X.'. _ -- -- I 0 o .....11I III' - , , I , I I ie. ~~~<~D - <"-'~:f':'.i?,'.~ri;~',.. Z <C . :x:1- I-m O:;:E <C::J LUU -'0 ~O en w, W::I:i -'I- enu. -0 W>- ;:EI- <C- 0:-' u.<C !!la :X:w I-:x: ZI- j:O ZI- w w ;:E::J ::JO Uen 0- o!::: Ww :x:u 1-- !:!:b Z W(/) u- -:x: bf- Z .,. o o .. \.. o o .. 7-02.4 Measurement This section is supplemented with the following: Shoring and cribbing or extra excavation will be measured as specified in section 2-09.4. The length of safety bars for culvert pipe will be the number of linear feet of each safety bar installed. Tapered end section with safety bars will be measured by the unit per each. 7-02.5 Payment This section is supplemented with the following: 21. "Shoring and cribbing or Extra Excavation Class B", per square foot. The unit contract price per square foot for "Shoring and cribbing or Extra Excavation Class B", shall be full pay for the work as specified in Section 2-09.5. 22. "Safety Bars for Culvert Pipe Type foot. " . . .. , per linear The unit contract price per linear foot for "Safety Bars for Culvert Pipe Type ...." shall be full pay for all sockets, labor, tools, materials, and equipment necessary to fabricate, furnish, and install the safety bars. The work and materials to construct the headwalls will be paid for separately. 23. "Tapered End Section with Safety Bars .... In. Ciam.", per each. The unit contract price per each for "Tapered End Section with Safety Bars .... In. Diam." shall be full pay for all labor, tools, materials, and equipment necessary to fabricate, furnish, and install the end section. SECTION 7-05, MANHOLES, GRATE INLETS, DROP INLETS, AND CATCH BASINS January 30, 1989 7-05.3 Construction Requirements This section is supplemented with the following: Any Shoring and cribbing or extra excavation required shall meet the requirements of Section 2-09.3. 74 o :- Ll:>-.1.. o ) . .Ll Ll ""- - -"i:ltLl j': I, I, !J ,I I ~ 1 ~D - I o o ~D 32 >< fl.' fl- -.----r...... ...._-.:~~.c:M~.. U-"'- ullllaJl1J ,..,;i;5';;-i~";,~;J~:~ z <( . :x:1- I-m O:;:E <(::J Wu -'0 ~O en w, w:I:\ -'I- enu. -0 W>- ;:EI- <C- 0:-' u.<C !!la :x:w I-:x: ZI- j:O ZI- W w ;:E::J ::JO Uen 0- a!::: Ww :I:u 1-- !:!:b Z W(/) u- -:x: bI- z ( r r J I I I V' I r I f I 'l .,.. 1 o o T 'r . . 'r ( I o o .. 7-05.4 Measurement The second sentence of the first paragraph is revised to read: Measurement of manhole heights for payment purposes will be the distance from the flow line of the outlet pipe to the top of the manhole ring. This section is supplemented with the following: Shoring and cribbing or extra excavation will be measured as specified in section 2-09.4. 7-05.5 Payment This section is supplemented with the following: 14. "Shoring and Cribbing or Extra Excavation Class B", per square foot. The unit contract price per square foot for "shoring and Cribbing or Extra Excavation Class B", shall be full pay for the work as specified in Section 2-09.5. SECTXON 7-17, SANITARY SEWERS May 23, 1988 7-17.3(1)A Sewer Trench The seventh paragraph is supplemented with the following: If workers enter any trench or other excavation 4 feet or more in depth that does not meet the open pit requirements of Section 2-09.3 (3) B, it shall be shored and cribbed. The Contractor alone shall be responsible for worker safety, and the State assumes no responsibility. The Contractor must submit six sets of plans before shoring or cribbing. These plans must meet the plan requirements set forth in Section 2-09.3(3)0. Upon completing the work, the Contractor shall remove all shoring and cribbing unless. the plans or the Engineer direct otherwise. 7-17.4 Measurement This section is supplemented with the following: Shoring and cribbing or extra excavation trench, will be measured as specified in Section 2-09.4 for shoring and 75 '~"..,.-"..."., ., ".....:-:~~...- :: :]) 'L 0 l!) - - -_Lt ~ t2faM.~ ~Il__ L1 -- I i . l 10 I o 0 3;'~ xi 0 _l.dI --"'---...".... ..'--~~I>...._..... ......... lIldb._ i:';;''jio~~J.ii Z <C . :x:1- I-m 0::; <C::J Wu -'0 ~o en wi w:I:. -'I- enu. -0 w> ;:EI- <C- 0:-' u.<C !!la :X:w I-:x: ZI- j:O Zl- W w ~~: Uen 0- O!::: Ww :x:u 1-- !:!:b z wen U- -:x: bI- z r o o - l o w.- o o .. cribbing or extra excavation Class B. 7-17.5 Payment This section is supplemented with the following: 9. "shoring and Cribbing or Extra Excavation Trench", per square foot. The unit contract price per square foot for "Shoring and Cribbing or Extra Excavation Trench". shall be full pay for the work as specified in Section 2-09.5. for shoring and cribbing or extra excavation Class B. SECTXON 8-08, PLASTXC TRAFPXC BUTTONS December 12, 1988 This section is deleted in its entirety. SECTXON 8-09, LANE MARKERS December 12, 1988 This section is deleted in its entirety and replaced with the following: 8-09 RAISED PAVEMENT MARKERS 8-09.1 Description This work shall consist of furnishing and installing raised pavement markers of the type specified in the Plans, in accordance with these Specifications, and at the locations indicated in the Plans or where designated by the Engineer. The color of raised pavement markers shall conform to the color of the marking for which they supplement, substitute for, or serve as a positioning guide for. 8-09.2 Materials Raised pavement marker (RPM) shall meet the r~quirements of the following Sections: RPMType1 RPMType2 RPM Type 3 Adhesive 9-21.1 9-21.2 9-21.3 9-26.2 8-09.3 Construction Requirements 8-09.3(1) Surface Preparation All sand, dirt, and loose extraneous material shall be swept or blown away from the marker location and the cleaned surface 76 .,. '- o~ ~- JJ""-__---LMjJ, ~-IIiIIWJUJII.~~ - ~~-- -~ ( 1 i! r I i I , ! i' , Ii i ',I j it ! I 10 ""-_lit .., --'~:!..;.'- 1J,I:.....----<llIIl~....d.l_ I o o 32 X I 0 .b.4l .l.~.__ r o o .. Z <C . :x:1- 1-i'5 0::::; <::J wu -'0 ~o (/)w, wI -'I- enu. -0 W>- ::EI- <C- 0:-' u.<C !!la :x:w I-:x: ZI- j:O ZI- w w ::E::J ::JO Ucn 0- o!::: ww :x:u 1-- !::b Z wr,n u- -:x: bf- Z I r f f I' I I prepared by one of the following procedures: When deemed necessary by the Engineer, all surface dirt within areas to receive markers shall be removed. Large areas of tar, grease, or foreign materials may require sandblasting, steam cleaning, or power brooming to accomplish complete removal. Application of markers shall not proceed until final authorization is received from the Engineer. The pavement shall be surface dry, and in cool weather shall be heated by intense radiant heat (not direct flame) for a sufficient length of time to warm the pavement areas of marker application to a minimum of 70 degrees F. 8-09.3(2) Marker Preparation Type 2 markers may be warmed prior to setting by heating to a maximum temperature of 120 degrees F for a maximum of 10 minutes. I. I " I I I , 8-09.3(3) Adhesive Preparation The adhesive shall be maintained at a temperature of 60 degrees to 85 degrees F before use and during application. Component A shall be added to component B just before use and mixed to a smooth uniform blend. The unused mixed adhesive shall be discarded when polymerization has caused stiffening and reduction of workability. 8-09.3(4) Application Procedure The marker shall be affixed to the prepared pavement area with sufficient adhesive so as to squeeze out a small bead of adhesive around the entire periphery of the marker. The required amount of adhesive per marker will normally be in the range of 20 to 40 grams. The sequence of operations shall be as rapid as possible. Adhesive shall be in place and the marker seated in not more than 30 seconds after the removal of the pavement preheat or warm air blast. The marker shall not have cooled more than one minute before seating. The length of the pavement preheat or warming shall be adjusted so as to ensure bonding of the marker in not more than 15 minutes. Bonding will be considered satisfactory when adhesive develops a minimum bond strength in tension of not less than 800 grams per square inch or IS total tension strength of 25 pounds. ... l' o o r r r r f 77 I o o ."'":,'~';I:fU--- :- J> ~1 r.1 [1 \.. 0 0 ~ [] ,32 >< ~ !iJ - L<II UlSI8I ..-- - '-"-.-- -"- ~ -, -- :t..'l.<.rw:.cs:.::;.~ z <( - :x:1- I-m O:::E <C::J LUU -'0 Ua en ' ~~I -'I- enu. -0 w> ::EI- <C- 0:-' u.<C !!la :X:w I-:x: Zl- j:o zl- ww ~~: Uen O- at:: Ww :x:u 1-- !:!:b z wu) u- -:x: bI- z r o o o o .. Markers shall be spaced and aligned as shown in the Standard P1an and as specified by the Engineer. A displacement of not more than 1/2 inch left or right of estab1ished guide line will be permitted. The Contractor sha11 remove and replace at no expense to the state all improper1y p1aced markers. Markers' shall not be p1aced over 10ngitudina1 or transverse joints in the pavement surface. On roadway sections which are not open to public traffic, the preheating of the markers by dry heating before setting will not be required provided the adhesive deve10ps the required bond strength of 800 grams per square inch in less than three hours. If the roadway section is carrying pub1ic traffic during the insta11ation of the markers, the 15 minute set-to-traffic provision will be enforced, and necessary flagging and traffic control will be required. 8-09.4 Measurement Measurement of markers will be by units of one hundred for each type of marker furnished and set in place. 8-09.5 Payment Payment wi11 be made for each of the fol10wing bid items that are inc1uded in the proposal: 1. "Raised Pavement Marker Type 1", per hundred. 2. "Raised Pavement Marker Type 2", per hundred. 3. "Raised Pavement Marker Type 3 - _ In.", per hundred. The unit contract price per hundred for "Raised Pavement Marker Type 1", "Raised Pavement Marker Type 2", and "Raised Pavement Harker Type 3 - In." shall be full pay for all labor, materials, and equfJPrRent necessary for furnishing and installing the markers in accordance with these Specifications including all cost and expense involved with traffic control except for reimbursement for labor for traffic control in accordance with Section 1-01.23(5). SECTION 8-11, GUARDRAIL september 25, 1989 8-11.3(2) Vacant This section with a new title is reinstated as follows: 8-11.3(2) Guardrail Construction Exposed to Traffic 7B L 0 = 0' :l --\. - A. ......... -~...- b..L1i1 allJ ":'-JIlIUllli:llLlM_ r1' [ i ! l I ~ r,i , , I ! r " .~ ! \ It ; , l I Ii i I rI.1 'I l PI " I, i I \ Hi iJ J l 1 II 1 ! I I I 0 n____- .... ---...........,........01----<1 - I o o 32 X I 0 ~- .--- v- ,;~:;:;if:l?'d:.1.~'1 Z <C. :x:1- f-m a:::E <C::J Wu -'0 ~O CJ)Wl W:X:\ -'I- CJlu. -0 W> :;1- <C- 0:-' u.<C !!la :X:w I-:x: ZI- j:O ZI- Ww :;::J :::>0 Uen 0- Cl!::: Ww :X:u 1-- I- :=0 Z wen U- -:x: b~ Z I r I r ! "l Y" o o o o .. Any section of beam guardrail that is removed for modification shall be back in place within five calendar days of the date the guardrail is removed. The Contractor's operations shall be conducted in such a manner that fixed objects and beam guardrail posts shall be protected from traffic at all times by attachment of the rail elements and all associated hardware or by a method approved by the Engineer. At the end of each day, guardrail sections having an exposed end toward on-coming traffic shall have a Type G terminal end section bolted securely in place. SECTJ:ON 8-20, J:LLtJHJ:NATJ:ON, TRAFFJ:C SJ:GNAL SYSTEMS, AND ELECTR:J:CAL February 26, 1990 8-20.1(1) Regulations and Code The fifth paragraph is revised to read: Safe wiring labels normally required by the Department of Labor and Industries will not be required on electrical work within the rights-of-way of state Highways as allowed in RCW 19.28.360. 8-20.3(12) Painting ": The second paragraph is revised to read: Prior to painting, all galvanized surfaces shall be treated as specified in Section 6-07.3(4). 8-20.3(14)C Induction Loop Vehicle Detectors The first sentence of item 9 is revised to read: Sawcut sealant shall conform to ASTM 0 312 Type 4. 8-20.3(15) Vacant, is revised to read: 8-20.3(15) Grout Grout shall cOJ:lform to the requirements of Section 6-03.3 (36) . SECTJ:ON 8-21, PERMANENT SJ:GNING November 27, 1989 8-21.3(4) Sign Removal 79 \._<--'~'~~~~' :: o ~ ~ JaJ~ ~ _1 - .JJ"LJ I I \ I t ~ 10 I o 0 32x 10 ~.i.- :1': ............_,.--'!illL>..I:o._ - L--_ Z <C . :x:1- I-m O:::E <C:::::l LLJu -'0 ~o en w, W:I:i -'I- enu. -0 W> ::EI- <C- 0:-' u.<C !!la :x:w I-:x: ZI- j:O ZI- wW ::!!:::J ::JO Uen 0- O!::: ww :x:u 1-- !:!:b Z WtfJ u- -:x: bI- z yo o o o o - This section is revised to read: Where shown in the Plans or as ordered by the Engineer, the existing signs and, if so indicated, the sign structures shall be removed by the Contractor. Where indicated, the Contractor shall remove concrete pedestals to a minimum of 12 inches below finished grade and backfill the holes to the satisfaction of the Engineer. Where the existing sign post is located within a sidewalk area, the Contractor shall remove the post and finish the area to make the sidewalk continuous. Wood signs, wood sign posts, and wood structures will become the property of the Contractor and shall be removed from the project or otherwise disposed of as approved by the Engineer. Metal signs, metal sign posts, and metal structural members will remain the property of the State and shall be stockpiled, as specified by the Engineer, at the location designated in the Special Provisions. The Contractor shall disassemble all signs and remove the windbeams. The signs shall be disassembled in a manner to leave them in a reusable condition. When ordered by the Engineer, the signs and windbeams shall be bundled and strapped to pallets so they can be handled by a fork lift. 8-21.3(9)B Nonshrink Grout This Section is revised to read: 8-21.3(9)B Grout Grout shall conform to the requirements of Section 6-03.3 (36) . SECTION 8-22, PAVEMENT MARKXNG september 25, 1989 8-22.2 Materials This subsection is deleted and replaced with the following: Material for pavement marki.ng shall be paint or plastic as noted in the bid item and selected from approved materials listed in the Special provision of the contract. Paint and sprayed or extruded plastic material shall be applied with a top dressing of glass beads. Paint shall comply with the specifications for no heat, instant dry pavement marking. Beads shall comply with the specifications for adherence coated glass spheres. Copies of paint and bead specifications are available at the Headquarters Materials Laboratory, 1655 outh Second, Tumwater, WA 98502. 80 <-- 0 -.."..._......._...-:'"O.!..emt'~~ o ~ ) :'1, j ~[l I o o 32 ::1 ",.'1 \1- ..- c.~;;;:::.J;J"\'I..!::.:~'" I- I' z r <C . :x:1- I-m a::; r <C::J Wu -'0 :;;0 r en W, W::t:i -'I- enu. -0 W> :;1- <C- 0:-' u.< !!la i :I:w I-:x: ZI- j:o zl- I ww ::E::J ::JO Uen 1 0- o!::: ,I Ww :I:u 1-- .~ !:!:b z -r W(/) u- -:I: . - bf- Z I -~ I .'J j ,.. .~ ~ 0 T r 0 T f I' \. 0 - (1 o .. SECTXON 9-01, PORTLAND CEMENT Auqust 28, 1989 9-01.2 Specifications The following new section is added: ~-01.2(4) Blended Hydraulic Cement Blended hydraulic cement shall conform to the requirements for Type IP (MS) or Type I (PM) (MS) cement of the Standard Specification for Blended Hydraulic Cements, AASHTO M 240 with the additional requirement that the maximum fly ash content shall be 25 percent of the cementitious material. The source of the fly ash, as well as the weight of fly ash as a percent by weight of total cement plus fly ash, shall be certified on the cement mill test certificate. SECTXON 9-02, BITUMINOUS MATERIALS May 21, 19S10 9-02.1(6) Cationic Emulsified Asphalt The tabulation on page 474 is revised as underlined: For Grade CRS-2 Min. Max. Tests on Emulsion: Viscosity SSF @ 122F. (50C.~50~. Distillation: oil distillate by vol. of emulsions t 1.5 3 9-02.2(2) Samples This section is revised in its entirety to read: When requested by the Engineer, the asphalt supplier shall ship by prepaid express or U.S. mail, samples of asphalt that represent current production. SECTION 9-03, AGGREGATES September 25, 1989 9-03.1(2)B Grading This section is revised to read: Fine aggregate shall be graded to conform to the following requirements expressed as percentages by weight: Class 1 Percent Passing Class 2 Percent Passing 81 ,.,...~......_--- ) = o .....b..AII;lU 1:,. ---.-mt ~~~-' -----'" 1.. _ J1~~ 1 i 1 I ) j 1 '.l Ii ,~ ~ [J .--....--... --lIL - I o 0 32 >< ~ 0 ~. .IL..-:........d. !I!C~ ~"',l':.\i4l~.iiaa z <( . :x:1- I-m 0:;:E <C::J Wu -'0 ~o ~~! -'I- enu. -0 w> :;1- <C- 0:-' u.<C !!la :X:w I-:I: ZI- j:o zl- w w ~~ Uen 0- a!::: Ww :x:u 1-- !:!:b Z wen u- -:I: 51- Z Y" o o \.... l o o .. sieve size Hill ~ Itin tm.x 3/8"SQUARE 100 100 U.S. No.4 95 100 95 100 U.S. No.8 68 86 u.s. No.16 47 65 45 80 U.S. No.30 27 42 u.s. No.50 9 20 10 30 U.S. No.l00 0 7 2 10 U.S. No.200 0 2.5 0 2.5 For fine aggregate Class 1, individual test variations under the minimum or over the maximum will be permitted as follows, provided the average of three consecutive tests is within the specification limits: Number of Sieve U.s. No. 30 and coarser U.s. No. 50 and finer Permissible Percent of Variation in Individual Tests 2 0.5 Within the gradation limits for fine aggregate Class 2, uniformity of gradation shall be limited to a range of 0.20 of the reference fineness modulus. The reference fineness modulus shall be determined from a representative sample from the proposed source as submitted by the Contractor. 9-03.1(2)0 Mortar Strength This section is deleted in its entirety, and is replaced by the following: 9-03.1(2)0 Vacant 9-03.1(3)C Grading This section is revised to read: Coarse aggregate for concrete shall conform to one of the following gradings: Percent Passing Grading Grading Grading Grading No. 2 No. 4 No. S No. 6 Sieve SiU w.n MllX Min MAx Mi.n &1x MiD MAx 1-1/2" Square 100 100 1-1/4" Square 95 100 90 100 1" Square 100 3/4" Square 40 70 0 20 80 100 100 1/2" Square 90 100 3/8" Square 5 20 0 2 10 40 40 90 82 o : ...........1'11_ ~ 0.:) f I : I i; r! i ! ;! III HI' l\ ~,; PI ! .111 I \ I! I 'I ! ~; 'I ,1 II ~ oJ II! i ICI T ~ I o o 32 X m 0 Z <C . :x:1- I-m 0:;:E <C::J UJu -'0 ~o CJjW1 w:I: -'I- enu. -0 w> ~I- <C- 0:-' u.<C !!la :X:w I-:I: ZI- j:a zl- w w ;:E::J ::Jo Uen 0- o!::: WUJ :I:u 1-- !:!:b z wu) u- -:I: bI- Z .. o o \.. - I r I I 1 I , I I I f ,. '!I I r r. r I' f o o .. u.s. No. 4 U.S. No. 200 2 0.5 0 30 0.5 o o o 0.5 0 4 5 0.5 0 All percentages are by weight. In individual tests, a variation of four under the m1n1mum percentages will be allowed. The average of three successive tests shall be within the percentages stated above. Coarse aggregate shall contain no piece of greater size than two times the maximUIII sieve size for the specified grading measured along the line of greatest dimension. When the Engineer approves, the coarse aggregate may be blended from other sizes if: 1. The resulting aggregate meets all requireme.nts for specified grading; 2. Each size used makes up at least 5 percent of the blend: and 3. The Contractor supplies the Engineer with gradings for the proposed sizes, along with their proper proportions before producing the aggregate. If the aggregate will come from commercial sources, the Contractor shall supply this information and have it approved before proportioning and mixing the concrete. In place of Grading No. 2 the Contractor may substitute a 50-50 mix of Gradings No. 4 and 5. The following four new sections are added: Coarse Aggregate for Portland Cement Concrete Contractor-Provided Mix Designs Coarse aggregate for concrete in Contractor-provided mix designs shall consist of gravel, crushed stone or other inert material or combinations thereof having hard, strong, durable pieces free from adherent coatings. Coarse aggregate shall be washed to remove clay, silt, bark, sticks, alkali, organic matter, or other deleterious material. 9-03.1(4) 9-03.1(4)A Deleterious Substances The amount of deleterious substances shall not exceed the following values: Amount finer than u.s. No. 200 pieces of specific gravity 83 1.00 percent by weight 2.00 percent by weight >.'-_!.,:-..,.:...\.;-:,~.~lJl'1:'~""'" = o ) o 1*II.l:iIIIIlIIlIL -- ~ -_~L1.L _ _.II!tI.. ----""- .:.1 ...-.....-- Mt:. ~[l I o o \~ .~"' 32)( ~ U .........~IlL~~ll.JI-"'~ - . Z <C . :I:I- I-m O:;:E <(::J LUU -'0 ~O CJ)W1 LU :x: , -'I- enu. -0 w> ;:EI- <C- 0:-' u.<C ~a :X:w I-:I: ZI- j:O ZI- Ww ;:E::J ::JO' Uen 0- O!:: WLU :I:U 1-- ~b Z wen u- -:I: br- Z ... "'\ o o ....LUM..~. l. o o o .. less than 1.95 Clay lumps Shale 0.50 percent by weight 2.00 percent by weight 0.05 percent by weight Wood waste For coarse aggregate with a minimum single face fracture content of 25 percent by weight, the material finer than the U.S. No. 00 sieve may increase to a maximum of 1.5 percent by weight. Fracture shall be determined in accordance with WSDOT Method 103 for each specification Screen Size U.S. 10 and above which retains more than 5 percent of the total sample. 9-03.1(4)B Wear in Los Angeles Machine Coarse aggregate shall not have a percentage of wear in the Los Angeles machine in excess of 35 after 500 revolutions, 9-03.1(4)C Grading Coarse aggregate for portland cement concrete when separated by means of laboratory sieves shall conform to one or more of the following gradings as called for elsewhere in the specifications, special provisions or in the plans: passing AASHTO Grading No. 467 Grading No. 8 AASHTO Grading No. 57 AASHTO Grading No. 67 AASHTO Grading No.7 Sieve ~ H1.n....Mi!&.H1.n....~Min....Mi!&.H1.n....Msl&.M!n....Mi!&. 2" square 100 1-1/2"sq. 95 100 100 1" sq. 95 '100 100 3/4" sq. 35 70 90 100 100 1/2" sq. 25 60 90 100 100 3/8" sq. 10 30 20 55 40 70 85 100 U.S. No.4 0 5 0 10 0 10 0 15 10 30 U.S. No.8 0 5. 0 5 0 5 0 10 U.S. No. 16--- 0 5 All percentages are by weight. As an alternative to the AASHTO gradings, the Contractor may use WSDOT grading No. and No.,. In individual tests, a variation of four under the minimum percentages or over the maximum percentages will be allowed. The average of three successive tests shall be within the percentages stated above. Coarse aggregate shall contain no piece of greater size than two times the maximum sieve size 84 7"" o ) II - - -------' __J ) \- ' i: HI i., , r~ " ; I ! f !':t J 10 ,--...... I o o 32:x: Q 0 LIl J~~IJJ:IIIIIl_.-..--<. --.-wI! Z <C . :x:1- I-m 0:;:E <C::J Wu -'0 ~o t/lW, w:I: -'I- enu. -0 W> ;:EI- <C- 0:-' u.<( en::J _0 :X:w I-:I: ZI- j:o zl- w W ::!!::J ::JO Uen 0- o!::: WLLJ :I:u 1-- !:!:b z wen u- i=~ o z ... o o - l --- o o .. I I f I I' I for the specified grading measured along the line of greatest dimension. When the Engineer approves, the coarse aggregate may be blended from other sizes if: 1. The resulting aggregate meets all requirements for the approved grading; 2. Each size used makes up at least 5 percent of the blend; and 3. The Contractor supplies the Engineer with gradings for the proposed sizes, along with their proper proportions. I I I I ,- I I , I (' ... I I" I' I' 9-03.S(3)A Gradation - Future Use In the FINE AGGREGATE table, the percent passing u.s. No. 200 sieve for the various classes of asphalt concrete is revised to read: Class U.s. No. 200 B 5.0-9.0 D 2.0-5.0 E F G 3.0-12.0 3.0-12.0 3.0-7.0 9-03.8(6) Proportions of Materials In the GRADING AND ASPHALT REQUIREMENTS table, the percent passing the U.S. No. 200 sieve for ~he various classes of asphalt concrete is revised to read: Class U.S. No. 200 o 2.0-5.0 E 2.0-9.0 B 3.0-7.0 F 2.0-S.0 G 3.0-7.f) 9-03.15 Test Methods for Aggregates This Section is revised in its entirety by the following: The properties enumerated in these Specifications shall be determined in accordance with the following methods of tests. ~ Test Method sampling AASHTO T 2 organic Impurities AASHTO T21 Clay Lumps in Aggregates AASHTO T 112 Abrasion of Coarse Aggregates by use of the Los Angeles Machine WSDOT No. 101 Material Finer than U.S. No. 200 sieve in Aggregates wSDOT No. 102 Percent of Fracture in Aggregates wSDOT No. 103 I Sieve Analysis of Fine and Coarse Aggregates wSDOT No. 104 0 () Sand Equivilant Test for Surfacing Materials WSDOT No. 109 Determination of Degradation Value WSDOT No. 113 85 '~,,,,.:~'";':~~~-n:.-__ 0:) - JLl.:h' MIl . -: ; [J ~r i"~' ~)"~ X. !i'lU _j,!, t\I o _JIll;' ..-.,..- --~ J;.._~""""'" - _11 -~-----~ -.- ------ ",. Z <C ' :I:I- l-aJ 0:;:E <C::J Wu -'0 ~o en w~ w :I: , -'I- enu. -0 w>- ;:EI- <1:- 0:-' u.<C !!la :X:w I-::c z"", j:o zl- ww ;:E::J ::JO Uen 0- ot:: Ww :I:u 1-- !:!:b z wen u- i=;:: o z .,. "'\ o o '-.......J ---- o o .. Determination of Fineness Modulus Lightweight Pieces in Aggregates Percentage of Particles Smaller than 0.025 and 0.005 mm Stabilometer R Value, Untreated Materials Swell Pressure and Permeabiity Stabilometer S Value, Treated Materials Determining Stripping of Asphalt Concrete Cohesiometer Compressive Strength of Concrete Flexural Strength of Concrete WSDOT No. WSDOT No. mm WSDOT No. WSDOT No. WSDOT No. WSDOT No. WSDOT No. WSDOT No. WSDOT No. WSDOT No. 119 122 603 611 611 703 718 719 801 802 SECTION 9-04, JO~NT AND CRACK SEAL~NG MATER~ALS July 24, 1989 9-04.4(2) Rubber Gaskets for Asbestos Cement storm Sewer Pipe This Section is deleted. 9-04.10 Crack Sealing - Asphalt Rubber This Section is revised to read: 9-04.10 Crack Sealing - Rubberized Asphalt Rubberized asphalt for crack sealing asphalt concrete pavement shall conform to AASHTO M 173 (ASTM D 1190) and have a COC flash point '(AASHTO T 48) of 400 F minimum. AASHTO M 173 (ASTM D 1190) is modified to delete the Bond Test requirement. AASHTO T 48 is modified to ~equire careful agitation of the rubberized asphalt sample during testing to prevent local overheating. SECTION 9-05, DRAXNAGE STRUCTURES, CULVERTS, AND CONDU~~S September 25, 1989 9-05.1 Drain Pipe The following sUbsection is added: 9-05.1(7) Corrugated Polyethylene Drain Pipe Corrugated polyethylene drain pipe, 12-inch- thru 24-inch diameter maximum, shall meet the minimum requirements of AASHTO M 294. 9-05.2 Underdrain Pipe The following subsection is added: 9-05.2(8) Perforated Corrugated Polyethylene Underdrain Pipe 86 ".."....-.-.-...--- = L o _~_1..""" IlL ~1?Jl:1~L__~ --II o )I .J. b..- 11 ' ,{ I" !' J ' r 1 ! I I J I [j ..W'-..,-" - I o o "- .JlJ::.LL...mAt. ... 32 >< ~ 0 Z <l: . :I:I- l-iE 0:::< <C::J Wu -'0 Uo enw ~:I: -'I- (flu. -0 W>- ::<1- <l:- 0:-' u.<l: !!l5 :I:w I-:I: ZI- j:o zl- W w ;:E::J ::JO Uen 0- Cl!::: Ww :I:U 1-- !:!:b z W(.f) u- -:I: br- z .,. o o c L I I I I , I "" I " I -, I ':' -'I I '1':1 I "lI .1 ' r f I o o .. Perforated corrugated polyethylene underdrain thru 24-inch diameter maximum, shall meet requirements of AASHTO M 294. Perforations accordance with AASHTO M 252. pipe, 12-inch the minimum shall be in 9-05.9 Steel Spiral Rib storm Sewer Pipe This Section is revised to read: steel spiral rib storm sewer pipe shall be manufactured of metallic coated (aluminized or galvanized) corrugated steel and inspected in conformance with Section 9-05.4. The size, coating, and metal shall be as shown in the Plans or in the Specifications. The manufacturer of spiral rib storm sewer pipe shall furnish to the Engineer a certificate of compliance stating that the materials furnished comply in all respects with these Specifications. The Engineer may require additional information or tests to be performed by the Contractor, at no expense to the State. Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated either by using a continuous helical lock seam with a seam gasket or a continuous helical welded seam paralleling the rib. For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be essentially rectangular and shall be 3/4 inch plus two times the wall thickness (2t) plus or minus 1/8 inch (measured outside to outside) and a minimum of 0.95 inch high (measured as the minimum vertical 'distance from the outsid~ of pipe wall immediately adjacent to the lockseam or stiffener to the top surface of rib). The maximum spacing of the ribs shall be 11.75 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be a minimum of 0.10 inch and a maximum of 0.17 inch. If the sheet between adjacent ribs does not contain a lockseam, a stiffener shall be included midway between ribs, having a nominal radius of 0.25 inch and a minimum height of 0.20 inch toward the outside of the pipe. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. When required, spiral rib or narrow pitch spiral rib pipe shall be bituminous treated or paved. The bituminous treatment for spiral rib pipe shall conform to the 87 . ..".<-.~,:........~..1._..#..>:v- :. ) o o ~1iIlIlII.-1 ~ .III -- III ~j U ---.-......--" .flll.A1k I _I o () (f~ ,,, """1."',\ ':'1"'" \( ill J ,.;;1- ~ , t I.. & bd..d.iliai.:._~ p- Z <C - II- I-m O::;:E <l;::J Wu -'0 ~O en w, w:X: -'I- enu. -0 W> :21- <C- 0::-' u.<C en::J _0 :I:w I-:x: ZI- j:a zl- ww ;:E::J ::JO Uen 0- o!::: Ww :I:u 1-- !:!:b z wCJ) u- -:I: 13.... z r o o . .. _.._--""_....,'-~ \... 0 - ~....-:l. o o - requirements of sections 9-05.4(3) and 9A_05.4(4). For narrow pitch spiral rib sewer pipe, the helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be .375 inch 1/8 inch wide (measured outside to outside) and a miniwum of .4375 inch high (measured as the minimum vertical distance from the outside of pipe wall to top surface of the rib). The maximum spacing of ribs shall be 4.80 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of 10 percent. 9-05.9(1) continuous Lock Seam Pipe Pipes fabricated with continuous helical seam parallel to the rib may be used for full circle pipe. The lock seam shall be formed in the flat between ribs and shall conform to sections 7.5.1 through 7.5.3 of AASHTO M 36. For narrow pitch spiral rib storm sewer pipe, the lap width specified in section 7.5.1 shall be 1/4 inch. For use in applications without bitumi.nous treatment, the continuous lockseam must be qualified by tests conducted by the Headquarters Materials Laboratory. 9-05.9(1)A Basis for Acceptance The basis for acceptance will be a qualification test, conducted by the Headquarters Materials Laboratory, for each manufacturer of helically corrugated, gasketed spiral rib, or narrow pitch spiral rib lock seam steel pipe. Only those specific pipe sizes and gasket materials approved under the qualification test will be accepted. Continuous lock seaJII pipe shall be sampled and tested in accordance with AASRTO T 249. 9-05.9(2) Continuous Welded Seam Pipe Pipes fabricated with a continuous helical welded seam parallel to the ribs may be used for full circle pipe. The welding process for galvanized steel pipe shall be so controlled that the combined width of the weld and adjacent spelter coating burned by the welding does not exceed three times the thickness of the metal. If spelter is burned outside these limits, the weld and burned spelter shall be treated as required below. Testing for welded seam quality control shall confot'JI to AASHTO T 241. Welded pipe fabricated from aluminized steel pipe shall have the coating of the BS :: ~ -Ltl _ -.ll o ~_I_~~U. - 1lsl:.~"U_- P I ( ;1: :11 L; ., '-I n .Ii 1 I , l" i ( if ! I Ii , I ~ [] . _ __.~.. lft- I o o -'.> "'} );" ~l~ I-~]. ,;;>'1"" ~.-. ~.adMI~- *.. ... Z <C . :I:I- I-m O:;:E <(::J UJu -'0 Uo enw t2:x: -'t- en u. -0 w>- ::!;I- <C- 0:-' u.<C !!la :X:w I-:I: ZI- j:o zl- ww ;:E::J ::JO Uen 0- Cl!::: Ww :X:u 1-- !:::b z WC.f) u- -:I: bI- Z I r f I I I I I t I I I y o , I " I o -, I ' r ( f o o .. welded area repaired by flame-sprayed metalizing inside and out after welding. Repair of Damaged Galvanizing: When the galvanized (zinc coated) surface has been burned by gas or arc welding, all surfaces of the welded connections shall be thoroughly cleaned by wire brushing and all traces of the welding flux and loose or cracked galvanizing removed, after which the areas shall be repaired by flame-spray metalizing both inside and out. 9-05.9(3} coupling Bands Coupling bands shall be of the same material as the pipe. Coupling bands and gaskets shall conform to section 9-05.10(1). 9-05.10 Steel storm Sewer pipe This Section is revised to read: steel storm sewer pipe shall conform to the requirements of Section 9-05.4 for steel culvert pipe, except that protective coating shall be Treatment 5, and be constructed of either helically corrugated lock seam or helically corrugated continuous welded steel pipe. When gasketed helically corrugated lock seam steel pipe is called for, Treatment 5 is not required. Welded seam aluminum coated (aluminized) steel pipe shall require metalized aluminum coating inside and out following welding and shall not require Treatment 5. 9-05.10(1) Coupling Bands This Section is revised to read: Coupling bands for storm sewer pipe shall conform to the details shown in the Standard Plan and to these Specifications: Bands shall be made of the same base metal as the pipe and may be two nominal thicknesses lighter than used for the pipe but not thicker than 0.109 inch or lighter than 0.064 inch. corrugations on the bands shall be the same size and shape as those on the pipe to be connected, Steel bolts and, nuts shall meet the requirements of .l\,STM A 307, and galvanized in accordance with AASHTO M 232. Welds shall develop the full strength of the parent metal. Type F bands may be used as an alternate to all other types shown for steel storm sewer pipe aizes 12 inches in diameter to 84 inches in diameter inclusive, provided that two annular corrugations are formed on each pipe end 89 l.-_.._._-,~\.~--~.,..,..,.."""""""",--", - ':- o :) , - -.... Ji ..-----..~.L1 I . __~.1_- -- ~l ~ [J ~__...._~_............t!""__ - I o () 'll ...... :32 (i U .a.J.~~~ o (J - to be joined. The end corrugation shall be 2 inches by 1./2 inch and the inside adjacent corrugation shall be 2-2/3 inches by 1./2 inch. Z <( . :x:1- I-m O:;:E <C::J Wu -'0 ~o en w. w :c ~ -'I- enu. -0 W> :;1- <(- 0:-' u.<( !!la :X:w I-:I: ZI- j:o zl- w w ;:E::J ::JO Uen 0- o!::: Ww :I:u 1-- !:!:b Z w(J'J u- -:I: b'- Z When annular corrugated bands are used to connect lock-seam helically corrugated pipes, the seam shall be welded at the pipe ends prior to recorrugating to prevent unraveling of the seam. Coupling bands shall be made by the same manufacturer as the steel storm sewer pipe selected for installation. 9-05.1.5(1.) Manhole Ring and Cover The first paragraph is revised to read: Castings for manhole rings and covers shall be gray iron castings conforming to the requirements of AASHTO M 105, Class 30. 9-05.1.7 Aluminum Spiral Rib storm Sewer Pipe This Section is revised to read: Aluminum spiral rib storm sewer pipe shall be manufactured of corrugated aluminum and inspected in conformance with section 9-05.5. The size, coating, and metal shall be as shown in the Plans or in the Specifications. The manufacturer of spiral rib storm sewer pipe shall furnish to the Engineer a certificate of compliance stating that the materials furnished comply in all respects with these Specifications. The Engineer may require additional information or tests to be performed by the Contractor, at no expense to the State. Unless otherwise specified, spiral rib storm sewer pipe shall be furnished with pipe ends cut perpendicular to the longitudinal axis of the pipe. Pipe ends shall be cut evenly. Spiral rib pipe shall be fabricated by using a continuous helic~l lock seam with a seam gasket. For spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch wide by 3/4 inch deep with a nominal spacing of 7-1./2 inches center to center. Pipe shall be fabricated with ends that can be effectively jointed with coupling bands. For narrow pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs ". o o 90 I o o .,~ =- ) fJ 0 Wl [J \.. 0 0 :32. >< (1 .. ~.. ~b.':::" - L---_ ~-=-...~ ~_"'IIIIiI"-- .-&all ..&.....b.._ L IT Z <C ' :I:I- I-m 0::2 <C:::J L1JU -'0 Uo ~L.U\ w:::I:\ -'I- enu. -0 w>- ;:EI- <C- 0:-' u.<C !!la :X:w I-:I: ZI- j:o zl- w w ;:E::J ::JO Uen 0- ot:: Ww :I:u 1-- I- !:!:a z wen u- -:I: b~ z r o o - l I I I r " r f r I '1 I I I I ., I ., I . ." I . '" r f ., I o o ('; .. o shall be 0.375 inch 1/8 inch wide (measured outside to outside) and a minimum of 0.4375 inch high (measured as the minimum vertical distance from the outside of pipe wall to top surface of the rib). The maximum spacing of ribs shall be 4.80 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of 10 percent. For wide pitch spiral rib storm sewer pipe, helical ribs shall project outwardly from the smooth pipe wall and shall be fabricated from a single thickness of material. The ribs shall be 3/4 inch 1/8 inch wide (measured outside to outside) and a mini.mum of 1).95 inch high (measured as the minimum vertical distance from the outside of pipe wall to top surface of the rib). The maximum spacing of ribs shall be 11.75 inches center to center (measured normal to the direction of the ribs). The radius of bend of the metal at the corners of the ribs shall be 0.0625 inch with an allowable tolerance of 10 percent. 9-05.17(1) Continuous Lock Seam Pipe Pipes fabricated with continuous helical seam parallel to the rib may be used for full circle pipe. The lock seam shall be formed in the flat between ribs and shall conform to Section 13.2.1 through 13.2.5 of AASHTO M 196. For narrow pitch spiral rib storm sewer pipe, the seam lap width specified in Section 13.2.1 shall be 1/4 inch. The continuous lock seam must be qualified by tests conducted by the Headquarters Materials Laboratory. 9-05.17(1)A Basis for Acceptance The basis for acceptance will be a qualification test, conducted by the Headquarters Materials Laboratory, for each manufacturer of helically corrugated, sp:l.ral rib, narrow pitCh spiral rib, or wide pitCh spiral rib lock seam pipe. Only those specific pipe sizes and gaSket materials, if any approved Under the qualification test, will be accepted. Continuous lock seam pipe shall be sampled and tested in accordance with A~SHTO T 249. 9-05.17(2) Coupling Bands Coupling bands shall be of the same material as the pipe. Coupling bands and gaSkets shall conform to Section 9-05.10(1). The following new section is added, 91 : o~ ....-- L ~mll _....L:-:x.:.:=&~..Jn~ 10 - ----- LJI..... ~ - I o o 32X~O ....~.......-. ',*"*;';;:R:~~t::'t;!j;;.u Z <C ' :I:I- I-m O:;:E <(::J Wu -'0 ~o en w, w :x: I -'I- enu. -0 w> ;:EI- <(- 0:-' u.<( !!la :I:w I-:I: ZI- j:o zl- ww ;:E::J ::JO Uen 0- o!::: Ww :I:u 1-- !:!:b z wen u- -:I: bf- Z r o o \... o o - 9-05.18 Safety Bars for CUlvert Pipe Steel pipe used as safety bars and steel pipe used as sockets shall conform to the requirements of ASTM A 53 for steel pipe. Steel tubing used as safety bars shall conform to ASTM A 500 for steel tubing. Steel plate shall conform to AASHTO M 183. All parts shall be galvanized after fabrication in accordance with AASHTO M 111 and AASHTO M 232. SECTZON 9-07, REINFORCZNG STEEL July 24, 1989 9-07.2 Deformed Steel Bars The first paragraph is revised to read: Deformed steel bars for concrete reinforcement shall conform to the requirements of AASHTO M 31 Deformed and Plain Billet Steel Bars for Concrete Reinforcement, Grade 60, or ASTM A-706, Low-Alloy Steel, Deformed Bars for Concrete Reinforcement. However, in computing the ul timate uni t tensile stress from test data, the area may be corrected for weight per linear foot of the bar within the. weight tolerances listed. No such correction for weight shall be used in calculating the yield stress; the nominal area of the bar, as given in Table 1 of AASHTO M 31 or ASTM A-706, shall be used in this computation. 9-07.3 Epoxy-Coated Steel Reinforcing Bars' Item 1 of the first paragraph is revised to read: 1. The list of steel reinforcing bars acceptable for epoxy coating shall include ASTM A-706. 9-07.10 Prestressing Reinforcement The second paragraph is revised to read: Prestressed reinforcement shall be mill bright high-tensile-strength seven wire low-relaxation strand conforming to the requirements of AASHTOM 203, Grade 270. The third paragraph is deleted. SECTZON 9-20, PLASTZC TRAFFZC BUTTONS Deoember 12, 1988 This section is deleted in its entirety. 92 o = O.'.~ III I; ! ' 10 32 > :;1- <C- 0:-' u.<C !!la :I:W I-:x: ZI- j:O ZI- w W :;::J ::JO' Uen 0- Cl!::: Ww :X:u 1-- !:!:b Z wCJ) u- -:I: bI- Z ,. o o \... - I r I I I I I I 1 r I [ ,I , I, :., I f- ( f f .. o o .. SECTJ:ON 9-21, LANE MARKERS April 3, 1989 This Section is deleted in its entirety and replaced by the following: 9-21 RAISED PAVEMENT MARKERS (RPM) 9-21.1 Raised' Pavement Markers Type 1 Markers Type 1 shall be plastic markers composed of thermosetting resins, pigments and inert ingredients and be of uniform composition. Plastic markers shall not contain glass. 9-21.1(1) physical and Chemical Properties The markers shall be of uniform composition and free from surface irregularities, cracks, checks, chipping, peeling, spalling, crazing, and other physical damage interferring with a~pearance, application, or durability. The markers shall be precast in the form of a single based spheriodal segment terminating in a rounded or squared shoulder where the spherical top meets the base. The markers shall meet the following requirements: prooertv ~ plastic Markers Weight Height Diameter Shoulder Height Planeness of base: concavity Convexity Brightness Color grams inches inches inches 125 min. 0.65-0.78 3.85-4.05 0.14 :!: .06 inches inches 0.02 max. 0.05 max. 80 min. (white only) White & 15 min. 21 min. (white only) Yellow inch-pounds percent by weight Impact resj.stance Titanium Dioxide The markers will be tested prior to use. Test procedures are available from the Washington state Department of Transportation, Materials, Laboratory, P.O. Box 67, Olympia, Washington 98504. 9-21.2 Raised Pavement Markers Type 2 93 o -~:- : 0-) J.J..i-- ntll:WJr~--:::il'-'-'- -L1!I1hl ~1I1 IllIIIl LllII>dlll..Lti.L_.-lIII ~...LI. 10 I 1- .... - o () 32 X I 0 .-&.~~ L--.-"L............. ~~::i;:'''D.i.'~'. Z <C - :I:I- I-m 0::; <C::J Wu -'0 :;;0 en UJ~ w:I:1 -'I- enu. -0 ~> o:(!::: 0:-' u.<C !!la :X:w I-:I: ZI- j:o zl- w W ;:E::J ::JO Uen 0- o!::: Ww :I:u 1-- !:!:b z wen u- -:I: bI- Z y o o - o o - The markers shall be of a permanent type intended to provide reflectivity for at least 3 years under normal interstate traffic conditions. The marker housing shall contain reflective faces as shown in the Plans to reflect incident light from either a single or opposite directions. 9-21.2(1} Physical Properties The markers shall be not less than 4.0 inches nor more than 5.0 inches in width, and not more than 1.0 inch in height. The outer surface of the marker housing shall be smooth except for purposes of identification. The base of the markers shall be substantially free from gloss or substances that may reduce its bond to adhesive. 9-21.2(2} optical Requirements A. Definitions: Horizontal entrance angle shall mean the angle in the horizontal plane between the direction of incident light and the normal to the leading edge of the marker. Observation angle shall mean the angle at the reflector between observer's line of sight and direction of the light incident on the reflector. Specific intensity (S.l.) shall mean candlepower of the returned light at the chosen observation and entrance angles for each foot-candle of illumination at the relfector on a plane perpendicular to the incident light. B. Optical Requirements: The specific intensity of each reflecting surface at 0.2 degree observation angle shall be not less than the following when the incident light is parallel to the base of the marker. Hor. Ent. Anale 00 200 ~ 3.0 1.2 Yellow reflectors shall be not less than 60 percent and red reflectors not less than 25 percen~ of the above values. c. Optical Testing Procedure: A random lot of markers will be tested. Tho markers to be tested shall be located with the center of the reflecting face at a distance of 5 feot from a uniformly bright light source having an effective diameter of 0.2 inch. ' 94 l. = o~ o (1 , , i ~ , , 11 ! I I I \ 1) i1l I!. ~ J i III '11 .I ;, ! I !' f /, II , I 10 I -- o o 32 X ~ 0 v- ",,~iil/i{{:JI'.I Z <C. :x:1- I-m C::;:E <C::J Wu ...Ja ~o en LUI w:I:, -'I- enu. -0 w> :;1- <C- cr:-' u.<C !!la :X:w I-:I: ZI- j:o zl- UJ LU :;::J ::JO Uen 0- O!::: WLU :X:u 1-- !:!:b z wen u- -:I: bI- Z ,.. o o r I r r Ii I I L 1 L , I I -, J I 1 I I 1 [ ,I ''I 1 ''I I f " I - o o .. The photocell width shall be O. 05 inch. :It shall be shielded to eliminate stray light. The distance from light source center to the photocell center shall be 0.21 inch. :If a test distance of other than 5 feet is used, the source and receiver dimensior.s and the distance between source and receiver shall be modified in the same proportion as the test distance. Failure of more than four percent of the samples shall be cause for rejection of the lot. 9-21.2(3) strength Requirements Markers shall support a load of 2,000 pounds as applied in the following manner: A marker shall be centered over the open end of a vertically positioned hollow metal cylinder. The cylinder shall be 1 inch high with an internal diameter of 3 inches and wall thickness of 1/4 inch. The load shall be slowly applied to the top of the marker through a 1-inch diameter by 1-inch high metal plug centered on the top of the marker. Failure shall constitute either a breakage or significant deformation of the marker at any load of less than 2,000 pounds. 9-21.3 Raised Pavement Markers Type 3 Raised pavement markers Type 3 shall meet the following requirements: Impact Resistance Titanium Dioxide Resin content Reflectance Concavity & convexity: T:r:'ansverse Longitudinal 15 inch-lbs., min. 21% (by wt.), min. (white only) 20% (by wt.), min. 80% min. 1/16 inch, max. 1/8 inch, max. Dimensions for raised pavement markers Type 3 shall conform to the following: RPM Type 3-6" RPM Type 3-8" Ri'M Type 3-10" RPM Type 3-12" Length 6" 8" 10" 12" Width 4" 4" 4" 4" Depth 3/4" 3/4" 3/4" 3/4" Shoulder depth shall be 1/4". The ends shall be beveled from the top of the shoulder edge at a slope of 1:1. 95 ,""'"'."'.............'..,.;,'..ii..;l~:'.~.n..~r.'~~___..._ V' ( 0 ....t:::..... ::: 0' ') ...,.4,.....1___ .oiII1iIIIII>. II h_.AlIt.~, L.LI!1LL.. ...... Ulllt_ -'~ ...b&J11 i 1 -; . ,.~! 1, '1 ~ 1 1 :1 1 , ,~ ;j .~ i ,~ ;\ ,(~ ~ ~.1 l I "1 .\ I I i i :' i 10 I o o -.....~IIIWIIl...J.. ... jJjJJ::I:mllll_ltltll!UIOllllfl 32 X 10 ~i!'J1'"'tiii.\;:.tr"'?l z <( . :I:I- I-dJ c:r:::l; <(:::> UJu -'0 :;;0 ~~I -'I- (JlLL. -0 ~>- <(t= c:r:-' LL.<( ~a :I:UJ I-:I: ZI- ;:0 zl- UJUJ ::!::::> :::>0 U(Jl 0- ot= UJUJ :I:U 1-- ~b z wen u- f= :I:. 0'" Z r o o ,.-....."...""'""""'"""'" "- ~J~ () o .. Reflectance will be measured with a photovolt Reflectance Meter or its equivalent by comparing to a 78 percent standard. SECTION 9-22, MONUMENT CASES August 28, 1989 9-22.1 Monument Cases, covers, and Risers The first sentence of the first paragraph is revised to read: Castings for monument cases, covers, and risers shall be gray iron castings conforming to the requirements of AASHTO M 105, Class 30. SECTION 9-23, CONCRETE CORING MATERIALS AND ADMIXTURES August ::l8, 1988 9-23.6 Air-Entraining and Chemical Admixtures This section is revised to read: 9-23.6 Admixture for Concrete Admixtures for use in concrete shall meet the following specifications: Admixture Snecification A..~SHTO M 154 ASTM C 260 MSHTO J~ 194 Type A ASTM C 494 Type A MSUTO M 194 Type B ASTM C 494 Type B MSHTO M 194 Type D ASTK C 494 Type D MSHTO M 194 Type F ASTM C 494 Type F and G and G Air entraining Water Reducing Set Retarding Water Reducing/ Set Retarding High Range Water Reducing In addition to the above specifications, admixtures proposed for use shall contain less than one percent chloride ion (Cl-) by weight of admixture. Acceptance of admixtures will be based on Manuf.acturer's Certificate of Compliance. If required by the Engineer,' admixtures shall be sampled and tested before they are used. 9-23.7 Air-Entraining and Chemical Admixtures for Precast Prestressed Concreto. The second sentence of the first paragraph is revised to road: Acceptance will be on the basis of a Manufacturer's Certification of Compliance. 96 o = o ) -~J:llgj'--- -___11I_ -- -...... ""-- - *i i) r ~ i ~ I ;1 :1 Ii 1'1] i i III , 'I II ,I I; , I I i 10 I o o - .-- ...~~.l..dl. ................'" __ 32 X I 0 Z <( , :1:1- I-dJ c:r:::!: <(:::> UJu -'0 :;;0 ffi~\ -'I- (flu. -0 UJ, ::!:r <(t= c:r:-' u.<( !aa J:UJ 1-:1: ZI- ;:0 zl- UJ UJ ::!::::> ::>0 U(Jl 0- ot= UJUJ :1:u 1-- ~b z wu) u- -:1: bI- Z ,.. o o I I I I I I I I I ( I , -, I '1 I ' " ! I' r " " o o .. The fourth paragraph is revised to read:. Acceptance will be on the basis of a Manufacturer's Certification of Compliance. 9-23.9 Fly Ash This section is revised to read: Fly &sh shall conform to the requirements of MSHTO M 295 Class C or F with optional chemical requirements as set forth in table 1 and optional physical requirements as set forth in 'l'able 2A and with a further limitatiorl that the loss on ignition shall be a maximum of 1.5 percent. SECTION 9-26, EPOXY RESINS April 9, 1990 9-26.2 Adhesive for Lane Markers 9-26.2(1) Description The components in the first paragraph are revised to read: Parts by Weight 100.0 4.55 37.97 Package A Epoxy Resin Titanium Dioxide Oleophillic Fumed Silica 2.28 Talc Package B N-Aminoethyl Piperazine Nonylphenol Carbon Black Silica Talc Oleophillic Fumed silica 9-26.2(2) Raw Materials The following items are revised to read: 1. EpoK}' Resin--Viscosi ty, 70-100 poise at 25 deg. C: Epoxide equivalen't, 175-200: color (Gardner), 5 maximum; manufactured from Epichlorhydrin and Bisphenol A. The reactive diluent shall be either Butane Diol Diglycerol Ether or Para Tertiary Butyl Phenyl Glycidal Ether. 22.53 50.88 0.14 25.32 50.63 2.28 2. High purity fumed silica--Surface treated with 8 silicone oil, with the following properties: Appearance, fluffy white powder: ~urface area, N2 B.E.T. method: 100 + 20 M2/gram: weight t carbon, 4.5 minimum: ignition loss (dry basis) 2 hours at 1000 deq. C, 7 maximum: specific 97 ....-.....-..._.,-.=.~- ......~_, r" .,--. ;- ) L 0 0 illI-. __IIA. 1. - .II. - -.- A...IlI1~"'11 . - I o () I I B !~~ ~~~* I ~ IJ ::'12;<: ~l U i __.__,~_.. bolI_~......,~ 1imtlJ..r.I iii"'" j>:;'~t(.J.:~:':;'.('1 Z <( , :1:1- I-dJ c:r:::2 <(:::> UJu -'0 :;;0 (/)w. w:::J:\ -'I- (Jlu. -0 UJ>- ::!:I- <(- c:r:-' u.<( ~a :1:UJ I-:I; ZI- ;:0 zl- UJUJ ::!::::> :::>0 U(Jl 0- ot= !JJUJ :1:u I- ,- ~b Z wen u- -:1: bI- Z r o o ~ - o o .. gravity, 1.8. Moisture, weight %, 0.5 Maximum. 4. Talc--Percent passing 325 mesh screen, 100%; oil absorption in grams/100 g. talc, 28-34; Hegman grind in oil, 3 minimum; purity, 98%, talc minimum. The following new item is added: 8. Silica--percent passing through 325 mesh screen, 98% minimum. Average particle size, 7 - 10 microns; oil absorption in grams per 100 g. silica, 25 - 31. Hegman grind, 3 minimum. Purity, 98% silica (Si02) minimum. 9-26.2(3) Physical Requirements of Mixed Adhesive This section is revised to read: A blend of one part of component A and one part ot component B of mixed adhesive shall exhibit the following properties: Gel time (150 G. Batch) Tensile strength 1/16 inch film between steel bocks cured 24 hours at 70 F Tested at 70 F Shore D Hardness Tested at 70 F Tested at 120 F (Min.) 30 Deformation Temp. (Min.) 120 F Viscosity of Mixed Adhesive*1,000-2/000 poise *Brookfield to Helipath Spindal at 77 deg. F. 5-10 minutes 1,000 psi (Min.) 70-80 (Cured 24 hours at 70 F) SECTZON 9-28, SZGNZNG MATERZALS AND FABRZCATZON April 9, 1990 9-28.2(1) Hardware The ASTM specification fo~ strap and Mounting Bracket in the firGt paragraph is revised to read: strap and Mounting Bracket ASTM A 412, Type 201. 9-28.6 Enclosed Lens Reflective Sheeting The second paragraph and the tabulation that follows on Page 607 is revised by deleting all references and values pertaining to the 2.0 degrees observation angle. Also, the values listed under Premium White in the tabulation are revised to read as follows: Obs. Ang. 0.20 0.50 98 o -c ---LlIMIiillllJ!ll~ -- 0,' ? i i ; ~ 11 j! !I ~ I t !'! i i; ! I ! 11 ; 11 II! III .i: ' It Ii l I j I I 10 ( \ : I -- --~....~_..~ ~:: ~ --<1:1 ...<1>......<1> J:I:!::... I o o I 32 X ~ ~ -MJllIiIIU,ImIr.- ........lJ.. Z <( , :1:1- I-m c:r:::;; <(::> UJu -'0 :;;0 (Jl UJ, UJ J: I -'I- (JlLl. -0 UJ>- ~t: c:r:-' u.<( ~a :1:UJ I-J: ZI- ;:0 zl- UJ UJ ::!:::> :::>0 U(fl 0- ot= UJUJ :1:u 1-- ~b Z W(rJ u- -:r: bI- z r o o I I I I I I '1 r , I ~ I I "::1 I" :Jl I ."" I . ~~ I , I ( o c - Ent. Ang. 140.0 60.0 -40 300 50.0 28.0 9-28.15(3) Aluminum structures The first paragraph is revised to read: Welding of aluminum shall be made in accordance with section 1.5 of the "Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals", AASHTO 1985. SECTION 9-29, ILLUMINATION, SIGNALS, ELECTRICAL Hay 21, 1990 9-29.1 Conduit The third paragraph is revised to read: Couplings for rigid metal type conduits may be either hot-dip or electroplated galvanizing and in addition, shall be painted with one coat of galvanized repair paint Formula A-9-7J. The paint shall have a minimum wet film thickness of 3 mils. The painted coating shall cover the entire coupling. The fourth paragraph is revised to read: For each size of conduit, a 12-inch piece shall be cut from each end of a standard length and submitted to the Materials Laboratory for testing prior to use. 9-29.3 Conductors, Cable Item (1) on Page 615 is revised in its entirety to read as follows: All current-carrying single conductors shall be stranded copper conforming to ASTM BJ and BO. Insulation shall be 600 volt. Except as allowed in item 3, chemically cross-linked polyethylene or EPR Type USE insulation of code thickness is required for all current-carrying single conductors in underground electrical systems. For the purpose of this specification the neutral conductor is defined as a current-carryi'ng conductor with zero potential. For the purpose of this specification equipment grounding conductor is defined as the .conductor used to conneot the noncurrent-carrying metal parts of equipment, raceways, and other enclosures to the system grounded conductor and/or the grounding electrode conductor at the service equipment or at the source of a separately derived system. Equipment grounding conductors and bonding jumpers shall be stranded or solid copper wire the size noted on the Standard Plan for grounding details. Equipment grounding conductors may be bare 99 *'""-"-I"~.--"''":''''~-'-:-.'':~''''~~''''-''- .. ---- \.. o ~ o )) ..AIII_- _11U -- J ~); IJ"~""~ I; tJ '~v~-Y'^"'~'_ I .lI:d1 () o "''*-<h \; ij""') ~'$ :;,2. >< ~a LJ ~ ~ ......._--...t - - z <( , :1:1- I-dJ c:r:::!: <( :::>: UJu -'0 Uo (Jl UJ' ~~l (Jlu. -0 UJ>- ::!:I- ~::; u.<( ~a :1:UJ 1-:1: ZI- ;:0 zl- UJ UJI ~5' U(Jl 0- ot= UJUJ :1:u 1-- ~b z wen u- f= :1:: 01- z r o o ~~~ ( o o .. or insulated, stranded or solid. When insulation is specified it shall be' Type XHHW or Type THWN and shall have continuous green color or green color with one or more yellow stripes. Insulated equipment 'grounding conductors shall be stranded copper. Item (7) on Page 617 is supplemented with the following paragraph: As an alternate to the above specification two-conductor shielded cable shall have two No. 4 conductors and shall conform to I.M.S.A. Specification No. 0-2. 9-29.6 Light Standards The following new section is added: 9-29.6(5) Foundation Hardware Anchor bolts and washers shall meet the requirements of Section 9-06.5(4). 9-29.17 Signal Head Mounting Brackets and Fittings The listings for materials requirements given in the first paragraph are changed as follows: Under Aluminum, item No. 4 is added: 4. Tube clamp and female clamp assembly for Type N mount. Under Malleable Iron, item No. 1 is deleted. Under stainless Steel, item No. 6 is added: 6. Bolts, nuts, washers, and screw buckle swivels. 100 o .,.. 0';~,") .(' Ii " ~rW' . "V' - nil J ...~.-----L1. __._,,~=-~~JSbd ~.lL II~ Ii..... ~ = .. ... -~.II~ .. ., _&II~L' .----...........lMo- -~ -- - ; I i I , J ! \.1 II 11 fJ ! J q: 1.' I: I' ; Ii I I.J: I j \, I i I [i 11 )] ! II .I n I 0 0 11-1 r I Il' 10 32 X 10 ..-- "t,~':A<~a;.~'fi:Jj z <( , :1:1- I-ifi c:r:::!: <(:::> UJu -'0 Uo ~w. wI\ -'I- (flLl. -0 UJ>- ::!:I- <(- c:r:-' u.<( !aa :1:UJ 1-:1: ZI- ;:0 zl- UJ UJ, ::!::::> :::>0 U(Jl 0- 01- UJUJ :1:u 1-- I- ~o Z wU) u- -:1: bI- Z r o o --- l I I I f I r o .b...LL_ o o .. SPECIAL PROVISIONS The following Special provisions supersede any conflicting provisions of the 1988 Standard Specifications for Road, Bridge, and Municipal Construction adopted in January, 1988, and the foregoing amendments to the Standard Specifications and are made a part of this contract. PREQUALIFICATION OF BIDDERS October 22, 1984 Section 1-02.1 is deleted for this project. DATE OF OPENING BIDS Sealed bids will be received at one of the fOllowing location before the specified time: ' . 1. At the Office of the Board of Jefferson cou~t~ Commissioners. Jeffrson coun~v cour:-:o~se~ 1~~0 Jef~:r:o street. P.O. Box 1220. Port _ow~e:;. ~ashi_ton __3_8. until 10:30 A.M. of the bid one_i__d_t~. The bid opening date for this project shall be Auaust 20. 1990 . The bids will be publicly opened and read after 10:00 A.M. on this date. DESCRIPTION OF WORK January 25, 1982 This contract provides for the improvement of Oak Bay Road, Co. Rd. No. 569908, M.P. 8.20 to 9.61, Swansonville Rd., Co. Rd. No. 514009, M.P. 3.02 to 3.21, Walker Way, Co. Rd. No. 510009, Osprey Ridge Rd., Co. Rd. No. 510109, M.P. 0.00 to 0.10, Paradise Bay Rd., Co. Rd. No. 503609, M.P. 0.00 to 0.19, by clearing and grUbbing, earthwork, constructing sanitary sewer, installing drainage improvements, shoulder construction, surfacing with A.C. pavement, channelization, illumination, installing gaurd rail, and other work, all in accordance with the Special provisions and standard Specifications. CLASSES OF CONCRETE February 26, 1990 The designations for the various classes of concrete listed in any of these Special provisions, and as shown in any of tho Plans, shall be changed to read as follows, and as designated in the Proposal: From ~ent Desionation To New Desionation 101 O'~ : ~"_..lld!>...&I~ L I~ U lilt l::.-_1I11 .__ ..Lt\.L1 -~ _....<:IUI_ n 10 I o o 32. X I 0 ....V""'""- ..h...<:1..IIMlt!' JiI3lIlil::tLl ,-_. Jidl,. -.-- - () ~,~I~::.t:';~;]l o .. z <(' :1:1- ....15 c:r:::!: <(::> UJu -'0 :;;0 U) w\ UJ :1:, -'I- cnu. -0 UJ>- ~t= c:r:-' u.<( ~a :1:w I-J: ZI- ;:0 zl- UJ w, ::!:::> :::>0 U(fl 0- Clt= UJw :1:U 1-- ~b z wen u- f=~ o z Class A and AX Class 0 and DX Class Band C Class LS Class 4000 Class 4000W Class 3000 Class 4000LS OTHER CONTRACTS OR OTHER WORK November 2, 1981 Referring to the second paragraph of Section 1-05.14, it is anticipated that the following work adjacent to or within the limits of this project will be performed by others during the life of this project: utility relocation and/or removal PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL RESOURCES; June 11, 1984 In addition to the requirements of Section 1-07.1, the Contractor shall comply with the following environmental provisions which are made a part of the contract documents. A copy of the environmental provisions is available to the Contractor at the Project Engineer'S office. If the Contractor's operations involve work outside the areas covered by the following environmental provisions he shall advise the Engineer and request a list of any additional environmental provisions covering the area involved. A copy of any additional environmental provisions is also available to the Contractor at the Project Engineer'S office. Regulation 1 Olympic Air Pollution Control Authority STATE SALE8 TAX o November 2, 1981 The work on this contract is to be performed upon lands whose ownership obligates the Contractor to pay state sales tax. The provisions of Section 1-07.2(1) apply. WILDLIFE AND FISHERIES REGULATIONS November 2, 1987 No hydraulic permits are required for this project unless the Contractor's operations use, divert, obstruct, or change the natural flow or bed of any river or stream, or utilize any of the waters of the state or materials from gravel or sand bars, or from stream beds. ! I r o I o o 102 , , Ii I' ,.' """'"-'~'.~" ~.,~.~._......_~- '-~ : ) 10 ~ [J 'l 0 0 32X - JlU UII _Ill.- j 111I ..d:.L.:ill --- -- J:l!tr..........._'~-...A:l.. .....~..a -.'IW- LIILIII"'" ';':..f.it:tL<,rX:i/3,;: z <( , :1:1- I-dJ c:r::::;; <(:::> UJu -'0 Uo ~WI W:I:1 -'I- (Jlu. -0 UJ>- ::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 Zl- UJ UJ ::!::::> :::>0 U(Jl 0- Ot= UJUJ :1:U 1-- I- ~O z LliU) u- -:1: bI- Z I I I f I r I L f r f r o o o o .. WAGE RATE FORMS NOVember 2, 1987 Section 1-07.9 is revised by replacing the subsection titled Reauired Documents with the following: Before payment is made by the Local Agency of any sums due under this contract, the Local Agency must receive from the Contractor and each subcontractor a copy of "statement of Intent to Pay Prevailing Wages" (Form L & I Number F700-029-000) approved by the Washington State Department of Labor and Industries. Upon completion of this contract, the Local Agency must receive from the Contractor and each subcontractor a copy of "Affidavit of Wages Paid" (Form L & I Number F700-007-000) approved by the State Department of Labor and Industries. In addition, the Local Agency must receive from the Contractor a copy of "Request For Release" (Form L & I Number F263-083-000) approved by the state Department of Labor and Industries. These affidavits will be required before any funds retained, according to the provisions of RCW 60.28.010, are released to the Contractor. Forms may be obtained from the Department of Labor and Industries. A fee of $12.50 per each "Statement of Intent to Pay Prevailing Wages" and "Affidavit of Wages Paid" is required to accompany each form submitted to the Department of Labor and Industries. The Contractor is responsible for payment of these fees and shall make all applications directly to the Department of Labor and Industries. These fees shall be incidental to all the bid items of this contract. If using the occupation code for wage affidavits and payrOlls, and if the project involves more than one jurisdictional area, the Contractor shall reference the area just after the occupation code number. For example: 10-0010 YaK.E. UTILITIES November 26, 1984 Section 1-07.17 is supplemented by the following: Locations and dimensions shown in the Plans for exifiJting facilities' are in accordance with available, information obtained without uncovering, measuring, or other verification. The Contractor shall coordinate all underground installations, including guardrail placement, with the utility companies to allow the utility companies to adjust their facilities as necessary. Public and private utilities, or their contractors, will furnish all work necessary to adjust, relocate, replace, or 103 ;"'..,.....~ ...----. = 0 ) \.. 0 ...~ .. ~ !:Ili-- 11.1---- -, IilIL U D.I _.I~ - __IL_ l"\ 10 .,.._-- - I o o e 32 X ij 0 --lJJl.liIllXi!J8M..J " , - o :;:.i..1:i..:;t~-:_:;~.~:, o .. z <( , :1:1- I-dJ a:::!: <(:::> UJu -'0 :;;0 (fl UJ, w:I:! -'I- (J)u. -0 UJ>- ::!:I- <(- c:r:-' u.<( (J):::> _0 :1:UJ I-J: ZI- ;:0 zl- UJ UJ ::!::::> ::>0 U(J) 0- ot= WUJ :1:u 1-- ~b z ill(/) u- -:1: bI- Z construct their facilities unless otherwise provided for in the Plans or these Special Provisions. 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 incurred as a result of this law shall be at the Contractor's expense. No excavation shall begin until all known facilities, in the vicinity of the excavation area, have been located and marked. The following addresses and telephone numbers of utility companies known or suspected of having underground facilities within the area of proposed excavation are supplied for the Contractor's convenience: List of utilities, puget Power, u.s. West, Ludlow utilities, P.T. Cable r PUBLIC CONVENIENCE AND SAFETY February 27, 1989 The construction safety zone for this project is 10 feet from the outside edge of the traveled way. During nonworking hours equipment or materials shall not be withIn the safety zone unless it is protected by permanent guard rail or temporary concrete barrier. The use of temporary concrete barrier sha~l be permitted only if the Engineer approves the installation and location. During the actual hours of work, unless protected as described above, only materials absolutely necessary to construction shall be within the safety zone and only construction vehicles absolutely necessary to construction shall be allowed within the safety zone or allowed to stop or park on the shoulder of the roadway. o o 104 .~~...- .~~^~,--_.....~ : ); \.. 0 0 .... I! : i [i I 10 I o o :32 X ~ 0 z <( . :1:1- I-dJ c:r::i; <(:::> UJu -'0 :;;0 (fl UJ, UJ :1:' -'I- (J)u. -0 UJ>- ::!:I- <(- c:r:-' u.<( (J):::> _0 :1:UJ 1-:1: ZI- ;:0 zl- UJ UJ ::!::::> :::> 0' U(J) 0- ot= WUJ :1:u 1-- ~b z wu) u- -:1: bI- Z ". o o I I I I I I o o .. The Contractor's nonessential vehicles and employees private vehicles shall not be permitted to park within the safety zone at any time unless protected as described above. Deviation from the above requirements shall not occur unless the Contractor has requested the deviation in writing and the Engineer has provided written approval. SZGNZNG OF NO PASSZNG ZONES November 2, 1981 In accordance with Section 1-07.23 (3), the Contractor shall furnish and install approximately 10 posts for signing of no passing zones. CONSTRUCTION SZGNING February 27, 1989 Zn addition to the requirements of section 1-07.23(3), the following provisions shall apply: The required signs will be available at the Hadlock shop on normal work days. The Contractor shall make arrangements with the Engineer at least ten working days prior to picking up the signs. The Contractor shall sign an itemized receipt at the time of acquisition. Signs shall be returned to Hadlock shop when their need has ceased, as determined by the Engineer. The value of signs furnished by the state to the Contractor is fixed at $8.00 per square foot. The value of such signs which are damaged or not returned as provided in Section 1-07.23(3) will be deducted from payment due or to become due the Contractor. APPROVAL OF SHOP DRAWINGS FOR ZLLUMINATZON AND SIGNALS November 2, 1981 The review time for approval of shop drawings for illumination and signal work will require up to 30 calendar days from the date the Engineer receives the drawings until they are returned to the Contractor. The actual time required for approval is dependent upon the completeness and appropriateness of the drawings as submitted. Deficiencies will require additional time for approval based on the degree of the deficiency and the additional review time required. If the shop drawings are returned to tho Contractor to correct deficiencies, an additional 30 calendar days may be required for the approval process. If more than 30 calendar days are required for routine approval of shop drawings that are complete and accurate, the effect which the 105 o ,); l -'-'"'~..,--"..~=.,.,._~_.- ': - -- ~~ -. .---- .-......... [J -- - I o o 32 X ~ [] ~~ ~, ~:;;~~~.r..'tJ: z <( , :1:1- 1-15 c:r:::!: <(:::> UJU -'0 Uo ffi~\ -'I- (Jlu. -0 UJ>- ::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 zl- UJUJ ::!::::> :::> 0 \ U(fl 0- ot= UJUJ J:u 1-- ~b z wu) u- -J: bI- Z r o o c 0 'R..-- o o .. additional review and approval time have on the completion time will be considered in evaluating a time extension. Time extensions will be evaluated in accordance with Section 1-08.8. The Contractor will be granted an extension of time, equal to the amount of time the additional review and approval time impact the completion time of the project, in accordance with section 1-08.8. TXME FOR COMPLETXON November 2, 1981 All work except the following critical items of this project shall be completed within 45 working days in accordance with Section 1-08: Illumination system The Contractor, in order to receive a suspension of the contract time as specified herein, shall, within 20 calendar days after execution by tile state, provide the State with copies of purchase orders for all electrical equipment items deemed critical by the state, including but not limited to, signal controller materials, illumination standards and traffic signal standards required for completion of the contract. Such purchase orders shall disclose the estimated delivery dates for such critical equipment. Xf the State receives a purchase order within the prescribed 20 days, the contract time shall be suspended upon completion of all work except the heretofore mentioned critical items. In the event the state does not receive a purchase order within 20 days after execution by the State, the contract time for the entire project will continue without suspension for the critical items. Upon delivery of the critical items to the project site, the contract time will resume in accordance with Section 1-08. Liquidated damages in accordance with Section 1-08.9. for an amount based on the dollar amount of the respective portions of the contract, will be assessed for failure to complete either portion of the contract within the completion times specified. CLEARZNG AND GRUBBXNG November 2, 1981 Construction Rcquirements Clearing and grubbing on this project shall be performed in accordance with section 2-01 and within the following limits: From the edge of the existing shoulder to the clearing and grubbing stakes as set by the Engineer. REMOVXNG ASPHALT CURB Description 106 --"'II.b1IL1"._ -m: ----- ..b..t.....t..L1M o ':l ..........jL -_-.....--~ -LD_~_ 11 i' . i i I 10 ~-...,......,.. I o o 32 X 10 i'(..;.-~;';;'::i~:;l;';':,~ I I z r <(' :1:r- I-dJ c:r:::!: I <(:::> UJu -'0 :;;0 I CJ)W, UJ:1: -'r- (J) u. -0 UJ>- I ::2r- ~:::::; u.<( (J):::> _0 :1:UJ 1-:1: Zr- ;:0 Zr- UJ w ::!::::> :::>0 UUl 0- I Ot= UJw :1:U 1-- ~b I Z wen u- -:1: bl- I Z I I v- I 0 I I 0 - ...LL '\.. o (\ o .. Where shown on the plans or where designated by the Engineer, the Contractor shall remove asphalt curb in accordance with Section 2- 02.3(3). Construction Requirements All materials removed shall become the property of the Contractor and shall be disposed of off the state right of way. Measurement Asphalt concrete curb shall be measured by the linear foot along the line and slope of the curb to be removed. payment The unit contract price per linear foot for "Removing Asphalt Concrete Curb" shall be full pay for performing the work as specified. REMOVING ASPHALT CONCRETE PAVEMENT December 16, 1985 Description Where shown in the Plans or where designated by the Engineer, the Contractor shall remove asphalt concrete pavement. The approximate thickness of the pavement is 2 inches. Construction Requirements Prior to removal, the Contractor will use a vertical cut to delineate the areas of pavement removal from those areas of pavement to remain. The removed pavement shall become the property of the Contractor and shall be removed from the project. Damage caused to portions of the pavement to remain, due to the Contractor's operation, shall be repaired by the Contractor at the Contractor's expense and to the satisfaction of the Engineer. Measurement Pavement removal will be measured by the square yard prior to removal. payment The unit contract price per square yard for "Removing Asphalt Concrete Pavement" shall be full pay to perform the work specified including disposing of the removed pavement. PAVEMENT REPAIR EXCAVATION INCLUDING HAUL Description The Contractor shall excavate various areas in the existing traveled roadway in accordance with the details shown on the Plans and as staked by the Engineer. 107 "--...'III~ ~ on - - ..._~__.& i' -- ':i ::i :1 J ; I 1 I I 1[1 ..--.-.~~__ J:o. L I o o 32x~D ~..~ J&al1iBdIlI1ItI:I1a Il" o ;;m".::o;&~:i:';;it.::'J o .. Z <( , -I- ....z I-UJ c:r:::!: <(:::> UJu -'0 :;;0 en Wj WJ:j -'I- (flu. -0 UJ>- ::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 Zl- UJ UJ ::!::::> :::>0 U(fl 0- Ot= UJUJ :1:U 1-- ~b Z wen u- f=~ o Z The existing asphalt concrete pavement varies in depth to approximatly 0.40 foot maximum. The actual excavation depth will vary to a maximum depth of 1.5 foot, depending upon where stable foundation material is encountered, as determined by the Engineer. Construction Requirements The Contractor shall excavate only within one lane at a time. The areas shall be excavated, backfilled and compacted in accordance with the details shown in the Plans and to the satisfaction of the Engineer within the same days working shift. Excavated materials shall become the property of the Contractor for disposal off the state right of way. Backfilling of excavated areas shall be as specified under ASPHALT CONCRETE FOR PAVEMENT REPAIR. The Contractor shall conduct the excavation operations in a manner that will protect the pavement areas not designated to be removed. Pavement not designated to be removed that is damaged as a result of the Contractor's operations shall be repaired by the Contractor, at no added expense to the State and to the satisfaction of the Engineer. o Measurement Pavement Repair Excavation will be measured by the square yard in place prior to excavation. Payment The unit contract price for "Pavement Repair Excavation Inc. Haul" shall be full pay for performing the work as specified. The cost of backfilling shall be paid for at the unit contract price per ton for "Asphalt Concrete for Pavement Repair, Class B." DISPOSAL OF 'SURPLUS MATERXAL November 2, 1981 Construction Requirements A waste site has not been provided by the State for the disposal of excess materials and debris. r o SPECIAL PAVED DITCH Doscription _ This work shall consist of furnishing and placing asphalt concrete pavement Class B as a ditch lining in accordance with the details shown in the Plans, these Special provisions and Section 5-04. Construction Requirements Gravel base shall be used to form the ditch as shown in the Plans , \ I I o o 108 ..,--.......~-..,....~ .~ J) 10 10 l 0 o. 32X - - ..... - - IIIIMII__ --- Ll_ .M. -tl:Ial.H1 ~ _K.: , =- ' -'~"-__....ll .lJ.11IIlItI Ufftl Z <( . :1:1- I-dJ c:r:::!: <(:::> UJu -'0 :;;0 en Wi w :I:~ -'I- en u. -0 UJ>- ::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 ZI- UJ UJ ::!::::> :::>0 U(Jl 0- Ot= UJUJ :1:U 1-- ~b Z W(Jl U- -:1: bI- Z ,.... o o c - () o .. I I f I I and as styaked by the Engineer. All rocks and debris causing irregularities in the surface shall be removed prior to the app1ication of the soil residua1 herbicide and asphalt concrete pavement Class B. The Contractor sha11 compact the grave1 base to the satisfaction of the Engineer. Prior to placement of the asphalt concrete pavement, one application of an approved soil residua1 herbicide shall be applied in accordance with Section 5-04.3(5)D. The asphalt concrete pavement shall be 2 in. compacted depth. The completed ditch shall be free of ridges, ruts, humps, depressions, objectional marks and irregularities, and shall be thoroughly and uniform1y compacted to the satisfaction of the Engineer. The finished asphalt concrete lined ditch shall be sealed with heated and undiluted asphalt CSS-l to a glossy finish. I L I ! Measurement Measurement shall be by the linear foot along the line and slope of the ditch regardless of cross sectional dimensions. Payment Payment shall be made at the unit contract price per linear foot for "Special Paved Ditch". The unit contract price shall be full pay for performing the work as specified including furnishing and applying the soil residual herbicide and asphalt CSS-l. Excavation, haul, and shaping the ditch snbgrade shall be paid for under "Roadway Excavation Incl. Haul". Payment shall be made at the unit contract price per cubic yard for "Gravel Base". MEASUREMENT OF ROADWAY EXCAVATXON AND EMBANKMENT April 14, 1986 Measurement Only one determination of the original ground elevation will be made on this project. Measurement for roadway excavation and embankment will be based on the original ground elevations recorded previous to the award of this contract and, the alignment, profile grade, and roadway section as shown in the Plans or as staked by the Engineer. Corltrol stakes will be set during construction to provide the Contractor with all essential information for the construction of excavation and embankments. If discrepancies are discovered in the ground elevations which will materially affect the quantities of earthwork, the original computations of earthwork quantities will be adjusted accordingly. Earthwork quantities will be computed, either manually or by means of electronic data processing equipment, by use of the average end 109 o -= -) o &' 1.Ll..u.l --~ tIloIIIJlI..--&.II:lioIlIIIlI L_ JHn1." ,. - ~ I 1 I i , j j 1[1 I o 0 . ......--r- _U.lIl...adlIlll:I__-,,- ._~........... 3:")X.. ~O to." ... ~ .~ ;,!l'~':;';,,':::i;;;;:'::;~ z <(, :1:1- I-dJ c:r:::!: <(:::> UJu -'0 :;;0 (J)W, UJ J: 1 -'I- (fl u. -0 UJ;>- ::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 ZI- UJ UJ ::!::::> :::>0 U(Jl 0- Ot= UJUJ :1:U 1-- ~b Z W(f) U- -:1: bI- Z r o o " \.. o o .. area method. Copies of the ground cross-section notes will be available for the bidder's inspection, before the opening of bids, at the office 'of the Project Engineer and at the District office. Upon award of the contract, copies of the original ground cross-sections will be furnished the successful bidder on request to the Project Engineer. SOURCE OF HATERXALS June 14, 1982 Materials No source has been provided for any materials necessary for the construction of this improvement. The Contractor shall make arrangements to obtain the necessary materials at no expense to the state, and all costs of acauiring, producing, and placing this material in the finished work L',all be included in the unit contract prices for the various items involved. HAULING ON OTHER THAN 8TATE HIGHWAYS June 14, 1982 If the source of materials provided by the Contractor necessitates hauling over roads other than state Highways, the Contractor shall, at the Contractor's expense, make ~ll arrangements for the use of the haul routes. 8ITE RECLAMATION November 2, 1981 Materials The provisions of Section 3-03 will not apply to this contract. site reclamation shall be performed by the contracting agency on all sites furnished by it. On sites provided by the Contractor, and where required by law, the Contractor shall obtain a surface mining operating permit from the Department of Natural Resources. Prior to commencing operations at the site, 'the Contractor shall furnish evidence, to the :Engineer that this requirement has been met. Payment All costs involved in complying with the requirements of an operating permit acquired from the Department of Natural Resources for Contractor-provided sites shall be incidental to the materials to be produced from said site(s). 110 o = o ) -- ~o I o o 32 X ; [1 ...d ~A~ .. dj.i:t:;;\d:~ z <( , :1:1- f-i'fi c:r:::!: <(:::> UJu -'0 :;;0 Ul UJ, UJ :1:, -'I- UlU. -0 UJ> ::!:I- <(- c:r:-' u.<( ~a :1:UJ f-:1: Zl- ;:0 ZI- W UJ ::!::::> :::>0 U(Jl 0- Ct= WUJ :1:U 1-- ~b Z wen u- -:1: bI- Z ,... o o l I I I I I I () o .. SHOULDER RECONSTRUCTZON Description Where shown on the Plans and as staked by the Engineer, the Contractor shall build up the outside of the existing roadway as detailed in the Plans and in accordance with these special Provisions. Materials The 2 in. x 12 in. Treated Timbers and 6 in. x 8 in. x 8 ft. treated timber posts shall meet the requirements of section 9-09.2 for Timber and Lumber in permenent structures and shall be treated in accordance with Section 9-09.3. COD6tructioD Requirements The treated timbers shall be placed to the line and grade staked by the Engineer. 6 in. x 8 in. x 8 in. treated timber posts shall be installed between the standard 11 ft. guardrail support posts to support the 2 in. x 12 in. Treated Timbers. Each 2 in. x 12 in. Treated Timber shall be nailed to each guardrail post and support post with two 30d galvinized spikes. Each butt joint shall occur at the center of a guardrail or support post and shall have no more than a 1/4 in. gap in the joint. Horizontal joints shall not have any gaps. The lower 2 in. x 12 in. Treated Timber shall be embedded in the ground as shown on the Plans. Compacted select material, Gravel Base and Crushed Surfacing Top Course shall be placed to the depths shown on the Plans. To ensure adequate compaction, water shall be applied as determined by the Engineer. Section 4-04.3(5) is supplimented with the following: Compaction shall be 95 percent of standard density or the maximum possible as determined by the Engineer. Treated Timbers damaged due to the Contractor's operations shall be repaired or replaced by the Contractor at no additional expense to the State and to the satisfaction of the Engineer. Measurement Measurement for the 2 in. x 12 in. treated timbers shall be by the square yard of one face whether exposed or buried. Measurement for the 6 in. x 8 in. x 8 in. treated timber posts shall be included in the square yard price of the 2 in. x 12 in. Treated Timbers. Measurement for the other bid items specified will be in accordance with the Standard specifications and those applicable Special Provisions. Payment The unit contract price per square yard for 2 in. x 12 in. Treated 111 o = ) o ~-r- .l_ - - LL -, -- o .,.-....-.-......"IIlIIl - I o o ~32 X; 0 .I!lIJiIIlt,.&ltl.t:>.....dIlMJIl.ll:lL ---.. :i(:.~.\i~~~~ Z <(' :1:1- 1-t5 c:::!: <(:::> UJu -'0 :;;0 ffJ~! -'I- cnu. -0 UJ>- ::!:I- ~::; u.<( ~a :1:UJ 1-:1: ZI- ;:0 ZI- UJ w ::!::::> :::>0 U(fl 0- Ot= UJUJ :1:U 1-- ~b Z W(./l u- -:1: bI- Z r o o \.. -- o o .. Timber", per cubic yard for "Gravel Base", per ton for "Crushed Surfacing Top Course" and per thou send (M) gallon for "Water" shall be full pay for performing the work as specified. SHOULDER FZNISHING Description Where designated by the Engineer, following placement of the asphalt concrete pavement, the Contractor shall place crushed surfacing top course against the vcertical edge of the new pavement and between the edge of the new pavement and the face of the guardrail as shown on the Plans, to the satisfaction of the Engineer. Construction Requirements The crushed surfacing top course shall be neatly graded into place and shall be compacted by fI."",1 rolling with a minimum of two passes. To ensure adequate~" ""action, water shall be applied as determined by the Engineer. Following placement of the crushed surfacing top course, the paved shoulders shall be cleaned of all dirt and other debris to the satisfaction of the Engineer payment The unit contract price per thousand (M) gallon for "Water" and per ton for "Crushed Surfacing Top Course" shall be full pay for performing the work as specified. ASPHALT CONCRETE FOR PAVEMENT REPAZR, CLASS B Description This work shall consist of furnishing and placing asphalt concrete pavement class B as backfill for pavement repair areas in accordance with the details shown in the Plans, these Special provisions and Section 5-04. Construction Roquirements Placement of the asphalt concrete shall be accomplished in lifts. Each lift shall not exceed 0.35 foot compacted depth. Compaction shall be accomplished by mechanical tamper as approved by the Engineer. As specified under PAVEMENT REPAIR EXCAVATION INCLUDING HAUL elsewere in these Special Provisions, asphalt concrete pavement Class B utilized as backfill material shall be placed and compacted within the same days working shift as the excavation. Measurement Section 5-04.4 is supplimented by the following: Asphalt concrete for pavement repair will be measured by the 112 I' I I o = o ~ - - .. I I ! 10 --"J ~':;':;'_:=Ic~=- dL I ---""'---~-- o o I I f;1 I ~~>.2, ~~J z <(' :1:1- 1-15 c:r:::!: <(:::> UJu -'0 :;;0 en Wj w:I:: -'I- CJ)u. -0 UJ>- ~t= c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 zl- UJ UJ ::!::::> :::>0 U(Jl 0- at= UJUJ :1:u f-- ~b z wu) u- -J: bI- Z r o o - I I I I I I ~ o o .. ton with no deduction being made for the weight of liquid asphalt, blending sand, mineral fil~er, or any other component of the mixture. Payment Section 5-04.4 is supplemented by the following: IS. "Asphalt Concrete For Pavement Repair Class B", per ton. ASPHALT CONCRETE PAVEMENT FOR APPROACHES september 21, 19S7 Description Asphalt concrete road approach pavement shal~ be constructed on existing road approaches as shown in the Plans or as designated by the Engineer, in accordance with the requirements of Section 5-04. Measurement And Payment The quantity of asphalt concrete pavement required for approaches is included in the main ~ine quantity and will be measured and paid for as "Asphalt Cone. Pavement Cl. B ". SURFACE SMOOTHNESS FOR ASPHALT CONCRETE PAVEMENT November 2, 1981 Construction Requirements The second sentence of Section 5-04.3(13) is revised to provide that, the completed surface of the following listed sections of highway to be paved shall not vary more than 1/4 inch from the lower edge of a 10-foot straightedge placed on the surface parallel to centerline: 1. Throghout the en~ire project FEATHERING ASPHALT CONCRETE PAVEMENT November 2, 1981 Construotion Requirements Where designated by the Engineer, the Contractor shall feather the asphalt concrete pavement overlay in a manner to produce a smooth riding conne9tion t.o the existing pavement. Asphalt concrete pavement Class B, utilized in the construction of the feathered connections to existing pavement, shall be modified by eliminating the coarse aggregate from the mix at the Contractor's plant or the commercial source from which the Contractor obtains the mix or by raking the joint on the roadway, to the satisfaction of the Engineer. Payment All costs and expenses in connection with prOViding, placing, and 113 o : o '.:l - JIDIIlL.t~.... -----u -- __....__.__~_o-,._.. ~ o ~ - ~..J::;.JW.. -- - I o o Ill""] 3~~ X ~ L ~. ~-- ,~~;'.'W''';':R::JZ:;"... z <( , :1:1- 1-a5 c:r:::!: <(::> UJu -'0 :;;0 (J)W, w~, -'I- (J)Ll. -0 UJ>- ::!:I- <(- c:r:-' u.<( (J)::> _0 :1:W 1-:1: ZI- ;:0 zl- UJ UJ ::!::::> :::>0 U(fl 0- ot= UJUJ :1:u 1-- ~b z WCJ) u- f=~ o z r o o ,. \.. () o .. feathering the asphalt concrete pavement shall be included in the unit contract price per ton for "Asphalt Conc. Pavement CI. B"., GROUT June 6, 1988 Description The Contractor shall furnish and place grout at the locations shown in the Plans. Materials The grout shall be a prepackaged grout, mixed, placed and cured as recommended by the manufacturer or the grout shall be produced using Type II portland cement, fine aggregate Class 1 and water, in accordance with the Standard Specifications. The grout shall meet the following requirements: REQU:I:REMENT TEST METHOD VALUES Min.Compressive Strength AASHTO T 106 4,000 psi @ 3 days The grout shall be a workable mix with flowability suitable for the intended applicatIon. If the Contractor elects to use a prepackage grout, a material sample and laboratory test data from an independent testing laboratory ~hall be submitted to the Engineer for approval with the request for approval of material sources. If the Contractor elects -::'0 use a grout consisting of Type II portland cement, fine aggregate Class 1, admixture, and water, the mix proportions and laboratory test data from an independent test laboratory shall be submitted to the Engineer for approval with the request for approval of material sources. The Contractor shall receive approval from the Engineer before using the grout. Construction Requirements Before placing grout the concrete on which it is to be placed shall be thoroughly cleaned, roughened, and wetted with water to ensure proper bonding. The grout pad shall be kept continuously wet with water until a strength of 2,000 p~i is attained. Payment All costs in connection with furnishing and placing the grout shall be included in the oil/water separator. OIL/WATER SEPARATOR Description 114 o : =- o ) 1lIid'S;...._ 1loII.ll_....L1. - _L _1l..;ll..l.IL-"A.- t_1 -__--'--r"'"--. I: j! 1 ': I, " I 10 :.~ ~ I o o 32 X ~ 0 II llIIIcli<.......... ,,~"~f.:.as: Z <( . :1:1- l-aJ c:r:::!: <(:::> UJu -'0 :;;0 U) W\ UJ :1: I -'I- (JlLl. -0 UJ>- ::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 ZI- UJ w ~E U(fl 0- ot= UJw :1:u 1-- ~b Z W(fl u- -J: bI- Z r o o ,::"'._ YO, .~..,,_ .;.~e- (, 0 I I I. I r I I I -~ o o .. This work consists of furnishing and installing an oil/water separation at the location noted on the plans. Materials Concrete shall be as specified on the Plan and in Section 6-02. Reinforcing steel shall be as specified on the Plan and in section 6-02. other steel components shall be compatible with specifications on the Plan and Section 6-03. Construction Requirements The unit shall be installed as noted on the Plans and in accordance with the appiicable requirements for the installation of storm manholes, Section 7-05. Measurement Measurement for the oil/water separation shall be per each unit complete. Payment Payment will be made under "Oil/Water Separator", per each. The unit price shall include costs for all labor, tools, equipment, and materials necessary or incidental to finish materials, assemble, and install the completed unit and shall include all excavation, backfill, and connection to existing storm pipes. ADJUST VALVE BOX July 19, 1990 Description This work consists of adjusting existing water valve boxes to new finish grade. Materials' Materials shall be as specified in the Standard Specifications. Construction Requirements Existing boxes shall be fitted with risers to bring the top flush with the new finish grade. Measurement Measurement shall be per each box adjusted. Payment Payment shall be made under "Adjust Water Valve Box", per each. The unit contract price shall be full compensation for costs of all labor, tools, equipment, and materials nocessary or incidontal to adjusting the boxes. 115 : o~~ - - U.. .d::.....b.. --L1 1 J i I I I I I 10 -.... ~AIld.t.tlll..Lh....k~ I o o 32 X 1[1 '... - lIIilIl o ~~..JS~' o .. z <( , :1:1- 1-a5 c:r:::!: <(:::> UJu -'0 :;;0 (Jl W, UJ :1: I -'I- (Jll1. -0 UJ>- ::!:I- <(- c:r:-' u.<( !aa :1:w 1-:1: ZI- ;:0 zl- UJW ::!::::> :::>0 U(fl 0- ot= UJUJ :1:u 1-- ~b z WUl U- -J: bI- Z SAN:ITARY SEWERS July 19, 1990 Description Work shall also include, in addition to the work in section 7-17 of Standard Specifications, the installing of a steel casing where noted on the Plans. Materials The casing shall be round, 12 inches in diameter and fabricated from cold-rolled steel, minimum 1/4 inch thickness. All longitudinal seams shall be continuously welded. :Installation The casing shall be installed by open trench at the location and to the depth shown on the Plans. Individual pipe sections shall be joined by continuous butt welding at the factory or in the field. Measurement Measurement for the steel casing shall be by the linear foot. Payment Payment will be made under: "Steel Casing 12 In. Diam. ", per linear foot. The unit contract price shall include costs for all labor, tools, equipment, and materials necessary or incidental to furnishing and installing the casing including all trench and backfill. r l I o EROS:ION CONTROL september 12, 1988 Description Where shown in the Plans or where designated by the Engineer, the Contractor shall perform roadside seeding operations. Construction Requirements Section 8-01.3(4)A is supplemented by the following: Seed Grass seed, of the following composition, proportion, and quality shall be applied at the rate of 80 pounds per acre on all areas requiring roadside seeding within the project: r Kind and Variety of % By Minimum % Minimum % Seed in Mixture l'W.9h.t Pure Seed Germination Colonial Bentgrass 10 9.8 85 I 0 Red Fescue 0 0 40 39.20 90 Perennial Rye 40 39.20 90 116 _..~...~._'''~.,...<O.._,..................~__ \... o ..,... o ~ 10 32 X I [] ':~':t':';:,%::':~l\':i!;:~1 z <( . :1:1- I-dJ c:r:::l; <(:::> UJu -'0 :;;0 (J)W1 UJ :1:, -'I- en u. -0 UJ>- ::21- <(- c:r:-' u.<( en:::> _0 :1:UJ 1-:1: ZI- ;:0 zl- UJ UJ ::!::::> :::>0 U(Jl 0- Clt= UJUJ :1:U 1-- ~b z W(/) u- f=~ o z r o o MlkILJl I I I I f r l - o o .. White Dutch Clover 9.8 10 90 Weed Seed o . 5 ( max ) 1. 5 (max) Inert and Other Crop TOTAL 100.00% Section 8-01.3(4)8 is supplemented by the following: First Application of Fertilizer The Contractor shall apply sufficient quanti ties of fertilizer to supply the following amounts of nutrients: Total Nitrogen as N - 135 pounds per acre. Available Phosphoric Acid as p,O. - 60 pounds per acre. Soluble Potash as K,O - 60 pounds per acre. *** 95 *** pounds of nitrogen applied per acre shall be derived from urea form or ureaformaldehyde. The remainder may be derived from any source. The fertilizer formulation and application rate shall be approved by the Engineer before use. Section 8-01.3(5) is supplemented by the following: Mulch wood cellulose mulch shall be applied at a rate of 2000 pounds per acre. BEAM GUARDRAIL TYPE 1 LONG POST December 12, 1988 Description Where shown in the Plans or where designated by the Engineer the Contractor shall install beam guardrail Type 1 with long posts. Construction Requirements The guardrail shall be constructed in accordance with the Standard Specifications and standard Plans for beam guardrail Type 1 except that the post length shall be 11 feet long. Steel posts placed by the auger and backfill method shall be 1 foot longer. Moasurement Beam guardrail Type 1 long post will be measured by the linear foot 117 -) o = o --- _.ll.. - --, o --.-' .dl<:l>..~ .. I o () !i1 [.... 32 >( ~ .J ...-;l...d .IllI.~'" LA - ;.1;l:l:.~"""~}~ z <(' :1:1- I-dJ c::::!: <(:::> UJu -'0 :;;0 t:l~1 -'I- c.nLl. -0 UJ)- ~I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 zl- ~ ~. :::> 0' U(Jl 0- ot= UJUJ :1:u 1-- ~b z woo u- -J: bI- Z r o o ........ "- m1_ () o n .. along the line of completed guardrail from end to end of rail sections, including transition sections, expansion sections, and terminal sections. payment The unit contract price per linear foot for "Beam Guardrail Type 1 - 11 Ft. Long Post" shall be full pay for furnishing all labor, tools, equipment, and materials necessary to complete the work specified. LXGHT LOOSE RXPRAP November 2, 1981 payment Section 8-15 is revised to provide that all costs incurred in excavation for toe walls, foundations, or trenches for the placement of the riprap in reasonably close conformity with the lines, grades, and cross sections shown in the Plans or as staked by the Engineer, and for loading, placing, or otherwise disposing of the material as shown in the Plans or as designated by the Engineer, shall ,be included in the unit contract price per ton. HAXLBOX SUPPORT Construction Requirements All mailboxes shall be fitted with new supports per the Standard specifications, Section 8-18. Measurement Measurement will be by the lump sum. payment Payment will be made under "Relocate Mailboxes and Supports", per lump sum. The lump sum price shall be full compensation for the costs of all labor, tools, equipment, and materials necessary or incidental to removing, maintaining in a temporary location and reinstalling the mailboxes and new supports. XLLUMXNATXON, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL Illumination Syatem(a) High-pressure sodium Vapor Lamps High-pressure sodium vapor lamps for this project shall have a 24,000 hour rated life and be of the following listed wattage: Use Watts 118 ,... 0, ) J ~r o ILJ/I .lCI1U1'""""""-- L1~ ~l " 10 ,-~~;. ... I o o ~~~:!R I" o ,R~~ o .. Z <( , :1:1- I-dJ c:r:::!: <(:::> UJu -'0 Uo (Jl , (Jl UJ, UJ :1: I -'I- (Jlu. -0 ~~ <(- c:r:-' u.<( !aa :1:UJ 1-:1: ZI- ;:0 ZI- UJ UJ, ~E U(Jl 0- ot= UJUJ :1:u 1-- ~b z ill(/) u- -:1: bI- Z I ( r r r ! (b) Light source to pole base distances (Hl) shall be determined or verified by the Engineer prior to fabrication. Fabrication tolerance shall be 6 inches. Highway Lighting 3.0 Light Standards with Type 1 Luainaire Arms Lighting standards for use on this project shall be fabricated in conformance with the methods and materials specified in standard Plans J-l, J-la, and J-lb, or the pre-approved plans listed below, provided the following requirements have been satisfied: (a) Mounting heights shall be as specified in the Plans. (c) standards fabricated in conformance with standard Plans J-l, J-la, and J-lb shall have Type 1 arm connections. (d) All welds on steel standards shall comply with the latest AASHTO standard Specifications for structural Supports for Highway Signs, Luminaires and Traffic Signals. Welding inspection shall comply with Section 6-03.3(25)A Welding rnspection. (e) All other requirements of the Special Provisions have been satisfied. 1 I Pre-Ap9roved Plan Fabricator Mountina Hat. Drawing No. 71035-F7-R5 Union Metal 40' Manufacturing Co. Drawing No. 71035-F6-R4 Union Metal 50' Manufacturing Co. Drawing No. DBOOO13-RF Valmont rnd.Inc. 30',40'& 50' Drawing No. 3595 Ameron Pole 25', 30', 35' , Prod. Div. 40', 45' " 50' r o Drawing No. NWS 2253 Northwest Signal 30',40'& 50' Supply Inc. Drawing No. SDV 365 Polesystems Inc. 20', 25', 30' , 35' , 40', 45' , " 50' (6 ' & 8' 0 Mast Arm r.engths Only) 119 _....~~----~ : 0::) . ..l~_Mtt\. ( 0 J 11.--- - .l:::l ~JlQ.4WJ~1:1 ~_[IIJ. ....- l1<:lJ Ll -" . :~ .'~ J; 'I :j j 1 .~ :~ j 1 'I , *, ,/ I '1 :1 J I I y ~ ~ ! I :1 '1 j j ;j ,. 1 10 "'-""'11-- dill - I o o 32 X I 0 ~~ ~ 4-.. - () ~':"'ii",~~':'i:;':';:'~;~ o .. Luminaire Testing In addition to the requirements of section 8-20.2, the following shall apply: z <( , :1:1- I-dJ c:r:::!: <(:::> UJu -'0 :;;0 (Jl UJ, L.U :J:\ -'I- (Jlu. -0 UJ>- ::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: Zl- ;:0 zl- UJ UJ ::!::::> :::>0 U(Jl 0- ot= ~w I-~ ~b z W(/) u- -:1: bI- Z One 70 watt, one 100 watt, one 150 watt, one 175 watt, one 200 watt, one 250 watt, one 310 watt, one 400 watt, one 700 watt, and one 1000 watt luminaire, if employed in this contract, of the exact type called for, complete with lamps, shall be submitted for approval. After approval, the submitted sample shall become the property of the state. In the event of luminaire component failure during testing, the state shall return to the Contractor without obligation the malfunctioning components. It shall then be the responsibility of the Contractor to submit for approval additional sample components. Equipment List and Drawings The last paragraph of Section 8-20.2(1) is replaced by the following: The Contractor will not be required to submit shop drawings for approval for lighting standards conforming to the pre-approved plans listed in this contract. Pole base to light source distances (HI) for lighting standards with pre-approved plans will be determined or verified by the Engineer at the request of the Contractor prior to fabrication. Light source to pole base distances (HI) for lighting standards without pre-approved plans and for combination traffic signal and lighting standards will be furnished by the Engineer as part of the final approved shop drawings prior to fabrication. If traffic signal standards, strain pOle standards, or combination traffic signal and lighting standards are proposed, final verified dimensions including pole base to signal mast arm connection point, pole base to light source distances (HI), mast arm length, offset distances to mast arm mounted appurtenances, and orientations of pole mounted appurtenances will be furnished by the Engineer as part of the final approved shop drawings prior to fabrication. Payment The lump sum contract prices for the bid items listed below shall be full pay for all costs involved in furnishing all labor, materials, tools, and equipment necessary or incidental to the construction and installation of the complete and operable illumination (or traffic signal) system. r o o 120 '-.~'~""-- = ~ \.. 0 0 - - .lId.l_1i ---- _l ~ - -{ _ --w........- ! j \ I ';0 .::1.JI!. - I o o 32 X m 0 .1 _t.~ --A- i~ th..li1 lad 'W;;C.l),1.:~*l) Z <1:' :1:1- ....ii:j ~~, UJu -'0 Uo en ' ffl~1 -'I- enu. -0 UJ>- :::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 zl- UJ UJ ::!: :::>' :::>0 U(Jl 0- ot= UJUJ :1:u 1-- ~b Z wen u- -:1: bI- Z r o o I I I I I I l o L- () o .. Payment will be at the lump sum contract price(s) for: Illumination system 8TOCKPXLE SXTE FOR REMOVED SXGNS February 27, 1989 Description The stockpile site for the signs removed by the Contractor, shall be the Hadlock shop. Payment Payment for stockpiling the removed signs at this location, shall be included in the lump sum contract price for "Permanent Signing". SPECXAL PAVEMENT MARRXNG Description Special Pavement Markings shall be installed at the intersections of the pedestrian paths and the roadway, as shown on the Plans ans as specified by the Engineer. Materials Materials shall be as specified in "pavement marking" elsewhere in these special provisions. Construction Requirements The markings shall be applied at the location and in the configuration noted on the Plan and Details. Measurement Measurement shall be per each pavement marking unit complete at each location. Payment Payment will be made under: "Special Pavement Marking", per each. The unit contract price shall be full compensation for the costs of all labor, tools, equipment, and materials necessary or incidental to applying the markings. PAVEMENT MARRXNG September 25, 1989 Materials In accordance with Section 8-22.2 approved materials and sources for paint and plastic pavement marking materials are as follows: Paint HAm1facturer ~ Identificat1o~ ~ 121 : O.__~ . .I.. ~ tJ!L UJ JII IL.. ---- 1-- L 1_ j i \ i \' I, j ! 'Q ) , ,~ 1 ,} i j 1 , I j 1 I 1 ,~ :.~ ~ .1 I ~l :a 10 1fiiii..J---'''- __f - I o o 32 X I 0 IfW 1..b........dI ;:;{J.a.~ft;.:;I(;'it;J. z <( , :1:1- I-fjj c:r:::!: <(:::> UJu -'0 Uo (Jl UJ' ff3 :I:l -'I- (Jlu. -0 UJ>- ::!:I- <(- c:r:-' u.<( !aa :1:UJ 1-:1: ZI- ;:0 zl- UJUJ ::!::::> :::>0 U(fl 0- ot= UJUJ :1:u 1-- ~b z W(Jl u- -:1: bI- Z r o o ~ Bauer Coating Div. Daniel Boone Paint Inc. Norris Paint Company Norris Paint Company Norris Paint Company Norris Paint Company Bauer coating Div. Daniel Boone Paint Inc. Norris Paint Company Norris Paint Company Norris Paint Company Norris Paint Company Pervo Paint Company std. Std. std. Std. Premix Premix std. std. std. std. Premix Premix Std. () o .. White ~lhi te White White White white Yellow Yellow Yellow Yellow Yellow Yellow Yellow 2143A9 7371 BHWSW1-1 BHW8W1-3 BHWPWl-1 BHWPWl-2 2144A9 7372 BHW8Y2-2 BHW8Y2-3 BHWPY2-1 BHWPY2-2 5906 Plastic - Pressure Sensitive Harking Material Manufacturer Ferro ,Corporation prismo Universal Co. prismo Universal Co. seibUlite of America Inc. 3M Company Name Brang Cata-tile - 60 mil Prismo Brand - 60 mil prismo Brand - 90 mil Seibulite MM - 60 mil 3M Stamark - 60 mil Plastic pressure sensitive marking materials are not allowed on bituminous surface treatment (BST) pavement. Plastic - Extruded Materials Ferro Corporation Lafrentz Road Service Ltd. Norris Paint Company Norris Paint Company Norris Paint Company Paye-Mark Corporation Pave-Mark Corporation Swedish A.B. Cleanosol Manufacturer ." ." ." Identification catatherm ABITOL 125 mil Lafrentz thermoplastic - 125 mil Norline Thermoplastic - 125 mil Norline Thermoplastic TP- 120mil Dura-Stripe AC - 90 mil Pave-Mark Hydrocarbon - 125 mil Pave-Mark Alkyd - 125 mil Cleanosol IT - 125 mil Approved for installation in Western Washington only. ." Manufacturer addresses are as follows: Bauer Coatings & Chemical Division Whittaker Corporation 1021 North Mission Road Los Angeles, CA 90033 Daniel Boone Paints, Inc. 15701 Nelsen Place South 122 o : -- - -- - - In o -:J LI&:I1 I 1 10 ..__.~.... .t...::lll:I~!~..4 --- I o o 32 X; 0 ~ ~ ...&'~- ~~~- r - III o :;:j:~~~:';;'~"...z;~~ o .. z <( , :1:1- I-a:i c:r:::!: <(:::> UJU -'0 Uo (Jlw ~:t:\ -'I- (J)u. -0 UJ)- ::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 zl- UJUJ ::!::::> :::>0 U(Jl 0- ot= UJUJ :I:u 1-- ~b z W(/) u- -:1: bI- Z I I I I I r Tukwila, WA 98188 Ferro Corporation Cataphote Division P.O. Box 2369 Jackson, MS 39205 Lafrentz Road Services Ltd. Edmonton, Alberta T6E4N7 CANADA Norris Paint company 1675 Commercial street NE P.O. Box 2023 Salem, OR 97303 Pave-Mark Corporation 1855 Plymouth Road NW P.O. Box 94108 Atlanta, GA 30318 Pervo Paint Company 6624 Stanford Ave. Los Angeles, CA 90001 prismo Universal Corporation 300 Lanidex Plaza Parsippany, NJ 07054 Seibulite of America Inc. 3136 East Victoria Street Rancho Dominguez, CA 90221 Swedish A.B. Cleanosol Kristianstad, Sweden o 3M Company 3M Center st. PaUl, MN 55101 CONSTRUCTXON GEOTEXTILE Ootober 23, 1989 Desoription The Contractor shall furnish and place construction geotextile in accordance with the details shown in the Plans. r o Materials Geotextile and Thread for Sewing The material shall be a woven or non-woven gootextile consisting only of long chain polymeric filllmento or yarns formed into a stable network such that the filaments or yarns retain their position relat:l,ve to each other during handling, 123 I o o l 0 = 0: :) III 32 X ~ 0 ~.- ,HILL - --.- 1Bl.<l ~ .1 ~_. &.. ~~_.. ... _~_..eIIA""'_- - - o (~.~~~ o .. z <( , :1:1- I-dJ c:r:::!: <(:::> UJu -'0 :;;0 (Jl UJ, W::X:j -'I- (Jlu. -0 UJ> ::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 ZI- UJUJ ::!::::> :::>0 U(Jl 0- Ot= UJUJ :1:U 1-- ~b z Woo u- -:1: bI- Z placement, and design service life. At least 95 percent by weight of the long chain polymers shall be polyol.ephins, polyesters, or polyamides. The material shall be free from defects or tears. The geotextile shall conform to the properties as indicated in Tables 1, 2, and 3 for each specified use. The geotextile shall be free of any treatment or coating which might adversely alter its physical properties after installation. Thread used shall be high strength polypropylene, polyester, or Kevlar thread. Nylon threads will not be allowed. The thread used to sew permanent erosion control geotextiles must also be resistant to ultraviolet radiation. r o o o 32 X I 0 ....I:::..... - ~.-.. II 'l3:b.T~~'i.l I I z I <( , :1:1- I-dJ c:r:::!: r <(:::> UJu -'0 :;;0 [ en w. w:::I:l -'I- (Jl u. -0 UJ> [ ::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 ZI- UJ UJ ::!::::> :::>0 U(fl O- r ot= UJUJ :1:u 1-- ~b L Z W(/) u- -:1: bl- I Z I ,... 0 o ~'....:''''-'''''''_I''l:'.., _ Lo u_ o o .. x-machine direction Table 2: Geotextile for soil stabilization. Geotextile prooerty Test Method Geotextile Pronertv Reauirements AOS WSDOT Test Method 922 .42 mm max. (#40 sieve) .005 em/sec min. Water Permeability Tensile strength, in machine and ):- machine direction WSDOT Test Method 924 3.80 lbs min. WSDOT Test Method 916 min. Seam Breaking and Strength 160 lbs min. WSDOT Test Method 918 WSDOT Test Method 916 (Grab Test) WSDOT Test Method 920 290 psi min. Burst strength Puncture Resistance WSDOT Test Method 921 75 lbs min. Tear strength, min. in machine and x-machine direction Table 31 Geotextile for permanent erosion control. WSDOT Test Method 919 50 lbs min. Geotextile pronerty Geotextile, Pronertv Reauirements Low High survivabilitY3 Survivability Test Methodz WSDOT Test Method 922 WSDOT Test Method 924 AOS .30 mm max. (150 sieve) .04 em/sec min. .30 nun max. (#50 sieve) Water Permeability .04 em/sec min. 125 .~~ 0',::) - .d. -- ..~.....~ ~ h..d.,~.. .... tltllllllllid. -.1:1 .{; 1 ";'1. :'J , J- ;~ 'I ~ 1 -i. J I t :1 ,~ ,.~ 'f. ,) .~ 1 1 ~~ :1 \J ;~i Jl" i; J( ;i ,~ :i J "" 10 ___._.i ...---.--- I o o 32 X I 0 ~1lIllIDlld1d -- ~~ ;':I(,'.'\J,~~;;':;:.1iJ z <( , :1:1- I-dJ c:r:::!: <(:::> Wu -'0 :;;0 (fl UJ, UJ :1:' -'I- (Jlu. -0 UJ>- ::!:I- <(- c:r:-' u.<( !aa :1:UJ 1-:1: ZI- ;:0 Zl- UJUJ ::!::::> :::>0 U(Jl 0- Ot= UJUJ :rU 1-- ~b Z W(/) u- -:r bI- z r o o ___1 l Tensile strength, min. in machine and x- machine direction strain at Seam Breaking strength Burst strength Puncture Resistance Tear strength, min. in machine and x-machine direction Ultraviolet (UV) Radiation Stability 1 - () o .. WSDOT Test 130 lbs min. Method 916 270 lbs min. WSDOT Test 15% min. Method 916 15% min. Failure WSDOT Test 110 lbs min. Method 918and WSDOT Test Method 916 (Grab Test) WSDOT Test 200 psi min. Method 920 WSDOT Test 60 lbs min. Method 921 WSDOT Test 40 lbs min. Method 919 240 lbs min. 430 psi min. ll0 lbs Inin. 80 lbs min. ASTM 0 4355-84 70% strength Retained min. 70% strength Retained min. All qeotextile properties in Tables 1, 2, and 3 are minimum average roll values (i.e., the test result for any sampled roll in a lot shall meet or exceed the values shown in the table). WSDOT test methods 916, 919, and 924 are in conformance with ASTM geotextile test procedures, except for geotextile sampling and specimen conditioning. Copies of all WSDOT geotextile test methods are available at the Headquarters Materials Laboratory in Tumwater. 3 Low and high survivability for geotextiles used for underground drainage and permanent erosion control are defined in this Special provision under the respeotive subsections. 2 Aggregate cushion for Per.anent Brosion Control Geotextile 126 o I - .. : ~ o M - ~ I I I 1 10 ~ -~- I o o 32 X; rJ __ ....~u ~~ - '/,'.:';Oi;;'t,io'>i,;">:!J.?O z <( , :1:1- I-dJ c:r:::!: <(:::> UJU dg Ul (Jl UJ, W~! -'I- (Jlu. -0 UJ>- ::!:I- <(- c:r:-' u.<( ~a :1: UJ 1-:1: ZI- ;:0 ZI- UJ UJ ::!::::> :::>0 U(Jl 0- Ot= UJUJ :Cu 1-- ~b Z W(/) u- -:1: bI- Z I I I I ( I r o 0 I I I I l 0 -- LL o o .. The gradation requirements for aggregate cushion are as follows: % Passing 2 1/2 inch square opening % Passing 1/4 inch square opening % Passing U.S. No. 100 sieve All percentages are by weight. Geotextile Approval And Acceptance Geotextile properties and Test Methods properties of geotextiles shall be determined by the following test Methods: 80-100 25-100 0-5 Geotextile pronerty Test Method and Tit~ AOS WSDOT Test Method 922: Apparent Maximum Opening size of Geotextiles Water Permeability WSDOT Test Method 924: Water Permeability of Geotextiles by permittivity WSDOT Test Method 916: Breaking Load and Elongation of Geotextiles (Grab Method) WSDOT Test Method 918: Failure strength in Sewn Seams of Geotextiles1 and WSDOT Test Method 916: Breaking Load and Elongation of Geotextiles (Grab Method) WSDOT Test Method 920: Diaphragm Bursting Strength of Geotextiles WSDOT Test Method 921: Puncture Strength of Geotextiles WSDOT Test Method 919: Trapezoid Tearing Strength of Geotextiles ASTM D 4355-84, after 500 hours in weatherometer Tensile strength and Strain at Failure Seam Breaking Burst Strength Puncture Strength Tear strength Ultraviolet (UV) Radiation stability Source Approval The Contractor shall submit to the Engineer the following information regarding each geotextile proposed for use: Manufacturer's name and current address, Full product name, and Proposed geotextile use(s). 127 = O'~) --- --'- -- .1 - III _H-...:t:...J::.d. ) ICI --- I -'-1 -[I o o 32X~O ~.. --. z <( , :1:1- l-aJ c:r:::!: <(:::> UJu -'0 :;;0 en WI W:I:1 -'I- (JlLl. -0 UJ)- ::!:I- <(- c:r:-' u.<( ~a :1:W 1-:1: Zl- ;:0 Zl- UJ W ::!:::> :::>0 U(fl 0- Ot= UJw :1:U 1-- ~b z Woo u- -J: bI- Z ,.. o o ..<t:.... \. o .d&' ------1 () o .. If the manufacturer of the proposed geotextile(s) has not previously submitted a geotextile for initial source approval for the proposed use and obtained approval, a sample of each proposed geotextile shall be submitted to and approved by the Headquarters Materials Laboratory in Tumwater. After the sample and required information for each geotextile type have arrived at the Headquarters Materials Laboratory in Tumwater, a maximum of 14 calendar days will be required for this testing. Source approval will be based on conformance to the applicable values from Tables 1, 2, and 3. Each sample shall have minimum dimensions of 1.5 yards by the full roll width of the geotextile. A minimum of 6 square yards of geotextile shall be submitted to the Engineer for testing. The geotextile machine direction shall be marked clearly on each sample submi tted for testing. The machine direction is defined as the direction perpendicular to the axis of the geoto:;!xtile roll. The geotextile samples shall be cut from the geotextile roll with scissors, sharp knife, or other suitable method which produces a smooth geotextile edge and does not cause geotextile ripping or tearing. The samples shall not be taken from the outer wrap of the geotextile roll nor the inner wrap of the core. Acceptance samples Samples will be randomly taken by the Engineer at the jobsite to confirm that the geotextile meets the property values specified. Approval will be based on testing of samples from each lot. A "lot" shall be defined for the purposes of this specification as all geotextile rolls within the consignment (Le., all rolls sent to the project site) which were produced by the same manufacturer, and have the same product name. After the samples and manufacturer's certificate of compliance have arrived at the Headquarters Materials Laboratory in Tumwater, a maximum of 14 calendar days will be required for this testing. If the results of the testing show that a geotextile lot, as defined, does not meet the properties required for the specified use as indicated in Tables 1, 2, and 3, the roll or rolls which were sampled will be rejected. Two additional rolls from the lot previously tested will then be selected at random by the Engineer for sampling and retesting. If the retesting shows that either or both rolls do not meet the required properties, the entire lot will be rejected. All geotextile which has defects, deterioration, or damage, as determined by the Engineer, will also be rejected. All rejected geotextile shall be replaced at no cost to the State. 128 : o ) . ~ .... .b.....~-_ _.._:1:.._ ___," ,.. ., _Ita.a I // ~t j' i: i I f 10 ...-............. - I o o 32 X ~ 0 Z <( . :1:1- ~1E c:r::2 <(:::> UJu --'0 :;;0 en UJ, W J:i -'I- en Ll. -0 UJ>- ::21- <(- 0:-' u.<( en:::> _0 :1:UJ ~:1: ZI- ;:0 ZI- UJ UJ ::2:::> :;)0 U(Jl 0- Clt= UJUJ :1:U 1-- ~b Z WCJ) u- -:1: bI- Z I I I I ( I r o o I -~~ l o __.....d __ o o .. Acceptance will be by manufacturer's certificate of compliance without sampling if one or both of the following two conditions are met: (1) The quantities of geotextile proposed for use in each geotextile application are less than or equal to the following amounts: Application Geotextile Ouantitv Underground Drainage Soil stabilization Permanent Erosion Control 500 sq. yd. 1500 sq. yd. 1000 sq. yd. (2) 'the geotextile samples previously tested for the purpose of source approval came from the same geotextile lot as defined which is proposed for use at the project site, provided that the number of samples submitted and tested meet the requirements of WSDOT Test Method 914 "Practice for sampling of Geotextiles for Testing". The manufacturer's certificate of compliance shall include the fOllowing information about each geotextile roll to be used: Manufacturer's name and current address, Full product name, Geotextile roll number, Proposed geotextile use(s), and Certified test results. Approval o~ Seams If the geotextile seams are to be sewn in the field, the Contractor shall provide a section of sewn seam before the geotextile is installed which can be sampled by the Engineer. The seam sewn for sampling shall be sewn using the same equipment and procedures as will be used to sew the prOduction seams. If production seams will be sewn in both the machine and cross-machine directions, the Contractor must provide sewn seams for sampling which are oriented in both the machine and cross-machine directions. The seams sewn for sampling must be at least 2 yards in length in each geotextile direction. If the seams are sewn in the factory, the Engineer will obtain samples of the factory seam at random from any of the rolls to be used-, The seam assembly description shall be submitted by the Contractor to tha Engineer and will be included with the seam sample obtained for testing. This description shall include the seam type, seam allowance, stitch type, sewing thread tax ticket number(s) and type(s), stitch density, and stitch gage. 129 ---,: o ) ----..- w ~.... ~2IIt:MJ_ ;.- ~_~I-, - ;0 -...-.- I o () _11 ~~-'-~ -1l~ <") ') \..JA:.", rI I~ 0 v- () o .. Z <(" :1:1- 1-15 c:r:::!: <(:::> UJu -'0 :;;0 (f)W. LU :I:: -'I- enLl. -0 UJ>- ::!:I- <(- c:r:-' u.<( en:::> _0 :1:UJ 1-:1: ZI- ;:0 Zl- UJ UJ ::!::::> :::>0 U(Jl 0- Clt= UJUJ :1:U 1-- ~b Z W(/) u- -:1: bI- Z Construction Requirements Shipment and Storaqe During periods of shipment and storage, the geotextile shall be kept dry at all times and shall be stored off the ground. Under no circumstances, either during shipment or storage, shall the material be exposed to sunlight, or other form of light which contains ultraviolet rays, for more than five calendar days. General Construction Requirements The area to be covered by the geotextile shall be graded to a smooth, uniform condition free from ruts, potholes, and protruding objects such as rocks or sticks. The geotextile shall b~ spread immediately ahead of the covering operation. The geotextile shall not be left exposed to sunlight during installation for a total of more than five calendar days. The geotextile shall be laid smooth without excessive wrinkles. Under no circumstances shall the geotextile be dragged through mud or over sharp objects which could damage the geotextile. The cover material shall be placed on the geotextile in such a manner that a minimum of 12 to 18 inches of material, depending on the survivability of the geotextile, will be between the equipment tires or tracks and the geotextile at all times. Construction vehicles shall be limited in size and weight such that rutting in the initial lift above the geotextile is not greater than 3 inches deep, to prevent overstressing the geotextile. Turning of vehicles on the first lift above the geotextile will not be permitted. End-dumping the cover material directly on the geotextile will not be permitted. Compaction of the first lift above the geotextile shall be limited to routing of placement and spreading equipment only. No vibratory compaction will be allowed on the first lift. .". Pegs, pins, or the manufacturer's recommended method shall be used as needed to hold the geotextile in place until the specified cover material is placed. Should the geotextile be,torn or punctured or the overlaps or sewn joints disturbed, as evidenced by visible gcotextile damage, subgrade pumping, intrusion, or roadbed distortion, the backfill around the damaged or displaced area shall be removed and the damaged area repaired or replaced by the Contractor at no cost to the State. The repair shall consist of a patch of the same type of geotextile placed over the damaged area. The patch shall' overlap the existing geotextile a minimum of 2 feet from the edge of any part of the damaged area. o o If geotextile seams are to be sewn in the field or at the factory, the seams shall consist of two parallel rows of stitChing. The two rows of stitChing shall be 0.5 inch apart 130 I o o \'.''';'' '00'.;,.....--....-- C ) ;0 ~ 0 l 0 0 32X ~ : - A81..M .:;;11_ ....i.Jl 1- - .- - --, .. .- -- .... ---"- -- ----- z <( , :1:1- I-dJ c:r:::!: <(:::> UJU -'0 :;;0 U) w ~ w::I:; -'I- (Jlu. -0 UJ;.. ::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 zl- UJ UJ ::!::::> :::>0 U(Jl 0- ot= UJUJ :1:u 1-- ~b z wu) u- -:I: bI- Z I I I I I I r o o I \f \ .._,......~...".'.~,...-~~-----.q- l o o o .. with a tolerance of 0.25 inch and shall not cross, except for restitching. The stitching shall be a lock-type stitch. The minimum seam allowance, i.e., the minimum distance from the geotextile edge to the stitch line nearest to that edge, shall be 1.5 inches if a flat or prayer seam, Type SSa-2, is used. The minimum seam allowance for all other seam types shall be 1.0 inch. The seam, stitch type, and the equipment used to perform the stitching shall be as recommended by the manufacturer of the geotextile and as approved by the Engineer. The seams shall be sewn in such a manner that the seam can be inspected readily by the Engineer or his representative. The seam strength will be tested and shall meet the requirements stated in this Special Provision. specific Construction Requirements The construction requirements which follow shall apply in addition to the general construction requirements previously stated. Underground Drainage The geotextile shall either be overlapped a minimum of 1 foot at all longitudinal and transverse joints, or the geotextile joints shall be sewn. In those cases where the trench width is less than 1 foot, the minimum overlap shall be the trench width. Either low survivability or high survivability geotextile shall be used, meeting the property requirements specified in Table 1. Low survivability geotextile may be used in trench drains if the trench walls are smooth, stable, and less than 10 feet in depth. High survivability geotextile shall be used if the trench depth is greater than equal to 10 feet. An area drain is defined as a geotextile layer placed over or under a horizontal or near-horizontal layer of drainage aggregate. The geotextile shall be overlapped a minimum of 2 feet at all longitudinal and transverse joints in an area drain, or the geotextile joints shall be sewn together. The minimum initial lift thickness over the geotextile shall be 18 inches if low survivability geotextile is used and shall be 12 inches if high survivability geotextile is used. Soil Stabilization The geotextile shall either be overlapped a minimum of 2 feet at all longitudinal and transverse joints, or the geotextiJ.e joints shall be sewn together. The initial lift thickness shall be 12 inches or more. Permanent Erosion Control Unless otherwise specified in the Plans, the geotextile shall 131 : ) o U.ld . III - - lI~11 [] -..,..-..... -_ ~Jil I o o 32 X I [I II!lIlIIIlsIlWIsI.~~1IIl .. z <( , :1:1- I-dJ c:r::2 <(:::> UJu -'0 :;;0 (Jl UJ, L.U ::J:\ -'I- (Jlu. -0 UJ>- ::!:I- <(- c:r:-' u.<( !aa :1:UJ 1-:1: ZI- ;:0 zl- UJ UJ ::!::::> :::>0 U(Jl 0- ot= UJUJ :1:u 1-- ~b z WCJ) u- -:1: bI- Z r o o l - o -........- o o .. either be overlapped a minimum of 2 feet at all longitudinal and transverse joints, or the geotextile joints shall be sewn together. If overlapped, the geotextile shall be placed so that the upstream strip of geotextile will overlap the next downstream strip. Where placed on slopes, each strip shall overlap the next downhill strip. Placement of aggregate, riprap or both on the geotextile shall start at the toe of the slope and proceed upwards. The geotextile shall be keyed at the top and the toe of the slope as shown in the Plans. The geotextile shall be secured to the slope, but shall be secured loosely enough so that the geotextile will not tear when the riprap is placed on the geotextile. The geotextile shall not be keyed at the top of the slope until the riprap is in place to the top of the slope. All voids in the riprap face that allow the geotextile to be visible shall be backfilled with quarry spalls or other small stones, as designated by the Engineer, so that the geotextile is completely covered. When an aggregate cushion between the geotextile and the riprap is required, it shall have a minimum thickness of 12 inches. An aggregate cushion will be required to facilitate drainage when hand placed riprap, sack riprap, or concrete slab riprap, as specified in Sections 9-13.2, 9-13.3, or 9-13.4, respectively, is used with the geotextile. Either low survivability or high survivability geotextile shall be used, meeting the property requirements specified in Table 3. Low survivability geotextile shall be used if a 12 inch thick aggregate cushion is placed between the geotextile and the riprap and the geotextile is placed on a slope of 2:1 or flatter. High survivability geotextile shall be used if an aggregate cushion is not used or if the geotextile ..is placed on a slope steeper than 2:1. Grading of slopes after placement of the riprap will not be allowed if grading results in stone movement directly on the geotextile. Under no circumstances shall stones weighing more than 100 pounds be allowed to roll downslope. stones shall not be dropped from a height greater than 3 feet above the geotextile surface. Lower drop heights may be required if geotextile damage from the stones is evident, as determined by the Engineer. If the geotextile is placed on slopes steeper than 2: 1, the stones shall be placed on the slope without free-fall for both low survivability and high survivability geotextiles. Temporary silt Fenoes The Contractor shall be fully responsible to install and 132 ~ -: o )J ~~ ... LIi.lI:IJ JII ....- - ~ [J -.., L..i.......-... -- I o o 32 >< ~ 0 ~J:..... oIliIlIlllLllt4.41. !JU.w""'" ..- ~ z <(' :1:1- .....dJ a: ::!:, <( :::>, UJu -'0 :;;0 [g ~i -'I- en u. -0 w>- ~t= c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 zl- w UJ, ~5: U(Jl 0- ot= WUJ :1:u ~g Z W(/) u- -:1: bI- Z I I I I I I , ,... I I L I I I I I I I I ~! .~.~,~,_,......HH~""lI',.. .... ..,_. o o ( o 1IlIIrI..~.JJ~.d__1.r'- -"'- '~-- - o o .. maintain temporary silt fences at the locations shown in the Plans. A silt fence shall not be considered temporary if the silt fence must function beyond the life of the contract. The silt fence shall prevent soil carried by runoff water from going beneath, through, or over the top of the silt fence, but shall allow the water without soil to pass through the fence. The minimum height of the top of the silt fence shall be 30 inches above the original ground surface. Damaged and otherwise improperly functioning portions of silt fences shall be repaired or replaced by the Contractor at no cost to the state, as determined by the Engineer. Sediment deposits shall either be removed when the deposit reaches approximately 1/2 the height of the silt fence, or a second silt fence shall be installed, as determined by the Engineer. Measurement Construction geotextile, with the exception of silt fence geotextile and underground drainage geotextile used in trench drains, will be measured by the square yard for the ground surface area actually covered. Silt fence geotextile will be measured by the linear foot of silt fence installed. Underground drainage geotextile used in trench drains will be measured by the square yard for the perimeter of drain actually covered. Payment The unit contract ,prices per square yard for "Construction Geotextile For Underground Drainage", "Construction Geotextile For Soil stabilization", and "Construction Geotextile For Permanent Erosion ContrOl", and per linear foot for "Construction Geotextile For Silt Fence" as are included in the proposal shall be full pay to complete the work as specified. Sediment removal behind silt fences will be paid by force account. If a new silt fence is installed in lieu of sediment removal, as determined by the Engineer, the silt fence will be paid for at the unit contract price per linear foot for "Construction Geotextile For Silt Fence". 133 -, ~ () " ) , ,ao...- ....... _~.u.ln ---LL.b.....!::... ll!a<1l " I I l ! ~ ~ :1 ~ I i 10 ~ . - -,- I o o 32 X I 0 ..JllRMIi' Jl..J1 H!tL;.. --- Z <( , :1:f- I-dJ ~~. UJu -'0 Ue ~~:l ~~1 (Jlu. -0 ~~ ~:::; u.<( !aa :1:UJ 1-:1: Zf- ;:0 Zf- ~~' :::> e, UUl 0- O!:: UJw J:U 1-- ~b Z wen u- f=~ o z I I I I I I I I I I t t l. t I I .,. o o \I I ~J. \ c'~o' - o o .. STANDARD PLANS June 11, 1990 The state of Washington standard Plans for Road, Bridge and Municipal Construction transmitted under Publications Transmittal No. 80-34, dated May 30, 1980, and as revised under Publications Transmittal No. 81-17 dated March 31, 1981, transmittal No. 82-34 dated June, 1982, transmittal No. 82-58 dated December, 1982, transmittal No. 83-80 dated October, 1983, transmittal No. 83-87 dated November, 1983, transmittal No. 84-015 dated 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 December, 1987, transmittal No. 88-035 dated June, 1988, transmittal No. 88-059 dated November, 1988, transmittal No. 89-012 dated April, 1989, transmittal No. 9-077 dated December, 1989, and transmittal No. 90-022 dated April, 1990, is made a part of this contract. The Standard Plans are revised as follows: Concrete class designations shown on any of these Standard Plans shall be changed to read as follows: From Current Designation Class A and AX Class D and DX To New Desianation Class 4000 Class 4000W Class Band C Class 3000 Class LS Class 4000LS B-9d The existing title "TYPE 4 SAFETY BARS FOR CULVERT PIPE OR PIPE ARCH (ON CROSS ROAD)" is deleted and replaced with the new title "TAPERED END SECTION WITH SAFETY BARS." G-4a In the POST INSTALLATION TABLE, under the column "Notch Depth & Hole Dia", delete the "asterisk" symbOl * for the lines 6 x 6 and 6 x 8. The only line with the * is the 4 x 6 post size. The following are Standard Plan numbers and their date of last r~vision applicable at the time this project was advertised: A-I 12/29/86 C-2f 9/29/89 G-9 1/30/87 A-I 2/l9/88 c-2g 9/29/89 A-2 8/17/88 c-2h 2/09/89 H-1 10/09/89 A-2 8/14/87 C-2i 2/06/90 H-2 12/29/89 A-2 8/17/88 C-3 3/20/90 H-3 12/08/88 c-3 3/20/90 H-3a 12/08/88 8-1 12/0l/86 C-4 2/09/89 H-38 12/08/88 B-18 12/01/86 c-4a 4/04/88 H-5 6/28/85 B-lb 9/14/87 C-5 2/13/87 H-5a 6/28/85 134 Ll.l~l ---[ M IlIl.a h O\s~ " tI.; ~i"";'..i!ItMI1..~IIL~___ 1- .... " ~1 ~, "1 ,I '<1 ,:} ,[ {; " t'" .. :1 .'~ "~ ';j "~ -~i ,il .~ :f. ':l '! '-I n ;, \ ':\ t~ ,I Jl ;'1 J <1 J j ,{ ':'1' ,~ !i, iJ Jl " I .~ ,~ I J ~o .. .. ~~!Y!fII~ - I o o lLdlll!II 32 X I 01 '-.,.. ~< . ~I P"' o """""""" o .. Z <( , :1:1- I-dJ c:r: ::!:, <( :::>, UJu -'0 Ue (Jl : ~~\ -' 1-, (Jlu. -0 UJ> ?it= c:r:-' u.<( !aa :1:UJ 1-:1: ZI- ;:0 zl- UJ w, ~s U(Jl 0- et= UJUJ :l:u 1-- ~b Z W(/) u- f= :1:; 01-, Z B-le 9/29/87 C-6 1/1.9/90 H-5b 6/28/85 B-1.f 9/29/87 C-6 1/19/90 H-5c 7/1.7/81. B-lh 1/05/87 c-6a 1/21/85 H-6 7/1.7/81 B-1.j 1/30/87 c-6b 1/21/85 H-7 5/07/85 B-1.z 12/08/86 c-6c 10/18/88 H-7a 11/28/83 B-2 9/19/83 C-6d 11/08/88 H-8 11/26/79 B-2a 12/12/83 C-6e 4/04/88 H-9 2/22/82 B-2b 3/19/84 C-6e 4/04/88 H-I0 4/22/88 B-3 10/13/89 C-6e 4/04/88 H-11 9/1.9/83 B-3 10/13/89 C-6f 1.0/24/88 H-12 1./30/87 B-3a 10/1.3/89 C-6g 1.0/24/88 H-12 1/30/87 B-4 1/25/80 C-7 6/12/87 H-12 1/30/87 B-4b 9/07/84 C-7a 3/09/90 B-4c 9/07/84 C-8 10/28/87 I-I 11/26/79 B-4f 9/19/83 C-8a 4/11/86 I-la 11/26/79 B-4g 9/19/83 C-8b 8/15/85 1-2 2/04/82 B-4h 12/29/89 C-8c 6/04/85 B-4h 12/29/89 C-8d 1/04/88 J-l 6/30/88 B-5 11/26/79 C-8d 1/04/88 J-l 6/30/88 B-5a 11/26/79 c-9b 12/02/88 J-la 2/13/81 B-6 11/26/79 C-I0 7/28/89 J-1b 6/30/88 B-6a 11/26/79 C-I0 7/28/89 J-1b 6/30/88 B-6b 11/26/79 c-1.2a 3/31/89 J-1.b 6/30/88 B-7 9/22/88 c-1.2b 3/31./89 J-1c 7/24/87 B-7a 9/29/89 J-le 5/10/82 B-8 3/12/84 0-2d 2/13/81 J-lf 7/17/81 B-8a 3/29/82 D-2e 2/1.3/81 J-3 11/07/75 B-9 9/20/89 D-2f 2/13/81. J-3b 1./06/89 B-9a 10/09/89 0-2g 2/13/81 J-3b 1/06/89 B-9b 9/29/89 0-3 1/25/80 J-3c 1./06/e'9 B-9c 10/09/89 D-4 5/23/83 J-3d 1/06/89 B-9d 10/13/89 0-5 8/24/79 J-3e 2/04/82 B-10 1/25/80 D-5a 12/21/84 J-5a 7/17/81 B-ll 1/25/80 0-6 8/25/88 J-6c 1/06/89 B-12 1/25/80 0-6 8/25/88 J-6f 2/22/82 B-13a 12/02/85 0-7 1/04/80 J-6g 2/22/82 B-13b 12/02/85 D-7a 1/04/80 J-6h 2/22/82 B-13c 12/02/85 D-8 1./04/80 J-7a 2/22/82 B-13d 12/02/85 0-9 2/05/88 J-7c 2/22/82 B-14 12/02/85 0-9 2/05/88 J-7d 7/31/87 B-15 7/24/87 J-7d 7/31/87 B-17 1.0/09/89 E-1 1/04/80 J-8a 9/15/87 B-18 3/19/84 E-2 9/19/80 J-9a 4/24/86 B-18a 9/06/83 E-3 11/26/79 J-l0 3/07/88 B-18b 10/03/83 E-4 8/07/86 J-lla 7/19/85 B-18c 1/23/90 E-4a 1.2/22/87 B-19 10/03/83 E-5 1/25/80 K-1 2/06/87 B-20 9/19/83 K-2 2/06/87 B-20a 9/19/83 F-l 12/01/88 K-3 2/06/87 B-20b 9/06/83 F-2 11/26/79 K-4 2/06/87 B-20c 9/06/83 F-2a 11/26/79 K-5 2/06/87 B-20d 9/19/83 F-2b 11/26/79 K-6 2/06/87 135 v o o C"-~.-o--"'-- c 0':,',) "111"'- - I'll dlb...o. bd L L-- - --- - -. "1"11:.st1 --- i; II II r I II 'i I! Ii I; II II j {'. 10 loAJiiI.IIIMr t7 ~_~ -MMl Jj ..........__. ..d!IldlII.Ar_..I.IIlM I 0 o 32 X 10 ~~~ - o , :~ o .. 1".\ 'It ,jt 'I I ~. B-20f 4/15/88 F-4 1/18/90 K-7 2/06/87 W B-21 12/04/85 F-5 1/18/90 K-8 2/06/87 :~ B-22 9/19/83 F-6 1/18/90 K-9 2/06/87 :"q: B-23a 12/22/86 K-10 2/06/87 ,~ B-23b 10/09/89 G-l 10/17/83 K-ll 2/06/87 I B-23c 12/22/86 G-2 9/06/83 K-12 2/06/87 B-23d 9/23/86 G-2 9/06/83 K-13 2/06/87 .~ B-24 11/08/85 G-2a 12/21/73 K-14 7/17/81 I B-25 3/06/90 G-2b 6/20/86 K-15 7/17/81 \.t B-26 12/08/86 G-3 11/26/79 K-16 2/06/87 .'~ / G-3a 11/26/79 K-17 2/06/87 ',~ C-l 3/31/89 G-4a 5/26/89 K-18 2/06/87 .~ C-l 3/31/89 G-4b 5/26/89 K-19 2/06/87 C-la 3/31/89 G-6 10/24/75 K-20 2/06/87 ;1 C-lb 3/31/89 G-6a 8/31/73 K-21 2/06/87 ii C-lc 9/04/87 G-7 4/04/88 C-ld 5/09/88 G-8 3/30/88 L-1 1/21/85 C-2 2/09/89 G-8 1/28/85 L-2 1/21/85 .~ C-2a 5/25/89 G-8a 10/18/85 L-3 1/21/85 C-2b 5/25/89 G-8a 10/18/85 L-4 1/21/85 J C-2c 1/21/85 G-8a 10/18/85 L-5 1/21/85 C-2d 2/09/89 G-9 1/30/87 L-5a 9/02/86 C-2e 2/09/89 G-9 1/30/87 L-6 1/21/85 136 .- T L~wr.., 1) JJ .....' di~ .........~.'.-.........Ilral~.li:W....&Y ~ 1.lIoo!~ ....~.'~ . :,....:.....J../~'~.JIlJtt " .' ':''': V~'t\;'.':~;;;;':~;,{h'<:::i~":'" :'-',;'~0:'_':~':',:f_~i,L;'~"i':j '~LJil.~~ ,:t:r:'lll'';:';'r'':'j':i':J,'<'.;,:,:,'/ _ ~~ 7.-=:_ (', . ..dlLb.........h.J1L , I i o I o o -.' 32 X 10 t" " - ",' ....L~;~ ".",,~. IA.MlI1 ~Ji z <(, :1:1- I-dJ c:r: ::!:, <(:::> UJu -'0 Uo ffJ~i ...J t-; (Jlu. -0, UJ> ::!:I- ;2::::; Ll.<( ~a :1:UJ 1-::1: ZI- ;:0 zl- UJ UJ ::!: :::>' :::> 0' U(Jl 0- Ot= UJUJ :1:U 1-- ~b z wen u- -:1: bI- Z y l 01 o ( 0 -- - .,"':"-' _.....d1JIUllIllrILll'll o o .. i \,... ~ l - 12" A'", Stctlon FrCJlle and ~rate (Sca Stand<rd Pion for datall., 6" Als.. Section I - ., I><r IlClOjl . 3 bar lOCh corner ., bcr .ach "de '.1 bar loch way -~ o.~:.~) lIlI.4Ll.1,L ~ WFl ..--. Ll~ ~~. - II o Notes: CGtch Basins to b. conctruct.d In accordanc. .ith loST" C ..78 (AASHTO ... 199). ASTU C 890 unless other.i.o .hown on planl or noted In tho Standard Spocification,. Aa on acceptob~ olternato to robar, weldtd wire fobrM: having a minimum aroa of 0.12 .quare lncho. p.r foot may b. u..d. W.,d.d wire fobrlc ahaU comp'y to ASTW A 497 (MSHTO lot 22U, Wire fabric '~all not be placod in \he knoc:kQuta. The bottom 0' tho preealt bOle lection may be rOWldtd. Precolt boaea shall be 'urnilhed with cutouts tY knockout.. Knockout. .hall have a wall thickne.. o( 2" mInimum. Knockout. may b. on 01 4 .Id.. with maJlimum diamet" at 20". KnOCkout. may b. lither round tY "0" lhop.. Pipo 10 bo lnalalJod In 'aclarll .uppiod knockoull, Knouout or cutout hol. IIZt b, .quof to pip. outar diamet" plu. catch bo", waU thlckn.... T~o max/rwm dopth fram Iho fi..lh.d Qlad. 10 Iho pijlo In.orlll 5'-0". T~. lapor an th. lido. of th. proc..1 bo.. .0cUon and rill' Itcllan .hoU nol '"C.ad Va"ltl. Catch baaln frame and arat. .hall b. In accordance with Slandard Sp.clficallon. and mOIl Iho .tr'lIlIth nquil'monl. 0' f'odoral Sp.clficatlan RR-f'-621D. lIaling IU"O." IhaII be linllhod 10 allu," nan-rocking III, f'rame ond grol. mall bo Inalo'ad lrith fiong. dawn ar call Inla ri.or, CATCH BASIN TYPE 1 o -...-.... --- a__ e~~_ --- - D".~" 1,lla86 STNt)Mf) PUN B-' ,/i~'i': 32X~'1 0 t j.Ri ~..:.- -- ~'. .0 i:,.A."l11~~Li'!'~~~'_LIt. ]m"'~"""~bllild' -- IDl - - Z <( , :1:1- I-dJ ~~; UJu -'0 Ue ~~\ -'I- (Jl u. -0 UJ>- ::!:I- ~::; u.<( ~a :1:w 1-:1: ZI- ~~ WW1 ~5i U(Jl 0- ct= UJw :1:u ~13 Z woo u- f= :r;, O~ Z ,r o o I . (-'''~'~--' ~ ..&L ~ ~....------n.f:~'E 2- ....__...._....-.-_.~ ....................--- PLAN o o .. o NOTES J 1. The cutvert .nds shall bt beveled to match the side slope. Field cut of culyert ends Is permitted. whln approvtd by the Engin..r. 2. ~j field cut culyert piP' ,hollbt treated with treatment os .hown in the Standard Specifications or Ceneral Special Provision.. End ..ctlon C-.n._...mmr.mm---~ I o ........ ..---J---.. .... ......... ...............n...n..............n=::::::]J! lncludtd 'n culvert Itnoth for payment ,I ELEVATION CONCRETE !'FE I'WN Included In cutvert Itnoth tor payment ELEVATION METAL PIPE I End ..ctlon BEVELED END SECTIONS -............ --- .-- .~~ --- _ ......... g. . 0 .mov' hi .8 tv lid not. A 'It. ." S Sf II. STANDARD PLAN 8-70 om oner.t. .DC II' ,~ , r ! ("') I . ' p , . ~ '! !...... .! r. ~ ~" - l!IilIIillllllll$._ ., lIi~lllllll ~A..b.&... ..A U11~ ~1l.b.IIL .JIM.. 0- C;)l...'....'.".......:<.,..."..,. _" ", ,',' ','. ~l.,"", ,',,',:,,"->,.,"",:. ~JIIi!IItIlk..lIlLl~~ ,,' ,...C. 10 ~...-_-'-~iiitiP""1~tiUD.l1ril~11. '~.' :i;' o ):~ l 1 ~ , II :t 32X 10 mD.1J1Il1ltllllllWlllll ~ z <( , :1:1- I-dJ c:r:::!: <(:::> UJu -'0 :;;0 ~~l -'I- (J)u. -0 UJ>- ::!:I- <(- c:r:-' u.<( (J):::> _0 :1:UJ 1-:1: ZI- ;:0 zl- UJ UJ, ~5' U(J) 0- ot= UJUJ :I:u 1-- ~b z woo u- f= :I:. 0...' Z ,.,. ~ I o o \..... I .. o o '......,- OCSIGH A (for Uetol oM COfM;fI" ~) QD DESIGN C I'. (M"... PIp' WUh en.;. "'WI'Ol'~'O""l .... SDI~n..""" TYPICAl. PlPf:- ARCH INSTALLATION CLEARANCE BETWEEN PIPES MULTIPLE INSTALLATIONS .... Dun, PIH OIl. IlnwUN BA.UfELS CIRCULAR PMlf: 12. HI 2"- ..' tC>>tCRU( .. ""AL :!IoO- 10 H- ....... OUIGN A COlAUETElII1 102" 10 180- ... cuteUt.,AR PIH 12" to 36- 'D CQH(RtTE ClHLY ..a-IOH- ..' DUIGN C ([W,KTUI ~"IaO. ..' Plpt "'''ROt IB-" ",- ,.. ""AL DN.,Y ,0.....-2" IPAH... S lIPAIiI "'''''0 1M- ..' ~ ImIlIlE 1="-=--'1 LEGEND PIPE COMPACTION ZONE I. BocA'.' NettaI ,.~ 1ft 0lI' kM>M ..,.... INICCl11WMtM.."...........lIMIItJ' &....... II C~. lDallM.....OI...,.II"..,...,.... cut '*'I........1aI ,,'11".. c o ::) ...... "....... ~'-.-.~.lDd Jlll. -----Ll:".~ ..;.:~'I"~-~~ L 0 llII1 '--. "'---_u... JIIal..ldl1-1....a:1LJj~ o NOTES. I .... c./IftPOCIIOft ......'. ~ 0/1 111I. ,.. tI. for ... CM.....-ch.. I' .. ~I. ,., .... CONINCIIon WI . trefldl. .. _1111'" .... ., ... ,.... OOIIrIfOIIt. ... ..... .. .. ..... .. .. .... 2 All ..... -.I ~ ..... .... ......... .... .. ........ lit .... ... ... 0.-. A 3. CoRutN ,.. ... ~ .......-, ...., M ...... .. ..... ......0etII... .. CoM,... .... .... 01 ... sir""" ~fofuIMIIt. ....., .. ......... .... 0.... '" ., . ~_ ., 0iHI0M A .... c, . ...-- " ...1... r.. ,,,, Oulcn C, It .. ....... tNl .. ..... .. z.- ~ .. ....-... . .... ..,... .. ........ to 0,(1 11 ..... II .... ...... ....-.* .. . .... ., ... ....... ... ." ....udl. TIM ~ ........ . 0.0, .* " .. 4'....... ...... M OA .... 0.0. ..... s' ... '4'.. .-ell ,..., s'.. ..'.... bo- t ,'..r/' fOf' ....... 12'" ...... 4a'" .. .. ..... ...... 10'", t.o'" ....... ....., ... 42" .... .. ... ..... .... 00-. Pin COMPACTION DESIGNI ANO lACK"\.\. ...-....--.......- .,-- .,.......-- ~~b.~ ~..!~ ........ .t,'''' IT AIlDAIlD 'loAM I-II o " 10 32 X I 0 ~A- - .....r. l:.i.ll&1!a.llM ~ '.IMIIIll~.h.~ .... -.... z <( , :1:.... I-dJ ~ ::!:: ~B uO (J)Cl ~~i -'.... (J) u. -0 UJ> ::!:I- <(- c:r:-' u.<( (J)=> _0 :1:UJ ....:J: ZI- ;:0 zl- UJ w, ~ 251 U(J) 0- ot= UJw :1:u 1-- ~b z wc/) u- i= :I:j 0....' Z :1' o o - ~lilfL1 - o o .. '-- '-' RlnQ cnd Cover Adjustment 8eotlon (leveling bricks 01'" orad. rIngs optlon<lll ". '- Precast cone . t (eccentric unloaa otherwlae specifIed) f(J i x x .. '" iD ~ f,. ;; x '" :i ,', Steps t"! . 48" or 54" t.t !/.- Precast rlaer' aoctlon6 '" , ' " " Laddor Slope . 112 "1FT ITYPI Construct In field chonnel & ahalf to tho crown' of, th, pipe Reinforcing .t.11 efor precaat baae with l"toOl"ol rraor. 0,15 SO IN/FT In .och dlreotlon 10r ~8" OIA 0,19 50 IN/FT In each dlreotlon for 5"" OIA Precast bODe with In1'eoral riser .:;:.:~.: :t:.:..\I.::_:.::',:::'.....~' Croyel bock1lU for plpo bedding. l!::!~ 6" ~IN compaoted dopth. ror proccat bosa. OnJy. Super-a to coat In ploco or loporat. precaat baa. . Rolnforclno &t081lfor aeporote bo.e only) 0.23 SO IN/Fl In each dIrection 'for ~lJ" OlA 0,19 SO IN/f"T In each dIrection for 54" OIA II For Goporato In place only 'O'RI~, ( ~ .Q.OJIJGn...!!!..&.':!.!!!P..!l9.n!.. HeIOI"lt1 0' fO 12' I Soli bearing valu. equal. 3300 ./FT2 IUfO Halghf.Ovor 12' to 25' I Soli boarlng value equal. 3800 ./FT2 (MINI 1/1 D4U 'ddH ..... -'- o ../ NOTES Manholes to be constructed In accordance with AASHTO !H99 IASTM C ~78) unless otherwise shown on plans or noted In tho Stondar.d Specl1lcotlons. Hondholds In adjustment section sholl hove 3" mlnlmum clearance. Sl'eps In manhole shall hove 6" minImum cleol'*once. See Standard Plan 'Miscellaneous Manhole Details.' All reinforced cost In placo concrete sholl be Class A, Non-reln10rced concrete In channel and lIhelf sholl be Class C. AU precast concrete ahall bo Closa AX. Precast base. sholl b.. furnished with cutouts or knockouts. Knockouts shall have 0 wall thlcknoss of 2" minimum. Knockout Or" c:utou't holo sIze Is eQual to pIpe outer diameter plus manhole wall thIckness, Mo>elmum holo sIze la 36" for 48" manhole, 42" for 54" manhole. Minimum dlstanoe between halos Is 8", Manhole rlnQ8 and covers sholl be In accordance with Standard Specifications and meet the strength requirements of Federal Speolflcatlon RR.F-6210. Mating surfaces sholl be finished to assure non-rooking fit, with any cover positIon. All base relnforolng steel llholl hove 0 minimum yield strength of 60.000 PSI and be placed In the upper half of the base with I" minimum clearance. For details lIhowlng Crade Ring. ~adder, Steps, Handholds and Top Slobs. see Standard Plan 'Mlscellaneaus t.4anholo Details,' 500 the Standard Specifications for Joint requirements. MANHOLE - TYPE I 'IS" & 54" o -- .,..........., ----. .-- ~~ ~U=> ~~ ~ ="..--.- ....., ......- ......, Hovt/fttler .. rN~ I pr.coo, ,000. JOlnj ~ "') oa.......tlon. orwt Pl"eco.' bon ." .."""" I II c-;;,..., "'.,.- ~i=~:' ......~,,~.l1iIi IIIIIll E).<~ JlIllJi :tA- ,0',1 ~~ ~~{',4.' rh- m_ll L1"- h.....d -~ I' !l DO "","'0 STANDARD PLAN e! 1'1 r , I! 6-230 1\' . ,\ ,>> I ~ 32 X I 0 1,Ii! '",... >1',' 10 '~'l1'lHi . .IIIRf1 ! ____.L.li:lML---.:m...-=:z:=:ro.... IT -- z <( , :1:1- I-dJ c:r: ::!:, <( :::>, UJu -'0 Uo (Jl , ~~\ -'I- (Jl LL -0 UJ>- ~t= c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 ZI- wWi ~ 5' Uen 0- 01- W~1 :1:u 1-- ~b z wen u- f= :1:, ot--, Z .,. o o .& \..... 2" CLR TYP -6 Ban a 7"1 canter, bottom foce .ith 1" WIN cover I 48" I ~ I I........... ~.:El U" TOP SUB O.ll ea.. · II" c"nl"" bottom toe. with 1" ...,. cover 2" CLR TYP ~ I 411" I ~ I t..-tE: 72" TOP sua 21. CLR TYP ~' .. Ba" . II" clntera bollom laca ~ with T' I,IiN cov., ~1: ~ ~I I~~~ .au . 64" TOP SLAO o o .. {' I ,....( :.. "' ~vonl..d ..Iotmecl rlbar IIANHOLE STEP DROP RUNG lIAHHOLE STEP 15"1 24" 15"1 :HI +--~ I -II-- T' clearancl "4 bar GRADE RING C7M~;- _ ~~~ L r o,<!) ,,", ',oj' .' .,... 'Hili", lllk1:.~ Jm.. ' -,W~:': ,,::. ,,(' ) ..1.0 ~j ~~~~~I! 1I!1~ l~. -4 M bMJU ._-~~ M~~' ~ Ll[~. C ~llIlllllftlJlldllJ__J>Abll T o NOTES' Proprietary manhole ShIp, are acceptable. provided that IhlY conform 10 SI.lion R, ASTII C 4711 IMSHTO II 19111 ond mill all WISH" roqllir_II, llanholl Illp Iog1 ""011 bl parallel ar apP"oxlmately radial at the opllon of the manufacturer, except that oil Itep. ., any manh", oIlall bu ......... P,,",lrollan 01 aul., w'" by a Ie; I. prohiOiled. 11 r." cIIlllr 10 Clnle' III galvanl..d dalotm41d robOl baI ..c ;'" "7 galvanl'"d '/MOth ltell PREF'AIlIIICATED LNlOER U1SCELLANEOUS UANHOLE DET All.S ------- -- ~ ~ ~,L::> ~ ~- -- - November e. tOI$ STANDARD PLAN B-24 IIli o Ii I 1 I i ~ J 1 32 X I 0 ...lMt...taalD. "--, _......,... -- - o -- o .. o Z <( , :1:~ I-dJ ~~:, Wu -'0 Uo (flW'1 ~:J: -'I- (Jlu. -0, ~~ ~::; u.<( !aa :1:W 1-:1: ZI- ~~ UJ UJ, ~ 5'1 U(J) 0- ot= UJw J:u tf= _0 Z wen u- f= i!:! o ,: Z Not.. Galket and grooye may be In the leat or under.id. 0' coval'. For bolt down mont'lole ring and cover. that or. not watertight, the nlloprene f)CIaket, grooy. and walher or. not required. Walher .hall bt lead or n.op~.n.. U"'", other wIs. shown on the Plone, or Ipeclfied In the Special Provision.. TYIM 1. Standard Manhole RinQ' and Cover. 11'1011 b. uled on WSOOT controctl. In neu of br.,d pick notch 'or atorm ...., manhole cove", drill thr.. 1 Inch diameter hole. at 120. lPacing. For Wonhole. Type 4,5.' 6 ,.. Standard Speclficotio,.. F' or Manhole Ring. and COY,,,, 6\(, " O-....----;--j I ~"~: ~" 1 1 II ~~....walher ~ ~~-s: ..j 10-\1." 1oI1N ~~ ON:o'~~:n~r'b~~t.t (5.. not.') BOLT-DOWN WATERTIGHT DETAil 2,.3%" I , 2'-2~" ;1 -ll..r I I I ~~~. .... iol~ 'II' 2'~;~~ .1.1 I 2"..1()1 II SECTION A - A 2'-3%" I 2'-2~" ~I ~!I I ~ ,'"'' :.,~ 'Ir-~II 2'-2~~' 21-tO' II SECTION A - A , :-::ttCtiit~"';~l' :~:~.::::' ":-t -:".; ~:.:t:...~.. '.r...:':~ .H"H..t.~~ I y," Tap vllw B~INO PICK NOTCH DETAil BOLT ON CAM TYPE LOCKING DEVICE-SECTION C 3'1'. .. r---=--1 ~ '1JL~" thick ~ BO~T ON CAM TYPE LOCKING OEVICE-SECTION 0 MANHOLE RING AND COVER .V"'" o ~ ;":~j ~~~ J ~ ~ N II N SECTION B - B TYPE 1 STANDARD ~ ;,,:! j ~:TJ/'" I~~J ~ ~ N II n SECTION B - 8 TYPE 2 BO~T-OOWN/WATERTIGHT -11--'/," ~ r'VV""\ J. \1,''-4 to- r SKID DESIGN OETAI~ .~ I-;;/eN j t"W1;p ~...... .!JLw ~ SECTION B - 8 TYPE 3 CAMlOCK -- .. ............... a__ o o ~~ -- -... ..,............ ..... ..... \1,_ 3-6-00 Rlvllld th,ead. an bolt-do,," mallhall KJ ~ DATE REVISION BY ~ I I } .i , , ,,';\ 1'"' ". , J" ;" 1 __w_~..1:~ ~L~,: :~..~~.~_=~~~Jg.u.~_,__~~~ STANDARD PLAN B'~ COVER I ' .c~--;--- ""L .ill..>lI~~ .............. Z <( , :1:!z t- UJ c:r::E ~B -'0 Ue (/)w: ~ i=1 (Jlu. -0 UJ>- ::!:I- <(- c:r:-' u.<( !aa :1:UJ 1-:1: ZI- ;:0 zl- UJ UJ, ~5' Uen 0- et= UJw :1:u 1-- ~b Z wen u- f= :1:, Of- Z r o o JI1I:::. 1..... .. =i .' ... ~ o TYPE .. ~ J TVPE 2 o o .. ro" HoIo pr.ci'iIod I... 1.1Ir. _dial rcilino;! o IrIUci InlIlaIotlon RciI._Ir_ TYPE 1 ALTERNATE ISM not. 7) TYPE .. ~ ~,~ ~r.: ho.d bo" with Y. " o,aI ,." and r.c....d tM. nut. ~ ~~~ .:.c~ hood bo" .Ith -II. " ~:: tfrU': ~th"::' ':il" ~... .J;: 'K". ,y," bull... _ ...... bolt with II. . .... " and roc.nod he. nut. IS r.od per opIco,) 5crn .Iot......... _ ohouIdoI. Inbolt_OIltlonci. WOOO POST ASSEMBLY DETAILS ,,----- - - o I I I VIlr ~~ POST LENGTH MARKING DETAIL When Beam Cuardrdl TypI 1 _ Foot Long PODt I, 'plclfled In the Contract, thl polt length .MlI b, .to~d on a metal t09 that 'I "aUld or Imbldded to the pOI. at thl kH:ation the letter "W' .. lhown on the d4tall abov.. 51.., poot. ohall be marked 10 .neu,. pOlmonont IdonUtlcotlon al Iho IocaUon the ,.U.. ''H1I I. Mown on the detaR oboy,. YI'=l~~I: I r BEAM GUARDRAIL I W BEAM ) -...---- --- ~~~- ~ --- _ J...."It)' 21. 108~ v ' STANDARD PLAN C-l Shool' aT2 -SliM.. o ~:~'~.;:'l':.~li'~k~.~::~~~ I~:~;l~~~'~: 2 'h.", ".-..., C'-; J..llM.k.b...lf ,.-.--... ( -~' 0" -2) \'" '- ~J>ll.llli..I!IIII i .... '""] 10 32 X 10 -i~- , '. ~~.J.~f~'~JfHJ~'~='~!I.~~-=-~~-~~~~~A~~. ~....... ~ z <(. :1:1- I-dJ c:r: ::!:, <(:::> UJu -'0 Uo ~~\ ~~l (Jlu. -0 ~~ c2::i u.<( ~a :1:UJ 1-:1: zt- ;:0 zl- ~~, :::> 0' Uen 0- ot= UJUJ :1:u 1-- ~b z W(/) u- f= :1:, o~ Z '- IJ'-6 ,/,. 6'.J" 6'.J" N.'/4iTo, 4,/<,,14'/," 211 ~ 12 CQq.~1 ~ m~m V) I ~ ~ico Boll Slol. V Po.1 Boll S1olo 'llI . . 1/,. ITYPI y," . 2'/," ITYPI RAIL ELEMENT ,,,.. SECTION THRU RAIL E~EMENT o o ...;.. EXPANSION SECTION DETAIL o o .. v 2" 'I, ". 2" 0101 ~ ChOMOI ond ,plico ploto lor %" carriage bolt with hu nut and _Dan". Centtr line polt connlclion IhoII hove 1/. II x 2" slot In ctlOMel and ~pllc. plGt. for %" button head boll with Y. tI o~aI 9'ip ond re....d hlx M. u ..i. ~~ E~; - ~,... . C6 . 8,2 CHANNEL RAIL SP~ICE J' 1'/," :r:: ~O,~1oWl ~liS -~=- ~ :x! SNOW LOAD RAIL WASHER 4" .._~' -$i~n U' SNOW LOAD POST WASHER I Soo Nol, 1 I 'v' ot. 6 ~: ="1';01" !,ct.on Olln.l. 0 d 0 8 . fi' Ad 01 ~... V ,1l.'I .t. ,.4'. tl h, .u; ~'JL~ . '''lud Nol.' c~IJ'a Not' :I :~~.nu..llf.5It:.-1II :.:~' -'0'1' I I tiC -'-{ ,-,-t,$'h~'r-l-r-T ',...,-,''''---."""7"' l 0 ~ b..liIlil --lIIIi::._J .IX" JIll ~ ~--- -- O~_:~ -'_U'~ ow__-- o , . '0/ NOTES 1. Wh.n coiled tor i"I the Special Provisionl, Q .". 4" x If." anow ~~d ~1~,W~7':'~~t~;e:o~ ~~ ::~~~ ~f ~~:t J'll 0.16411 ano. load raa wolher MoKIM pWlced an the foel aide of Typ. 1 ~d Type 2 BtIom CuOl'drail. ..cept ana. 50ad rai walhera cr. not to H inatalltd on polll 2 Uvough a 0' 0 Bto......y ~ T._ lBCTllnstoloUon, 2. Ral waahlt.. 0110 coM.d .. InOW load roil WOlht"" 01. not r.- quir.d on new inatdlation.. IIlC.pt al collld for in nol. 1. Roil .aaMin n..d not be r.movld on tIlisting inlloMotion., .xc.pt pa.lo 2 lhlough 8 01 0 acT In.lalalion. J, GIlar4'oiI pa.1 ,pac~g lor ai typ.. ahoII bo 6'-J" on conlon, ' 4, A t~,anco 0' J po,cont on OIly dinonslon 0' 1M ,oiI_1 .. be oIolNd. 5, TIn'Iler biodl _ be too noilod 10 po,l with 0 10d 9OI.onIzlId .allo mulcl block 'oloUon. 6. Pa.t and bktcka mo~ 6" I( 8" 01 all. 8" tflottd timber Of W6 . D or '"C'" . 5.87S" X 4.340" Qcivanllld .tl" unI... o~hct'''I' not. . For It.1I POI" dttoUi 1M Standard Plan "SlooIPo.1 ond lIIack FOI llaom Cuordroil', lraollld _ pa." ond biodl, ""'y be S4S 01 ,~ ..... 7. 'type 1 011010010 _ only bo _ .hen onU~U1d o....y. will ,educo tho _drcil hol\;lt to 10.. lllon 2'-0" ulng tho I'. 01 1M guatdroil m\olloUon """.h II ROImoIIy c......1Id 15 yoor., a. ~h~~e B~::'a~:,,::::1 ~m.~guf:::~IIL:gor~'o~ :I:~Clflod numbo.. I h" mi., he~hl ond '14" doop olllle IocaUon wile'. the letter I H" II ahow" on the detail. Ano, 1..lalollon 01 long poal,ll .hollbo Iho Conl,oclor'a ,oapan.lbillly to o.au,e Ihol tho Ilompad numbe,a 010 aUI laqible and 'I,' daap, BEAM GUARDRAIL CW BEAM . o ................. ---- ~- . ~~- \' ....... u . J l ~ (i --- _ Jonuary 21, 19l15 STANDARD PLAN ,!!,ShoO',,'\ .1 tl Sho~I;' C-I r 10 32Xlo liL..... 1IlIIIlllIIL::Itl L~~ JJI~U ----"....7'.~ - z <( , :1:1- I-dJ ~~; UJu -'0 Uo (flW\' ~:1: -'I- (flu. -0 UJ> ::!:I- ~::; u.<( !aa :1:UJ 1-:1: ZI- ;:0 Z 1-, WW1 ~ 51 U(J) 0- ot= ~ tJ. ~13 z woo u- f= ~! o ' Z I \..... cl:: r ... == .= . . II : ~.~ :. ~if : . . :.- , , ~ ill ill o. . .. . ~, , '" . ., . ...' . ....' , 'IlllIlT .... "II" POST .r" o o IT "c" POST "c" BLOCK t:::~~l T SECTION A-A o o .. . r i V lV,"' for .. X . IYI' for Wi . IS I r ...~ I '" . . ,', . t :. ' : ~~I I . : :. QIARllRAIL SIIX I'OST SID( "w" BLOCK IJI&. II DU 1Io1.11M'1 -,~.;.. . j. . oi{-. -_.~ VI. t 't..1 hit BOLT PLACEMENT DETAil FOR "I'" POST ' z .". . IV,. M.. t&Hd 10'" with Nil IIkrtI n Cut ........ o NOTES I 1. Detail, am.n or. '01' atMI '116. t .. He- 5.115'" . 4.340" . 0.170" Poets n ,llocil ..,Icft cre aI1..1"Gt.. far ,Of x .. Of' .. . .11I T11D1r Poe... ChI IIOClU. J. fClt' lengttI of GucrclrQII Poe'" ... Stcnlard P1C1't'" ~"all .V..... ~. Lowr hal, .t tor .... Rail Of T,pe Z end T)pI S ... 1iuar*01l. 4. WI x IS . " Peets IIay bI 1Wn11Ncl In II_ Df 10. . II)'" . " TI... '-ta. S. IIrlont .C" ~"w'Ill cl_ foco ......4 _""",log traffic. ,. Rail DJttI, to blocll: with bolt an approocnlno trofflc tlell of bid cnI poat ..... T. 11ed:...m. to poe,t with 2 boltt CafoogencU. 'ot' ICMW' bOlt UN hole on __Ing trottla .11It af black an4 poll..... .. . "blod< ,. _I'" la pol? w'Ill 4 "If.. 10 tNn e.a. c..ar.all T)'PtIl._foot Lono 'oet. r. lPeGlfltd In the can1rGG't. 'hlltHI pott length IMII be ..... with r'UIDIr's to _WI per.... IcMtlt'f'ccrt'an at ttw IClOG'tlan IIW'. the I.tt.. ..... .. II'IOWl on the _all. Tho _ilng will lie I Yo. 11I1 I1olflf. ~. s.. MOt1an_ ral' .I...m .001 Dolt Slot " j~ Yo. . zYo. - 12 Gaot BACK-UP PLATE c,... .... Ntwtn 'IlUCI"*all end ,t... II... or ....111 .._ ,e" .,11_1 SN Otlall A ~\I."."'lt"'I"" , lalt 0111I .... 1M Cut _ and Cut - I\~ DETAil A STEEL POST AND BLllCII FOR BEAM GUARllRAI L ...........---.--- --- .~~ --- _ .II1'U1'W'" 'M' STANDARD PUll C-lb BOl T rJ-RA~f:C~~NpTDfrAll ~rv~l. a.rMl;MU'1D ('--;" - ...- ';--, ~" ...., ~ ..............~. . ,~...........;.....:.-.;..."" "~ ' J..~ ....~,...~ .~ t),Q). ":;~{~~V"'" -..~ll ...~.c____1 III ~- >j~i"ifr-'~~ Ill_""""= 10 ~.a jTf ,~~ ,,,,,,, ---.lJI:I -... ') ;-"1 o \ \ i 'l :Js '{ " q 1 32 X I 0 .....~ ," -I v-- -'1 - o - o .. o Z <(, :I:I- I-dJ c:r: ::!:, <( :::>; Wu -'0 Uo en w: ~hl -'I- CJ')u. ~o, ::!:> ~5 u.<( ~a :I:UJ 1-:1: ZI- ;:0 Z 1-, UJ UJ, ~5\ U(Jl 0- ot= WUJ :1:u t;:f= _0 z W(Jl u- -:I: bk Z '---- v NOTES or or BCT caeT ,no'lln) see no;. 4 8T or BeT (BCT snownJ lee note .. i. Type.. anchor required. For ferllllnal ootat II" 21.. applicable STandard Plan,s). 2. Fo~ pCll"obola detail. and af15l1 dlltanclI. see appllcolll. Standc~d Planls'. 3. Post spacing II 6' "3" unless o'therwls. ano,,". 4. ~~~m'~le~Bmm~~~II:~1 s~: ~~m~:reC~~~ora Planesl. If Bu~lea Te~nlnal Is usea a 12.1 110re ro.... lhOUld not be exc..a.d. 5. The .Iope f~om The edge at Tne .houlde~ IMO The 1ace of the ouardr'all should not exceed 10.1 when the guo~d~all I. wiThin 12 flit f~om the edge at the shou I ae~. 6. For one way 'traffic us. Typo" anchor. For two way traffic UII Type I anchOr'. 5e. applicable stCll'ldora pl,,!,'o' for anchor details. 7. See contract piON for dimension.. 8T or BCT CBCT shOwn I ,.. no1'o .. . :.... 37'-6" Parabola (s.. note 21 . " _" ...4;) I'l " _ - - r,511 note 5 See note ~ ~ " . . III . . '\... Vcr I.. '"I not. 71 _ One Way T~atf r C \.. Eage of Shau I de~ CASE 1 37' -6" Parabola (s.. note 21 37'-6" PClrabolo Cs.. note 2) See note 5~- " " '\." II " A -d" ~r'.e ,... not. 7)' _ Two Way T~off I C ~ ~ " \.. Edge ~~ See note,S :r , of Shau I ae~ o CASE 2 o Center 01 raIl road s I CjIno I lupport 7 12'-0" ,6'-0" / NIN : NINr;&1. See noto 6. ""-loT", ~ -'Ji :- . ;"l', 'r-"- , A / ~ Vcr i.1 BT o~ BCT IBCT eho,,"' ... not. 4 :57'.&" Parabola 1101 " " - 1\ ate 21 . ,~see note 5 I o 1.11 note 71 \.. Edge of Shoulder _ One or Two Way Traff I 0 GUARDRAIL PLACEWENT --- .... ...... . -...... ."'IAt__ ..adlfl.... detail' and Mi. I, AcIdM not. , REVISION ~ .~ ~~- ..,--- .... ....., '1, ,I_ I I Rallroaa Ii. I ~ CASE 3 ~ ~ STANDARD PLAN C-2 J i.~ 32Xlo.i ...., ''''_1lIIlI J I' t ~ '" ~ ~' r '~ J (=--;~v__ :~ r, 1 _1J1i!J"'~.~.""~ ......:.;... 121. ....,'.'..-' ~JJlJl :,:_e(~~ ......" '.' ~~~ (:':::':"'):'.""i':.,.>.:';:. ,,"'~_-. hd1~_1 10 1 J. JlI ~ _t ......IIIC:!Ir'%.toeII.. ~ ,~ T "WJ' 1 I ,"j $ ( ~ 'j' I -r : _ iO .~"~:;=-~~--;:'I q. .. 3:! ~ 10 ...._IIII___Jllig -1111i_-~ -..........~m!lAc~I~*'.I..--...... ~_.__ o - o .. Z <( , :1:1- I-dJ ~~: UJu -'0 uo ~~i ~ 1-' UlU. -0, ~~ c2::::; U.<( ~a :1:UJ 1-:1: ZI- ;:0 zl- UJ UJ, ~5" UUl 0- ot= UJUJ :I:u 1-- ~b Z WUl u- -:I:, b.... Z I,..... '......., aT or aCT (BeT sl'\oW$ s.. not. ,_~. .~,. ,:q,,: <OM:" ': Edge of Shou I der 't~ ~ Varies Csee note 71 _ Two Way Tr01f Ie - CASE IDA Edge of Shou I dill' Vcr I es I see not. 71 _On. Way Tra1flc CASE lOB V" "" o ~" ~ " " ..a. Shau I der ./ Edge of o I' L.ngth Vcr 'es r See note 5 ~~ ...-" ;" r. _ EdOe of Shau I der c... not. 71 'I , " ....., Vcr I eS ~On. Way Trllffla CASE IOC I' o i f , ~I NOTES 1. For Burled Tormlnel (Sn or Breakaway Burled Terminal CBCT) details. ,ee C1ppllcoble STandard PIOnes). If 1'ne Buried Ter-I1IMI I. used, a 12&1 11are rote Should not be eXCleCled. 2. for parabola details and of1s.t distances, see appllcaale Staldord Planlll. 3. POI'!" Ipocln~ II 6'-3" unle.1 otherwl,. anawn. ~. 11 direction of traf11c Is one way. and tMre ore additional hazards, beyond 'the piers. use Cas. 10 e. If direction of 1'rofflc 'Is one way. and the,.. are no aadlt10nal hQ~Ords. beyond 'the pi ors. use CosO' 10 8. 5. ~~~~d:r~~7~~(~~~utred. For terminal details. .ee oppl tcoble 6. The slop, from 'the -<<Ie 01 the shoulder Into the 10ee 01, th. guar-drall should not excead 1011' ",,",an the guardrail II wltnln 12 fe.t 1rO/lO tn.. edgll 01 Tne .noulder. 7. Se. contract plans far dimensions. z i b , ~1 " ~Y" 1. r Vorl.. BT 01' BCT IBCT .""..,1 ... not. I :n'_6U Parabola ea.. note 21 " " 1\ II ~ ,see not. , (s.. note 11 _ One or Two 1I0y Troff I a (se. not. ~ I - CASE 10 A.B or C o GUARDRAIL PLACEWENT --......... --- -- ~ ~ ~~'":.. ~"""f'''' _to' 'e and not. I. Ad4lH not. , REVISION STANDARD PLAN (~~...~ - -.....-- .<11:0. UJu -'0 Ue en w: ~ i=i (Jlu. -0, :! ~. <(- c:r:-' u.<( !aa :1:w 1-:1: ZI- ;:0 Z 1-, UJ UJ :a :J. ~ :::> 0'. U(Jl 0- et= UJUJ :1:u 1-- ~b Z wen u- - :tj b"' z Yol o ~L See note ~ ~ 1'.0" MAX --t .~ Edge of Shoulder J Verl.s One Woy Trofflo See note S Edge of Shou I d.r - o o III o NOTES aT OF' BeT C BeT shown' s.. not. 1 Typ. I TransItion Section I. For Burled Terminal CBTI or Sr.otcawoy Cable Terminal ISCTI detat I'. see oppl fcoble Standard Planes). If the Burled r....lfttnal Is used, a 1211 flore ...01'. should not be exceeded. 37'.-6" Parabola fsee not. 2) 2. For pcrabola detail' and 01fset dl,tonces, s.. applicable Stonckrd Plonl.l. Two Way Troff I c ~ J' -W." MAX Ipacll19 Vorl e. c.ee not. " 3. Post spacing Is 6' -3" unle,s other.ls. shaWl. 4. 10" x 10" x 6'-0" trooted 'tlllber post with 8" IC e" blocks or W6 x 15 galvonlz.d l1'eel pa.1'. with W6 x 15 blockS. 5. If dlrec1'IOI1 of trofflc Is one way. and thor. .... oddltlonal hOzcrds. b.yond the pIerI. use Coso 11 C. If .olreci'IOI1 Of i'rof1lc Is one way. and there 01"0 no oddltlonol hozOl'"ds, beyond the pIeri, ul. Cou II 8. 6. UI. wood .,. go I vcrl I zed st..l blocks wIth J'.W." spacll19. Attoch blocln toconer.t. .tructurlS with ~" diameter exponslon anchor 01' %" dlcMter threoded rod ln.o I' .dl_t.r x S" hale 9'"out.d wi th ""OilY. Th. b I oclc. wI II be of th. SOM sl z. a. aha,," I n the Ston<lcrd Plans for wood Of" 11'..1 posts. 7. n::d~~?:;C~r~Ulred. For t.r.lnal detolls. s.. appllCabl. S. Th. sl ape frOll the edg. of the Ihou I der Into th. 1oe. 01 the QU...dI'all lhould not .xce.d 10.1 when the guOt'drol I Is wIthin 12 f".t frOtll the lOdge of the shoUlder. 9. 5.. oani'raci' pions fM' d"..nslans. ~ CASE 11 A ClIO. not. 91 CASE 11 B 3'-W." MAX pOlt or block spoclng Type I Tronll1'lan Slet I on 87 01' SCT ISCT ehewnl ... not~ I :S1'-6" Parabola Is.. not. 2. -~ ,See note a J " r " II " II CI". note 9) Vorl.. Edoe of Shou I d.r 'I ~ nO wt_ \.. Yerl.l Tr01fl c I Length r See not. T r.. ~ ".." r. i~ ~One or Two Way Trofflc Csee note 51 GUARDRAIL PLACEMENT _Ih"__.____ .-- o ~ CASE 11 A,B or C C... noi'. 9) ~ *~~ t:IZ(..t r&Je. --- __ ~ 11,._ STANDARD PLAN C-Z. i , \ ] ,J "I il 32 X I 0 ~ One Way CASE lIe ~ AP ~." detolll. AdMd not. . REvmaN , ' ! ' r ~ '" , F''') I"'} I " J . J , .Ji ~ ~ , 1- :~ J "-.- lIId_l ("'~~-;-"~==~" c Q(I~;J" - iii' .~"I~JlIIlI ,:", 10' 't~~n~P~'f41i';'ft~lLl:"; <, ~"r 'l ,"':, , ,;', -', I" _Jlf"--=.r>'~-II:lI~lIllJUlllllilPJ!llill .....--'''- ',~ " ~: ';' :i1L~it - _~d~ ~_.II.n1.__"--"""~ r- - Z <(' :I:I- I-ffi ~~: Wu' -'0 Uo <J)w fn:1: -'I- <J)u. -0 ~~ c2:J u..<( ~a :I:UJ 1-:1: ZI- ;:0 zl- W UJI ~5! U(Jl 0- ct= WUJ :I:u ~~ Z W(Jl u- -:I: 6.... Z ,r f , o o I ni ..~ ,. ,~:,\:,:'j;',::E~~'o .._-~,=' L ~'lrflili;i;~~ ~= '" _ ~=~~.~ ~~~ - o o .. o r ["-'J ~_..) . r-j :C-I r:-J ( \....- I l.i V --" r" Notes 1. For Sorvice Lovel', Weak POlt Bridge Roil Syatflm. ..0 contract plana. 2, For Burlad Tarminol IBn or Braokowoy Cobia Tarminot IBCTI d.toil.. ... applieob'. Standard PlenCs), 3, Tha alopo Into tho foca 01 tho guardrQ1 ahauld not ..caad 10'1 ,., Saa Stllndard Plan "0.2 Stool Structural Shapa Poat" far Typo 20 baam gllOrdrail, 5. Polt Ipaclng I. 6'-3" unl... other wi.. ahown. 8. For parabola detail. and off..t diltanc:"1 ..a appUcablo a'andard planl. Baam Guardrail Typo 20 la.. nota 41 Thrla Baom TrCltlOltlon OuardraW SacUon Typa B Baom Ouardroll Typa 20 la.. nole 41 o Spoc.. Iotll/ BT or BCT IBCT ahawn . aaa nota 21 37'. 8" PtJrobola C... not. 6) 0.2 POltl (... not. 4) .~"'__M ..~.~ ~__=~~l== '~~'~'~ ~;--.... o Spoc.. IotII/ BT or BCT (BCT aho.n . "" nota 21 37' - 6" Parabolo (a.. not. 6) J_____:____~nn~~__ ;r . __ Dlreellan of TroWe -- CASE 1+ GUARDRAIL PL~NT -.......... .......... a__ ~ :iIlrlOO. A, t I'ION ~ m.~~- s: ~ ____ _ .Iotoy 2,11l88 STANDARD PLAN C-2h ;.,. ~~.',; "i,'~~:~"..~~~i~t;~!;~i'F:';l":{,:"'~:;i~,~;;~~___... _,,, , j') L i( ~ ,', j " ) it :~ ',~ 1{ "I ,! -?< f ~ I j ; ~ 0 'I ::i j , 32 X 10 "~_ib 11lIil.1i. ,- Z <( , :1:1- I-dJ ~~: UJu -'0 :;; 0: ~~I -'I- enu. -0 UJ>- ::!:I- ~::::i u.<( ~a :1:UJ 1-:1: ZI- ;:0 Zl- ~ ~-~ :::>0, Uen 0- Ot= UJUJ :1:U 1-- ~b Z wen u- f= ~, o ' Z ".,. o o M.~ OT 01 OCT COCT olio... . ,.. not. 3) 37'.. 6" Parabota (... noli 3) J:. j"'. 1 ..! P, I SPAN I 11 "I DET AIL A DETAIL 8 ftl.. 3" DEl AIL C o o .. w a.om s.. bo. culyert palt locotion chart Spoc.. . e'" 3" o Spoo,. IIn (T~pIcal) ST or BCT (BeT ahown .. I" not. n 37'.. eM Parobola c... not. 3) - CASE 15 ".3" "- "~. '.~' II II - o NOTES rOl O...i,d T..._ COTl Of' Breakaway Coble r.rminol (BCn dttaila.... applicable Standard Ptan. 2. Thl e10PI Into the foc. of the ouardrallhoLlkt not 'xcHd 1011. 3. ror parabola delDb: and off..t dhltanc... III app.lc_ Sl_d Plone. 4. rOt detoil of "Bo. Cuhtert Cuardroi St,.l POlt". I.. appleabll Standard Plan. I II I L SPN! ,II'. ...11I .1 DETAIL D At. ,. 8'...... "- .. .... 3" , " I I. , I I I I I" II I I " I I II I I, Sl'N! .11. WON! .1 DETAIL E o A 10 ClUARDRM. PLACEI.IEIf1' ....... tf............ __ .-- I ~"':" I .,~- "'" · = 6.-1 AtYl!lOH I:~I ,;;." I' (t)'i . ~~ ~~ ................ --- JtItufIf'J .,... STANDARD PLAN C.21 o /-.... , , I II .'". ,O,<~ , , '';';''':,. _.~.....-,--- ( 0 f/Y~'" l _~ ld [ - L~Jl<liAM --,._- t , .',1 ~ """'" ~ )1 , I JI " ~ t. I 0 32 X 10 ~.'L.d~.!~:-~~=I Z'f~ r." ~~;"'lliIIII>'<'-"-~ ._-\O";"...........MIIIllI... .. V" - o :~ o .. o z <( , :1:1- I-dJ ~~, UJu -' 0' Uo (J'l UJI' ffl:1: -'I- (J'lu. -0 UJ> ::!:I- ~:J u.<( ~a :1:UJ 1-:1: ZI- ;:0 zl- wW; ~ is; U(Jl 0- ot= UJw :1:u 1-- ~b z Woo u- -::1:1 bI- Z 37'~6" Parabola CSee note 3) @ PLAN Edg. of lhoulder DlrlctIon of t;;.. NOTES 1. 6"111 811 or all Ie 81' traal.d limb.' pOltl and block., Far .t.,1 pOltl ond blocil dllarnot.. "" opplicobll Slondord Plontll, 2. For lermlndl Ilotion delalll II' appUoobl1 Slondord PI""'II. 3. Parabola olflll dlllonc,"' POST NO BREN<AWAY CABL.E TERlAlNAl. (BCT> o 5. 6. ~:u~~ 'f~~wlntoJ:: ~;:~ldap~~~.~d..';;:W .:,~o: ~~ ~~~::":". ""'"I bl omltt.d on p0111 2 \lVu fl. 7. S.. Controcl Plana fM dlmenalonl, Tapir widened embankment from point QuordraU Int".lIIct. lhouldlf PLAN Edgl of Ihoulder .dgl 01 rol. 5" ...,,, , SI' nol. , N .:.. ", "" ,~"". ~- -~ -- "~, ~\- vorl.. 4. Burled terminal may be offl.t by 0 flor. rate or by Q 'lot. rotl . Q 37'-8" parobola, If Q parabola II u..d. aM oU.., dllllVlC.1 01' fro," \hi Iongllllllnl .a1ended, S.. Conllocl Pion. '01' 11011 rotl, .'r , o BEAU GUARDRAIL. TEJU,(lNAl,S --"............,,-...- .-- '0 \ BURIED TERMINAl. (ST> v __l 1 } 32 X 10 "'\ (~~-=-'--,~- ~ wv-:- J -~ II .' '"'~<':'/ 'l \-. .',",'_"-"0,.....',\"'.......'.'. -~"",,~-' "... 'c' ","-..-~", o {';'--"', '. ,.. ".":,,.".';-'. .'.. ':'.' II. nll_ .J""'"'i,,;,,._,,:..;\,,~,.,',J,;,,.:>,',,":,,:',,'-,",'-,,'; '~__..\........., ~~)v:.,-...... ,(.,..., 10- UI'~!ii..."'~ .... tifllJ. ... .... .. J.io.~..IJII..~A.&olIls""" - _lllIIllIiIul....8IIUIlllJi - .............. Z <(, :1:1- I-rD ~~; w u~ -'0 Uo Ea ~\ -'I- (Jlu. -0 UJ , ::!:~ ~::; u.<( ~a :1:w I-J: ZI- ;:0 zl- UJ UJ I ~5' U(Jl 0- ot= UJUJ :1:u 1-- ~b Z Ili(fl u- f= ~, o Z ,V" o o . T o o .. sheet 21 r...,DIA hole PLAN %" x I y." hex head bolt and hex ....1' wi th ra II washer und.,. bo I t heod and nut. r..' DIA hole (2) tit nuts and washers rsoe note 5) 12" t' -...., WOOD o ~ j7V'''1 BREAKAWAY POST ,.. ... - 2~" DIA hole ~ ., + - S~S TS 8")(6" J( 0.1875". ASTN ASDD grade B or ASDI STEEL TUBE Y4" Dl. Hole 3V," OJA Hol.. TYPE 1 ANCHOR CONTROLLED RELEASING TERMINAL (CRT) POST BEAM GUARDRAU. ANCHClR TYPE I 'm N -L- ' ///... v/..::' . r ~ St.., tuba laee detail I -............- -- o DETAIL A 01.11.00 I ~~~:~egRr:.:t~ g~~tDltell KJ 1!t 10.11'" ~:.\::.~~f:~.~, :"::~~?M~~r DB .i.,., ..3-1& "Oded nu '0 AnchOr" COb . . ds 00 AT . 0 APP 0 . ' '-I,' 'I " . ~r,,,I 1:'11 a:'J! . C"" .~_.~,,~_.~~ ..4l",t".:: -- _ , ~":O:?::l o c II,,! IL,..JJ rJ II ~ J '!'t'tI i.V JI 'I ~ 10 32 X I 0 17 - Z <( , :1:1- I-dJ ~~, UJu -' 0' UCl CJ)W: ~~l (Jlu. -0 UJ>- ::!:I- ~::; u.<( ~a :1:UJ 1-:1: ZI- ;:0 zl- wWi ~51 U(Jl 0- Clt= UJUJ :1:U 1-- ~b Z woo u- -:x:, bh Z ," o o I \.....- a kl 4" ~ e e e B V.'DIA nol. 18 roqu.rltCU 3" )C ZV4" X YaN end P I at. ELEVATION ANCHOR PLATE 'SEE .. o o o I .' \...../ NOTES 1. Anchor plate may be constructed from '/..' plat.. .,deeS 'to equal strength and eilmeMlonl GD IholM"'l ~ plan.. 2. For terlllnol .ectlon detail. .... Standard Plan "aeam Guardrail Terminal SectIons". 3. When welded optIon I. selected. SoIl plate connectlan holes are not required. 4. EIght %"x 1\1," machIne bolts with hex nut and washor. P I ace wa'her on face sl de of ra II . 5. OutsIde nut shall be torqued o\lOlnst InsIde nut a ..rnl....,. of 100 FT-Ibs. 6. ToenaIl bearIng plate with 10d noli at corners to prevent turnIng. W'R W'R 1 fu~ , SECTI ON DETAILS NOTE 1) ~ BCae '~~CO'1241 ~ 'I.' , %' RAIL WASHER 6'-6" Wl51 " /y." cable I'll." SWClge W' i- ~.J..lL.-,,~ ~.u_ :. ;#! ~ I" OrA )( 1" stud - tlY'eOded fu II length (TYP I ANCHOR CABLE DETAIL B-B HIN 2'-0" Y," DEJA 1:9" ,16"J. 9"j~ nole . a . I ON W' St.el Plate';' SOIL PLATE h B" ~ IJ:.; I . ,0. ..........~ m. ~ x:/i! . .. I: 0 : ~.. i~ 1\1." DJA hal. - W %" Steel plote :-~ BEARING' PLATE lie.. DETAIL BEAM GUARDRAIL ANCHCN't TYPE 1 o ------ --- 01-19'90 Relocated o.toll. IlJ . ote 2- 13"1& dde . " AC At \I S ON :~.~: _/~~ ~~- --- _ Jonuory 21. 111$ STANDARD PLAN C-& ""'., Z of Z "..e" - ,-, ..--~~l""l ( 0 J~ -,- r .lIMIllllitllll ~;. UIII_~f';""~~-"1IIk-"'.~"~ _ =~ l\lmll ${~Q .- "L'; 10 32 X I 0 I".",':',', l'-J:};' ;., 'Lt~ J - "',i."",; ,(' . IiL - z <(, :1:1- I-dJ ~::!: w:::>' -'u uO (Jl~; 3l :1:\ -'I- (Jlu. -0 ~~ ~::::; u.<( ~a :1:UJ 1-:1: ZI- ;:0 Z 1-, WW; ~5; U(Jl 0- ot= UJUJ :1:u 1-- ~b Z W(Jl u- -:1:, b"" Z :r o o ? :t:t:g ~ lJ: ll;"'. ": ,) PUN ELEVATION .. .".' --~"~-"~-. ( 0 r - c 13"'.15~..Q)I4. Ie 01.) ........ 11I".hc:NlI i J~ 'I ~. ~ J~ !tj ~J o o III W.lr*.e.. .... SECTION A-A .ft' I.d ..... r lACKING PLAT! ..""""- r:!:iFiIChonlld Pfan NO. "GIft C. 2a ~ ' Revlllon , f ,"'"'" . f"'. T ' e(~ 'i>4ilwtl~ (' . , .1\ : ( I 1 -- o h~ - - " " .~ " sr:eTlClN B-B NOns: T...... AIIil S<<tiaft lII'Id wel''''''' ..... ......... Ie ....,. ~ ... ,... ..... . ....... AM ..... ...., ....... . oUT" ~ AIH. .. 0, ... .1.'1 ,., ASTY' AI- 17... BEAM GUARDRAIL ANCHOR TYPE 2 ------ -- ~ e ,,~~ --- --...., II, rMlI ITANDAID PLAN e-.. "'''1 leI! " [II 'f If ;'l!' f e . 10 ....-.. - o i !i \ ~ ~ ;~ ,~ 32 X 10 "f III - Z <(' :I:I- I-dJ ~~i ~g, ua ~ UJI ~ 1=1 cnu. -0 ~~ ~::; u.<( ~a :I:UJ 1-:1: ZI- ;:0 Z 1-, wW1 ~5\ U(Jl 0-' ai::. WWI :1:u ~!3 z W(Jl !::! :i:' bf--,1 z (" " '0 o o o .. L' ,. ,L' L __1 (, j ..._..1 l Jb~~ l f i t:S _ .__ i~1 ~,~,~_~~:~:"~"~n~'=='=: ,~=i:,::-~~i"::'::,;.::~~,~:.~,,~~~;~:, :. : ~,~,.:,:,::~,~::,~~' :;i,,:;/~ - .'.rd ..... II It...,' - ....- . " . .-- -,-.-~-.--,-.--"I'-"",:~---~-~~-,""l-;. '. ..,"',,,......,'".,,,,"'..........- ~-" ............ " , '.11.'" ." eellt ......" ... ...1..4 e.,1t "......, CAL ..1.'0 1"1.. ... CA ..,. .'VIIMJN' II . . (---C;' .------ Mtd.!J~lU1: ~, ~L_l' ~,~ 114"":':' ..: ~; o (- J !;~;,~; ~~~~:~~jU~~~:~,'~O:::~ ,,:~~ii~{~~:~i~:v' ::", ~~, ASPHALT CONCRETE CURB -.....--.--..... --- .&....,~ @~~-''1_.J - H._'. II, .". STANDARD 'LAN '-n -. ;liOi ...i......... ... :;:~:~\:w._..".._UIl'....' \ 1, 'I,~ ;~ .. if ~ ;,;t' !! ;~ ~i .~ i.r " ~! 'j I \ ~ f \ 0 \ J 32 X I 0 .~.~ lIIlI I II tI I: I] II _II - 1111I ill III I .II . III III . 'I- III 1111 III .. .. II II . . - ... ..II .. - - .. - .. o -- o .. o Z <(' :1:1- I-dJ c:r: ::iE, <( :::>; UJu -'0 Ue gj ~i ~ 1-' (Jlu. -0 ~~ <(- c:r:-' u.<( !aa :1:UJ 1-:1: ZI- ;:0 zl- ~~1 :::> 0" U(Jl 0- Ot= UJw :1:U 1-- ~b Z W(Jl u- f= F:' o Z r"\ '" NOlES Type 1 at1d Typ. 2 Raised """_I IIorkers (RPIIIIhoII ~ 01 IIle motoria at1d dimonoion Iho"" 01 deSCIlled In tile SIC>1dord SpfcirlcaUon.. Contract Spec:ification.. Ortd/Ot' Sp.cial Provisions, Thoy shill IN os Ihown on the sPOC'"9 Ia~outs on the left or as shown on lhe Conlr..1 Pion, R.c....d RPII. sholl be T,pe 2, When th.y ore used. a point .I,ipe as shown on "SpocimJ for Two Lon. Two Way rroUic" .UI b. uud in &eu of Typ. 1 Worlc.n. S.e Nole T-2 Typ. 2e (S.e Nole ",.J) .... ~~ o~T e 1 0003 yp Typ. 2. Righi Edg. Slrlpe 28' I'~'a ~2to.!. 40' 80 (see note ",..1) 00000 .1. 40' --,j oooo~ 0000\ "1 -- Type 2e oooo~ 00000 Lell Edge Slrlpe -...... Typo 2e __ Typo 21 CTyplcouJ '10. nole ""2) IAJl.TIlN'€ O~ WAY TRN'I'IC' SPACING FOR MULTILANE ONE WAY TRAFf'IC "'1, fOl lano 1In.., Typo 20 RPII. _ ~ IIpOcod 01 80 fool ;'10..011 on longontl at1d hewi.onl" CUlVII with 0 ,odIuo of 5,000 or mor.1 and <40 'oot intervals on horizontal curv.. he./ng rodi of ,,," lhon 5,000 f..t. When op.dro.d, T,po 21 RPII. _ be ploc.d ouhld. Ihe I.U .dg. Ilr"'., PloClmltlt Is shewn on "L.U Edgo of Lono PIocomenl," When Ipleln.d. Type 2a ond 2c RPIII .... In.tolled lor Ih. froll,OOO feel In ollv..... of o"-,omp ..11. on froewoy. or 9'oda .,t.,..cllona on nUU'k>>ne HghwOYI In leu of Type 2. ond 2f. If Type 20 ond 2c - RPMs or. r.cell.d, the)' art placid 01 she... In \he Too.Woy Rood""l' Doloil. TWO LNoE TWO WAY TRN'flCl for centll 1In1l, Tl'PO 2d RPII. _ b. .pac.d 01 80 foot '.1"001. on 1011911\1. Ond ho,I,anlol CUtVII with . ,odu. of 5,000 fool or mOil, and 40 11101 InlltvoIl un h...i.onlol CU"" ho.lng ,odi of APIII Ie.. lhon 5,000 1..1, Type 2d RPlll cr. la b. c...toted b.to... IIclp .lrlpn, Wh.... 'Op.Cir..d o. conl,acl pIonl,5 .quoly .poc.d Typ. I RPIII .... p1ac'd In .... 01 .k'" .1'lp..,.. 'hoon In lhe "1p<IClnq lor loa ""l' ,oodooy.' o Edge SI"pe eo' (See Note -1) 30' --- Typo 2d 11.2. 'yp. 2d II-J, SPACING f'OR TWO LANE TWO WAY TRAFf'IC 1111 PLAN ViEW 1- I 5" T II II PLAN VIEW ~ T-' .... 1 o' Trame ............ o :,e 'N :::;; TOLO' ~Grker f"""""""~ 8" , ~ , ~ Jl" :1 J2" r LEF'T EOGE OF' LANE: PLACEMENT Cno no Ie 11-21 T-2 o ELEVATION VIEW ELEVATION VIEW ONE-WAY RONJWAY TWO-WAY RONJWAY RECESSED RAISED PAVEIolENT MARKER DETAILS ',I DY N' R' I JI I.,) RAISED PAVEMENT MARKERS CRPMI , ......,. ..... .,.."... " ....... I ---.- I m 1 ~,,-' ---- II :;AND~RD PL~N H-3 ~;~ "I, .,., ,!.., ,I . .,~, ;iIj 32')! :::> 0" U(Jl 0- Ot= ~~. 1-- ~b z wtJ) u- f= ~! 0: z T' o o Stop II<< fTypl ... not. 6 SH Dol" A .. l, L__ J , L l!i.. Not. 21 T)'pe 2d RaIled PO"'"'CKlt Marie.... CRPW) 10' O.C. Double VeUow Stripe, T,pe 2d RPW. 40' a.c. R es.. HoII 4l DESIGN 1 o o SOCY MAX to ..c:ond ..t 0' T . 2L kraft Stoo Bar fTyp I" not, 6 T1PI 2d RPN. 40' 0,0, eSoI Dololl Dl LErT TtJlN LNlE YP' 2d Rat.d Pavlment Work.,. CRPMI) eo' a,c. cs.. Oltall C. 2-WAV LEFT lUlN LIIlE DESIGN 2 mtl ooi. stllpt ~ L Lane Wtdth ~1 ll"o"""m"nl Polnl .,. ~T'P' 2. RPWI 20'0,0, iTYPI 2d '~c5' . 40' RPllI ~ oubt. y..ow t ~~.ads..1t>11 ~ "l. Lonl WIdth Nllolur.lMnl Po"'l DET AIL A DET AIL B --.- o NOTES 1. Type 2L hrow i. iNtaled 50' bock of Stop Bar M Croe..ok. Second ""OW I. Iocat.d 100' bock. Of at beglnnlnfjj of Left turn pocket. 2. L.(~)" SSLI WT" the width 0' ..... tUlo'" laM. Sst. I. the pOlted Speed UmIt. ; 3. ....80' few pollld apeed .... than ~ Wf'H. A-120' for polted .peed, equal or .'taW lhan 50 llPI\, 4. R-15O' lor poolld _d 10.. lhan 50 "'-;'. R-3QO' lor poolod opood equallo or grlOt<', lhM 50 llPH. 5. ~.140' tOf' pOltld Iplod .... thcI't SO WPH. 50-170. for palted .pI.d .quaI to or .,eater than 50 NPH. e. Stop Bar II '0 b. ~.tall.d onl)' when moInIM moVlmlnt II oontrolod by 0 Itop ol9l or "o'no llojnoL Lon. W~lh ....a.urem.nt Point Typo 2d RPllI 7 30' .~. 1&' tt DETAIL C g RAISED PAVEMENT MARKING DETAILS o ~i:~~l';":' (' ~W__ I:ldh. VIMo. SoMd St,lpl -........." ....... --- ~~- 1~,o~.lIn. ChOntld LGl'l' MortI.,. '0 "aI..d Lone ........ CRPW) 1:.2,4o.l!f Added NoI. . 12-30-16 R.w'-lId 0. 2' Nol. 2~"dd.4 Not. a 'pAl( REVISION ........ t ~.. c ., "" - ~..~;~) "...~~... . ...n ......... _ ...,.. ",tela STANDARD PLAN H.3o Shllt , of 2 Ih.", '-' "'~:J2" 10 .t. . ~ """17"'. 1 b.4~._-:= T ...... m ~_~~ , "I o I, 1 '! ~\' ,t' j 32 X 10 ..............' .,~ 1Il.EI I" - Z <(, :1:1- I-dJ a: ::!:. ~B; uO o r.n UJI' fil:1: -J 1-' r.nu. ~o. :::!:~. c2;:j u.<( ~a :I:UJ 1-:1: ZI- ;:0 zl- UJ UJI ~5'\ U(Jl 0- Clt= ~UJ I-!:! ~b z W(Jl u- -:1:1 b....; Z ;<r o o o o .. o r PLAN 'kL~ I.. n ELEVATION TYPE ABB ~ \ ..j TVPE NOMINAL DIMENSIONS . I b I . d A . I 1 514" I !/4t" D 9 8/4' I 2 112" 1/0" C 12 I 51,.. 114" 4" ~ PLAN "~l~' I d .1 ENO VIEW TYPE C I I " I' ..1ft.... M04lf,.d drowln , min. thor' "'0. . M.,lud till. DATE .'J! ,- [-- -',0 (~) . "'~ MiIlIl .lIII~_ (_.~.~_.- UL l_lIIIIlI tftl_.IJI ~- _..1 ~ IIlVllION IlO i "!'"t. AI'I'fIll --. ! o s: l!l iii PLASTIC TRAFFIC BUTTONS -....-.---. , .......- ~ ~..:!f1~"~-, - "!w"'.',,,,,,.. ITANDAlD I'I.AN H-4a I!L~ II! !l, ~_ J!!! 1","',8 II ''''''''1''''';'''''' ," I ,::':,::,: ,',," , " t " 0 ,,,.~_c.~'~~~~~=_~~~1~~;r~~~_:.:::":' II o '::; .I \ ~, I ,~ r ~ :~ ~ 32 x'l 0 ',"[ !II JmJUlii&IIii"." '1lII - Z <( , :1:1- I-dJ ~~, ~u\ ug, (Jl UJI ~~l (Jll.L. -0 :E~ ~::i u.<( ~a :Z:UJ I-:z: ZI- ;:0 Z 1-, wW-j ~5'1 U(Jl 0- ct= WWj :1:u ~!3 Z W(Jl u- f= pi o " Z \ . ',r'.', I r o - '1- ,[ 4: Top C pol. sholl b. within I V," or plumb ine th,.ough C pol. at bOle oft,r luminaIres or. In'tofled. Uast Nm lenQth I ~~.~~~,.~~or 16' "j End D..eII Topr.d 0.0. t 1 Gag. WIN I , ,I ~, 0.,. ..'ded poll .plle. permitted in tapered ..ctlon es.. Pol. Splice Ottol. th..' 2) -rr--cf 'f o o .. I. !, 1......-1 I, . o , r I~ 2" Of'" Standard Pip" Horlzontol 5- eSe, not. 4l) ~:~~~;~nlCd 1~"1 Ri::::ior to .ecur. Conductor. ot Gnd of Mo'" ~m. See Standard PkJn ;~~g1~,~~d::r~ll~rlng O.'oO".waT Mto1 END DETAIL NOTES i \ I 1. i ;:~ j I ,/ .~ t;, ,~ ~ 1 I I FI.kf conMctlon. IS.. 5ho.1 21 Frw locallon 01 ground wlr. dltol '" Standard Pion "L1oht Standard. Wir,": Delo)". Conductor Attachment Brae .t O.toll. to.-- ~:t~' ~oC::l:~ for I Llghl 51andordl ,i~ 1. For de tall. on pole ..lectlon and bOI' I.. opp'coblt Standard Planl. 2. Whenever po'lible teom ..Jet should be on back,lde of pole or on top of ma.t arm. 3. ~m~ "~~:e~~~t~~or;:~ns~u~ltt::"~h-s:.,~er.t of HIghway Sign.. Lumlna.... and TraWc 519"011." 4. Tlnon llo~ lhown II fabricated Ilope. before lumlnolr. f,', In,toll,d. finollev.llnQ of the IumInalr. sholl be accomplish by ~~r.",~",:~t",t~~~ IlIplll clamp alllt' r 1 LICHT STANDARDS I 0 ! POLE' ARM DETALS \0 A A -- ............. --... l , ~ -- ! Shower" /_110I' @J .!: J..IJ.4,J HAle) HOt.E DET M. ~z -- g (OVAL) -- .~~ LIGHT STNCARD DETAIL ~ --......- Rl'lleer IWlI'tdNt.tt::~d l'Md. :>> Ifll.. >> - M' 30. 1'" ^ O' IlIl t ..PPR' Sf ANOARO PLN4 ".1 _11112 Hand hol. 'ram. Romavobl. rolntlg/11 hand hole cov.r w/golht. FOlt,n with 2 Italnl... 11..IIASTW F.~93) ""'W", ROllld , Imaolh Inlldo .dgll l.. Hand hall loco lion I., ground molllt.d Llghl 51.ndOldl SECTION A-A Opllonal Pall Spllc. "--" 'L -.w. ..".&""'" ";~~~l~~:~~~~~,j~~,t;i~~~~~~~lrl "~~,~. 32><10 .......'" ~~... ~'~1MMw. .w~ ;;-~~~~--~- - I'~: ~.. o --- o .. r 411 POL~ S~LecrIQ'" PRCC~OU ~f.p I. D.~'""'" dl.ll#n~.. H, d'JHlnd. on -'..,. AdJ"'''' H, 'io "'0'''' n:.i po"",",,,,, 11'00' Hz ddJ:Ulnd. on pol. .;0 "lIpo1" #pll;:. i6U.I Sp".c. ;# u...d, HZ . H. , .$"~p Z. ,~c,..., Cha,.I-IO#"Z "" Whl" r".o.. l! A~," C. , b!l'S", Wn.n 4:1 sign y " ...... i;;'1~:!j::::; . t 3kpJl. Fr0n7 Tt#bI. Z. 0616';" and 1=Z "-0'- UP/H" 4. on ~f.p 4. eval"'II-1~ .", -""'/1'; , , ....... $1..0 $. ~rOl'" 7ilbl. ,. 'i,,,~ p .J,*="ion Qnd pol. 114fti' ,.. , . ""-p .. Do n..,~ u.$# 1'6_ poll , Low'" s,~"lon Wdll ... - :lee/,O" Willi "h"~k,., ~ '{' I ",' - I I 1'ilii,;l '/IE: H"N.. -lIOn d' H.. Po/I 64.. W';N, ,..,,~ " No,",nol ;/.'9M Fro,," /u,",nG p ,,~ bo'i'''''''' d'd,...."t.,.S t;lnd, ~: ~:~'z.:~~ I{,Z.5~^,f:'~1::' ~.~ d po/../Godin.!1 M, ~ MZ Co-".4j:J on,.,.~~,tN7 ,. u...o'. ,-.duc. M," I '$,"ou,,-I.don"'/JI! pol., add c M.,-~..ifl'" Ii",".... MI .naIl ~ .. ~ If~,..., I'b- 50" Liphl &bndord /::'~,.Qr. S;""'''.!1t'h P"oC;'OI $1-M.r/'6. ~~: ';:::7,:;~~ f::jt:; %::,~ w411 """11:1("... "'Ita,., 0# .sho_. -/-/,/d:n.... 4hGII no~ b.I.... ~4 .... [-. ( [ &II Z <(" :1:1- I-a:! 0::;; <(::> UJu -'0 Uo en ' enWi UJ J:, -'I- (Jlu. -0 ~~ <(- c:r:-' u.<( ~a :1:W 1-:1: ZI- ;:0 Z 1-, UJ w, ::!: :::>,; :::> 0' U(fl 0- Ot= UJw Xu 1-- ~b z W(fl U- f=i!: o :z u r II: ~ Q [ 44 o $tJ 101> I!SO zoo uo .>>0 -'50 ExAMPLE J: DGN ,.~ PI6n.. ' 40'1. 4/'''' Sfo"iWol"d ".,dJ, IZ'Dovbl, Irf, ~ 819n 17tounIwdGnpot.. 'i ~.~/'; ",n, ~-,.. It:Jww,-.,.ef,c."rt:/NJ.II ~,- 8fh:IIMI',^"p.,..t:/-rQD I bo'~ .rpol., 7i'~ el'l'NIf. Con".e'ian. "'~$~r",~~:; :::!,t:',;. ';;""G 41.$'-!j ."1.5' ,...",.,.., Cho,.1 ,. r"- .,;" ~:Z.~i ~: 1:,~f' :1:: ~ r.bI..l. ~.:; ~~1~~: ~:~1 r::~ M,/" _#1'8/1,.'<11.1 M,I" ."~lle .,... 01""'1 n.bI.~. at D.'SDO.'^'e.".... 'IH* 10"" D.J/ZS.'hlelt"... ,,,,,".AC ~~t~':H...c" ... ,..tN~~ 0,~/4$" Rv ~ 5IOCfion. (I, ~ $TH~N8r. ,r u ~ :t:t.';::;~ oS d,~/'4 Sin!!'.. If,.,", D d,,,,,f,. DoiIb'- ",,.,,, Pol. .s.'.e-h" ~ ~tlUU:JWtp.JG~.G-~.""""" ~/.:';~~ ."!j"l""Om 7iPl' A,..,., 3'.p ,.. L6n N,. H." .5',pZ.." ""'" ".,r .J"'P~"''' ,..". ".,r 4.,..,,4"'6,. $,' $1u5-,,. I ,... 8/#" fI"~" u.. III ,- r... ., . .- ~ " . ~I .. - ~ - p<<~ L()ADlNtJ AI, 01" M,. 1(..,,, CHAI'i'T I - paL~ LOAOING M F'OR 40FT. LIGHT $TANOAHOS Z/l IS o If L L L L I , I (- ~' I l M 1& JS 411 i I;: S 46 IttATI!It'04L IflLDY II o .., - - - lIIJ NO #$11 - - - .t.M. ...~ 6M.-HJ .HI.7 A...Of"II. ."'I!.I. tll"'IHIN r. . .: ~'f:::. =: :;:It.,;''/:'::'::/ "'-" ~f';..."""" 19'1$, .z2ij PtJLI! S~crION M WALL-rHICXNIS6 ill! M:I 'Nt:N. " C1 II.. " ,~. 0'''. 0.' , ., 0.1. 0116. D ".0 , A PDL~ I.DADlNtI M, .,.. M6 , Jtf-", C'HAR'T 2 - POLE LOADING M F'D" !fOF'T.l.ltJHT $TANOAI'i'DS o '*' n. _""" ~tOh, . TA8LI! ., MINIMUM POLE WALL THIt'HNI!$S ALLOWeO UN.) 50 /IV. ".,."",,,,. J.kIia/?I Nt> lfJINM.C I DOU&C MUT ARM,. .-rr1f1Al. -.1 I'<>L!: AlAS" /WIN C 00 R:JU7r. Ollo.ii 00 ~l.crltJN A/f", 116IJ' "'I" 141,. .#.' M#', ,. II.' ","(11 U~I. 4111P6 ,"'.. ",.. .'1., a.... "'~ ",. /lAU ~""'" 0'" .... II." ,-NII a""$ 4/.71 ""11 ..,. 0_ "7/1 ....". ."'61 IU,P. aa 0. .. - " rl,,, ....'" AU , ., . I '0 NO 5'MfLC I DtJUlfLC MII!!JTM". -.... ~ POLe AUlST MW RJrt.Z 7DD DD ItIAItICi.E 7DPtJD" 00 /JIt:'f7()N ARM .'11 N).~'I. 14'1,. ... /D'I" 14'11" "(11 -" /J/.7. 0/.'" "n oea 0"''' '~76 oa IMU " , 0"'''' 0.1. .. .,. 0.... 0"''' ou "'.. .-,."" ..III,. ",- (u.,. 01<tJ D16'$ 15" I/J" IJAU ell."" '''.1$ 0."" OJ"a 0'''''' "H ,",,'L AU , . '0."'" .. a .tI!ZlZ41 (I) "_~'Oo__,-,,.... -.. ..-",.,-,.,.--'-"'" ...,.11 ~,,,,t,,... ../1.'1,., "'art ".~ tlffl" ..,-." """ 10..,.,. ".',iNt, IlJ :;:.':1;,.:IJ:e,,~.;, tn.yH ,-.,,,,,......, .'11"""""'.1 .,., f!V"",I.I"'."''''' .,.. WM~/.'''''''. 1# __ ,.. d....,..l4I,. .~."..,......, _ ~ " Tb6rM " "It,., J-I ~ o """"""'" o ... I - H6 d.~n.. CMo polt' ro ~ =- ".. pol., -,pll" ,., 1.1$ ~p"i:. II u3..d,HZ -H, .s.J~p I. ,,.13177 CII",../- I~Z ",., Wh." TV"''' l! .,4,.,.,.,. Con /:If/IS"-. W~"" ~'gn fo.;.1~:::;' ,:J'hp.!. From TGW. Z. o~rhzin and .,c;, "-0'- UP/N" 4.~ ~f,p 4. ~.,.,I"'..;r 4- .JHi/~ , " $/.P S. I"r'CIhr 721bl.. ~. "n. p ~,t:'hDn ~"d pol. h6V1 ~ . ,5"'$1 e, DD ,,"'/- u.se "4_ Pc/I "'" LolIV." $.1:'11011 ",.".,,/1 !Jlu:'/lon ",4/1 fhlt:A:n I POLE seLECTION PROC~OURC: j "flP I. 't~Z;::''::. c:.."/~':.=./::,:::'~Pol' 60... _,M ,....~e,.'o M. roadwo~. I AdJu#; H, .Jo ,"",,,ta,,., No,"'''ol H.,!}"" ",.0,..., /",,",,,,.i,... ~ .0',.. 0" , pDV.""""~ 1"001. I .;:: ;;::::::.:':::' N~';:::/;:;:,.O;:T::;N,~?;=-:~ I' . rh."'Mz,~<I.$A'nS;4!P. Z.'44a,...nofr.ru,,,,,, d pol. lood",.9 ..." ~ MZ co-,....Ponal".'9 "' H, ~ Hz ~J.C'.,I.....!Y ,.,.ch"", ,. u.lfto', ,..duc. M," /IA, "'Q,./o; IZ; 14'".'Q,-"." ~~~:;:;~j~~~h""::~H~:~~~~~ C::" $00 1(-"., I'D- 5O'l..tpJrl ~Ot"d " I ap~/Q""" .stl"Y"$-I'h F*~c;c-", F; ,.co,..loww~$eC'tI017 -I,on. , $,. M6/Jll6. I o~~ 7,:;:/'Z:;~~:::t:::: ;':~U~ ~:..:~ ~::;,,~~ W'I1/1 -I-hh:It".S6 lit"" Q6 sho_" I" Tbbl. -. I "'1r,Ck",... sholl not b. /.... .,y,on upper .... 811~1Urf: + h-Doubl. ~ Pc:aI-. ,~ dou61. a,."... 'hi.. Ii". mat' #op. no,_",.fhon O.O!~""'Nr NOn! ' .$ d'l'9O/r.$ Sin${. A~,". D dC-no"'. 00U61# If,.", ib- ~p." G ~ -c;- :s,i:tg_ ~ P~/. .$.,.~.,,.o,,. ~-~;~:=~r:c~~=;;::!:'=~~:;"o.,,;'":!:-~r~7t.~ .1 ".,.I""t::J", belion, .'po!.,7itP' 4'''<<11 ~Jd.~)~I.."..,; 7i~ I A~", C:~N'''''''~''''on. r:l?/it;Yi!;':':!1':t:,; '~NII."'Oi'f), /""On"f ChG,." I. r"" .,,,1 I ~ :~.~i ~: f:!:-:' :~:: I"tNf'f r.bI,. I. lo-w,. ~.~/"~",, ~.II(I1~... '1Zl.N I~ MlW/...,), I upp.,. ,.t:"":,,,. ~ -II: t\1eA::Md'"A:tAr ,*,/~) . AI,/,-; .~'./I' .,tI.~ M,l"'. '.'/11-1.. ,."...., -';"6/.8. · g~r::::::f::~::: :; = :::::: j ~~t::':iNc,."... ,..",w .. vPI>>" , bw.- ~IOU : 0..J/4:1# ~ 60111 ..:.rlOntJ Ilow.,..cf. "0' I... 'ht'" tlppe,.). TABLE Z , i STRI!NBTH FACTOR FfNMJ ' NOr ~ ItIA7'U1Mt AIJ.t)'r" WtlI.DIlD rtCLMD Dp'lian.' JII'oN ~o"C:. f_'d.d~ ! tt!!ZE Tn. p.~,""6,'6I.. IIWrl",ion ""'pol. ."""'f/hf".66 DI",,, f'o~;t:O"o" ~tll/ b.",ft 0" Ih_pol. ""9'''" ! ~ l ~l 100 aD .JOt> .J&D EJ(AM"'~ /: Do'. FI""Cn't PI6t't.. 40" "g'" sto,..,,.,-d wdlt IZ'DQ",III. MQ6(- A~""_ M""", 1$ :!:,J:,'dot'::: :,'!,;/;.ounNd~" ~#. 7Yp'~GI ..hould.,. "-M"k-,,, .OR 40FT. Lf6HT 3rANOAR~ - -- ~""P 1-1.." N,. No. 4f.pZ-~ ,- $"'P~-" ,- ,., $f-.o 4- ~,. .... s~ $""" . _. !JNP.." UIO - l- s;,; -. . . .' ~ '-t i~ ~~ .. ~ . ~ 60"0," 0' Pol. w.,. OP~Nm'1. 8". .$h.., J-Ib. lPooo'MId,.y ELEVATION 'f'N> d.t.lI. ntlI'"ho..".., ... .,11..1.. J." v'lb ffJ-/e. /11) ..", UtJ - "" 6DD .~II-T. 6N."HM .HI-7W ""'... "'~ ."I!.I. ",...... If .: ~'r/.::. = .:=."t,~~o:;z:;::",~1:r. ~~Ulfiom I!I'M, TABLE!l POLl! $I!CTfDN MDOIJLIJS /,.' WAtL ,'CIfNla. ~ DD. tJ6 NQ 'NC'HI 10 " t1 II.. 7.~ _.0. o 7..' .. , " .,. '''.1. ,,,.. . D6 II. . 0.1 '4". 1._" I II. 11" M_ 0116 tI 0,.".0 II.D .. ,. '0 II 7"" " I' ~ "!"."I ",..."",'0'... daM At,.;Yr. "'.eiu~" 01' 1'0/. COn"'!J.~a-l"on 0' "A. P'",,"''''tttil ,".,.";0/1 Dn'" "".,.".,"". ~~~:/'4h1/,~~o,:,t:;1.t::;.":. 't!I N, OJ- "'. , 11";" 11 50FT. LfGHr 3TANOAROS .., LIGHT """""""' STANDARDS POLE SELECTION ........"0. itA" '''AI'IIlI," 01 flANII'OI'aftOll o"..Pt..."......,. w. A. IUIUI'. Heln.., : 4 (Ness ALLoweo UN.) _ /IV. ~__ u._' NO ~NtH.1: I DOUIJI.~ MA!Jr ARM.:I -., PDL~ AlA"" .,'N ~7'DIi'OD U41t 1JtXZ 7'DD DD- /rM1r~"U 00 ~c~rltlltl ""101 .,.' I(UI6 14,,. .~II' NIl', 14".' ",." U~I' ill.'. ,.:OS 11... ",,,. 0.'" ..~ tJlS tJIIU ,.,1. GI 0 tJI.. I AUIM ,,-. _It tJ/.76 DI.." ... ..,. 0_ 8711 .:t,es """ 01.".0 0... 0." - ..... 11". .Jrll ,,"III ..u , . , I 10 8':1 :':'r~ .,.. ~(5."'-' If, ",('hI ,."". . MI. . 1;j'ii' ~~ tUI.~ ....... ....... .a~ o ., '" ",'. II,". II , .. .. ,.. I , . ',Ie ,_, o ....... "'N"", II, "" STANDARD PLAN "-Ia _..",Moo",__'_,... """ 10_",. #",110", fin" ." f!o#1~"4I"."'" .". ",..-NY-/., .,._, " At.. _ dfoO'fW"'" .~.~ .. .,..... ..... T4f" I, ~,.,.I' ..I" ((.-~ f, ~ ..,j..,l..b....-4~_ r \ ~ o 0, ;~ (' ro 32 X I 0 , " I,,',,',,':", ", :: I,,' ,"', .,' ""'''' ",- ;.' " -:'!,,, """"",'/ ",I,'" :,l,'.':"~,", '-, ',::,"~" ,',:, ,'"'",' ,',,', ", ',,: - Z <(, :1:1- I-dJ ~~. UJu --'0 Uo en ' [l ~i -I ......' enu. -0 w>- :;: 1-' <(- 0:-' u.<( !Qa :Z:UJ 1-:1: ZI- ;::0 Z 1-, w UJ. :;: :::>,' ;:) 0' Urn 0- ot= WUJ :z:u 1-- ~b z W(Jl u- f= F:' o z ,r '0 o II o o .. o Smoolh r..oh toP. bottom . notched .....focIs S'p Bal. Bottom Plate . Toward Roadway Sleel Plot. StP B~ Se. dlmen.lon char' SECTION A-A 1'-~'" OIA Boll Clr.1e \.BolI DlA .!~::. ~II" D1A Hole i\HoI. DIAlIypl.oI1 g::f \\ ,/ 'b ~ .'/ 211 OoQe KEEPER PLATE ptoee b.t....n Pol. Bo.. aMI Slip Bo.. on lop 0' mlddl. Wo.here, .. T award Roadway ..~~' SOp Bo.. Top Plol. B J Smooth nnloh lop, bollom . no tched IUl"focea f'or plot. d1menslon ... Slip Base Top Plote POLE BASE ~ SECTION B-B ~lAOd' J '.n..t. = ~ REVISION~ See dimension chart STEEL LIGHT STN.'DAADS BASE DETAILS -..."............~ ~.~ ~ -- ~ ~ 6P"":- ~ -...........- .... Jun. 301 "e8 STANDARD PLAN J-1b Sh..t 2 of" Sh..t. o (_.~.;~-~".",- -. ~ r r I r . , ! ~ !1 !! ,Il( r- 'ff ~ , 1 C 0 (~ t I 0 32Xl 0 d.. .lIlI ..Ll '.&: '-- - - ~~ '- . I L.. Ll:><L. ~ z <(' :1:1- .....dJ ~~, UJu -'0 Uo (I)w: ~ i=1 en u. -0 UJ>- ~t= a:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 zl- w UJ, ~5, U(Jl 0- ot= WUJ :I:u 1-- ~b Z wen u- f= ~, o z 1'" o o o o .. o /~ ~ ---.., ~. Inltall p~ Ba.. Plat' ~ . directly on Levelino Roadway Nut. and Waltw.tI. Anchor Bolt. FIXED BASE p -E( Anchor 801t. I ~o.:rd ~ 00 way 2- Clearance SLIP BASE ANCHOR BOl. T LAYOUT FOUNOATION DUM. (See not.. 2 . :u SLP BASE PLAN FIXED BASE PLAN Clampln~ Boltl. 5.. Dlmenllon Chart for Bolt r g~ ~OT o~'t,u;R i'~~~E~.to A}~~~U:to~~own. Toward Inlplctlon, burr thread. to prevent nut rotation ~ L ~'l Radiul rl ;.; I I 6" Hollow In arout ~ ' center at pea . u.:tJ. SLIP BASE "'-- Mcho," Bolli ELEV^TIDN (3 required,... not I 6 ~ ,:.'::.:;I;;.Y. - -L:,I. - - - - ;1- - - U - - \. 6" HoUow In Ql"out r, cent., of pod I I ~-~~. FIXED BASE Dlm.nllon Cha,t) ELEVATION STEEL LIGHT ST NCARDS BASE DEUILS --.... ...... ....... e~~ ~~~- ,,~ -----..... __ ~..sa,lOflB STANDARD PLAN J-1b "'Ht I .,,, .""" I I I I Q Dlt.lENSlON CHART ."" on . . c or lot. or UI I" 4'. " uo . Wnlh.r " . 411 . !-!oJa'na I Atoll'" ... .... . 'oun~~~n ",,'on.d . m'" ~ t1\1"I:~~ DAfC AC\I1SION ,","CE ' , I' I I, I',' r-r"'rf -I 1 .~,~I-,:"""""""--, C ;,11) 10 32 X 10 l 0 0 (' Ili .l>.1Illil~ ~JI1 ~ -.....-..... t::.:1Y:I .d.. . ,- z <( , :1:1- I-dJ ~::!: ~B UO (JlO ~~i -'I- cnu. -0 UJ;.. ::!:I- <(- a:-' u.<( ~a :1:UJ I-:I: 21- ;:0 Z 1-, UJ UJ ::!: :::>' :::> 0' U(Jl 0- Ot= UJUJ :I:U 1-- ~b z wen U- f= ~, o z ." o o I ~ENtRAL I NOTES ~ L ~(( OMStQN 9. 5[RVICC CM~'S.IN 'yW( STN<<lAR(\ SP[ClF'tCATlON'S. 2. ....cCS SHAll HAyE Sf Ml[SS sn:n PNS. eM"'::T5 SHAlL ft[ RA'TED NEW'" .3R N<<J 5HAlL INClUDE TWO RAN TfCMl VENTS. [ACH DOOR SHAlL Bt P~OCKA8l[ NIJ CA$K(lED. INSTALL erST ex CONSTA'\.ICl'lON CORE ON T~ RfCHT DOOR. TM[ rOllOWWC [CtlIPU(NT WlTHN THE SERVICE: ENCLOSURE SHALL HAVE N4 N'~R()5"AI.T[L' [HCAAV[O PtI(NOltC N.wt Ill""!: A'U(HCO wtr" 5CRtW$ OR mvErS. KEV MJU8[RS: 2. J. 4. 5. 7. e 1HJ 11. U(T[RINC ARRN4CEUCNTS VMY 'MTH Of'r[R[NT 5[RVINC UTILITIES. TWE uTlllTV MAY REOUIR( "'ET[R BASE UOUNlYNG IN THE ENCLOSURE, ON T...:' SlOt Oft ON nc: DACK or THE ENCLOSURe. THE CONTRACTOR SHAll ytRIF'Y Tt.€ S[py~ UTllllv'S PCWRn,'[NTS PRIOR TO INSTAlLING THE SERVICE tOUlF'MCNT KEY o UCTEO BASE . . JAW WITH """'AL BYPASS LEVEO o ........ DACNCC!t 1$[[ BREAKER SCHEDU.tl m 'SICNAI. BP[NC[R ISEt OR[N([Ft SCHEME' o C~TROl. BRtNerR CSr.l$ AMP) CS> TCST SWITCH <<SPS' . 10 ,... . '2~ VOlT. "T" RATeD) '0 PHOT()[1.[CTlt'C CONTROl. 5TO. SPf'C. 9 . 29.11(21 o [JRAHCH O"[.&I([R f51:[ (mCAK[R SCJ04:ou.r;1 @ CONTACTOA 15[[ AR[NCl:R SCH(OU,l:l @ 'f:UT"AL BV"J5 @) m:Cl:PUCLr:. GROUNDtD r20 .lJ.lP1 @) "'C[PUeLt ARt:NCtA IGrI'SPST.20 AAlP . 12~ VOL T . .. T "'fATEDJ @ POliSHED WIllE CLASS <e" . a", (J) e v.' O'Al/eTEO 0/1"" HOLr, oR~L BErOflE COl.V....l..C, OJOUtjTIN(l ><OLE rOR STOUT UOlflT INSTOl.LATION, "STALL WITH II," DOL T. WASHeR ,AM) SPAINC MJT. o o .. i. j 7. OfM[NSI()N$ SHOWN AAr NOMINAl NKJ SMAlL BE ~STED TO ACCOMOO....TE TH[ VAAIOUS SIZtS (11 (OUlF'M(NT INSTAlLED BY THE CONTRACTOR. :1- 1. I o 8. ....L euSSWORK SH.....l BE HlCH CRADE COPPER N(1 SH.....L COVAl.. OR c)CeCED THE U~N BREN<[R RATlNO. ALL BRENeCAS SHALL B~ T ONTO THE BUSSWORK. .J,JMptRI-IG OF' BRE.N<(RS SHAlL NOT BE ....lOWED. 9. THE PHOTDCE1.L IMT SH....l BE CENTERED If THE PHOTOC[LL ENCLOSURE TO PERMIT J6D DEGRtE ROTATION OF' THE PHOTOCELL WITHOUT R[MOV",,- or THE PHOTOCELL UNIT OR THE: PHOTOCELL ENCLOSURE:. 10. ....L NTtRNotrl. WI'[ RUtS SHotrl.L BE IDENTFI[D WITH "TD - FRDM" COD[D TACS lABELLED WITH THe COO[ LETTERS. NKJ/OR NUUeER5 SHOWN ON THE SCHEDULES. APPROVED PVC WIRE NAAKHG SLEEvtS SHALL BE USED, 11. FOR' DETAoS ON SERVICE CROUNOtNG SEe STO Pl~. "TYPICAL CROlQ1t.lC OETM.S", 12. ALL Bot. TS. HUTS AAO WASHERS useD roo MOl'HING TJot: PHOToceLL ENCLOSURE. rOR STRUT MOUNT IHJ roo POST MOUNT SHottl BE srNNlES5 STEEL. @ I'HOTOCELL ENCLOSUllE " ENCLOSUIlt TO BE rAllRlCATEo rROU .,." EXPANDED STeEL UESH WITH WELDeD SEIUS AND llDUNT..o rLANCES, HOT DIP OOl.V....lE Al'TeO r,l/JR'CATION, ~ECUllE PHOTOCELL SER"CE CAIlIM:T WITH 4' 'N UACH..ce BOI.IS,SEE oETNI., e H'lCro 0[10 rROOT WITH 1/4 T\JRN rASTEM:OS, _,I c=-;;'~~' ... r" "- ,-..., 0:,.) ~ .-T SERVICE CABINET OETAIL ," - -,.,0. --- ""~- "~,,..........; '.:;;;:\,\i('i' ~~ ,",J~_ 120 I :140 VOL 1 o o Q) SICHJ<. CHT @ o WIRING SCHEMATIC ~~TMPN<<LW~l ..... t4INGC PAHtL cavo v.- . %" ctU1A1 rc.""tNC GASKt T DOOR HINGE DETAIL MODIFIED TYPE B SERVICE __ If.......... 11-''' --- o J'~.::"l''I:. ~J.o . .. . ~ ;:a7"M~ ~~ ---- oJ",.""., I, flRO STANDARD PLAN J-3b Shelt '0" """ 10 , I" 'I';f" 32 X 10 ... ............. Z <( , :1:1- I-tE ~~; ~U. uO (Jl 0, (Jl UJ \ ~ 1=. (Jlu. -0, !:E~. ~::::i u.<( ~a :1:UJ 1-:1: ZI- ;:0 Z 1-, w UJ, ~ ~h U(Jl 0- 01- UJUJ :1:u 1-- ~b Z W(Jl u- -:1: b.... Z r o o 11 I ( Luminal,.. Arm i I i I A BottOln YI.. PLAN . TOP SLIP PLATE ,w . ')'4- SlOt PLAN - BOTTOIA SLIP PLATE o o .. j- '" ... .01<49' Plai_ ASTY A526, 125 Commercial KEEPER PLATE Anahor Bolt Stat, 'y,f x If For rDf'" 'I'iDlA. t :r.~'1Io: ~.~I/.r I'll CIA!. 1'. .'] i o8~' ANCHOR PLATE NOTE, ~t. enol oonfOf. to AASHTO ..., fASf.. .,... ..oep' 01 notecs. 'la, ~ IhaI GOftforll U AASHTO ..... lAST.. AUSI. """'" :~~~----- ( 0 ( - .ItI -~ '-........-, 0(,;\:) , I.tiJJ o 1_ ....;1plno L...._ 'w DI"I,oco" .:'od bL., .. Jnu,: lhr-.. hord.A.o .J.r...!. 50 ft.-I>.. torQlAo 13 per IlTp ba..) , CD Thr"eoded SIott~ Stud" Me SCHEDULE for D1A. hcrdened woahW' .. Mav)' hex r.Jt t~ P<<' bcae pla'el, In..,.., .tud and oenter punr:h at boffOfll periphery to k>ck tapped .tUd In Place prior to golvanlzlng. CD K..p.,. Pkrta @Top Slip Plat. G) Crout laxl.t, ./dr"QIn) (3) Pole WOII (e:el.tlngl (j) Bottom 5np PIa,. @),... Grout Pod @aa.. Plah le.'.tlng) @ ~ Plot. @f'OOOdOtlon caxllflnQJ @Har'daM4 Weiher @~o ~.o:.~~1ng). pkJne by !Ii .... 0> ~ ,... .00d 6> H~yy Hew ~t cryP) , @ (i) . "" @i RouOhOn ~;Q~. '. ~~y ......--. ,',. i:~',"~ epolit)' resin Juaf b.fore .' placing @tlyP) ! ELEVATION I SECTION A-A ASSEMBLY DETAILS ~~t~t=l~ro~:: :11~r:, =~'lo~"MlbI~ to 10tRJoflon- Crode crOU'Mt fOU"lCSOflon to IM4I" .fub helQl'lf dH' not 'Mce.d .'. RMlOval of tM frongrble boN from the 'Ill'flno bO.1 plot. I. "'Ql.lIr.d. utaalfonlld anchor bolf. muat bit r'Moyed and r...uv.ed. SCHEOULE "'d~...!."" ...~::: ':-~;~ oa ,J;=~"~~ L_ nalr. I r H.I .. roo , 1'-21 Z-pe. AIunl. CIOm I I'-:pl . I . u.. matchlno dIOfW.t.,. fOt" thrlOd~ .tude. . Contraotor II"lOII v.rlfy BC In fl.1d blfcr-e ordlf'fno. 11 Bt CN'" enenot' DMt .Ize. e:slff.,. frOfl'l tno.. lI.t. contoot erl~ one! Struetur.. OUlo. . e .... or' mlnua Z'-". u SLIP BASE ADAPTER FOR 4-BOL T LIGHT STAt.oARO BASE _"I'll........ _.. ED .-- · 7~ eJb,J Sl:l~ __ .~~-- --- .u. y '4. rte'l STANDARD PLAN J-Io '0 SLOT DETAIL " l; " I I (' 10 32 xl 0 - ..~ L, .JI -lIiIIIIIi I -- z <(' :1:1- I-dJ ~~: UJu -'0 Uo en ' en UJI ~~I enu. -0 ~~ ~::; u.<( ~a :1:UJ 1-:1: ZI- ;:0 Z 1-, :E ~,~ ;:)0' U(Jl 0- Ot= WW' :1:U 1-- !:!::b z W(Jl u- f= i!:i o Z :r ' , , ,0 o ~QM.J1 .....1 I j o " g ~ ~- l> ~ --- TO UTLITY .........~ .Il TO LU"N~[S-."::':" TO CONTROLLER CoteN:' 1%". 2~" f2 GA. LNS1RUYS CWt EQUlVN..[NT f3 RtOIJREOI tWH:D 12" WIN. tI r()l.H)ATION. o o .. ,L ~- ,i , 2" poueE PN€L 'RON' or COHTROI.LER CABKT TO SEAVK:C CROUND 1St[ HOTE 111 f2I HOOPS I'ftONT Of stlMCE CADHET ~~~~.t.;~. AICHT __ OfF SERVICe t'mCT ~~_T .MC~~ ~ ............. ..cHOlll 80L , ~ L .- .- .- ." .. OAR r ACH CORNER FOUNDATION DETAIL PLAN se[ S'N40"'D Pl.AH .CJDH:T rQt.N)ATlON o(T~lS''t ron ocr AI S NOT SHOWN. STRUT MOUNT C;II'. HOOPS CLASS I COMCAElE .,\ttTH. WASHERS RIJ(]A[R wASHER I APPLY SILICONE SEALeR r TO OOTH Slot.S or RUBOER WASH(R PRIOR TO NSTH.LATION. ~U, -NUT SeRVICE CHUNn ~1/4".1" UACHN: OOL T PHOTOCELL ENCLOSURE MOUNTING DETAIL C~- "'.....:~:- Q (. ,,:) ';,,;. ~' \ ~11L1_1I. ,~ '11 o i_,,=: II :,ll T i ~ , ~ " ~ 1%;..2"''' 12 CA. lHSTRUTS OR I:C1UVH.EHT BCl..TED to POST. US( 2 '11' IlOI. TS, wA9€RS IHJ NJTS rOIl [OC" .....'RUT HEN BOt. T THRUM. .; :: 1\1: 0 seRVICE C~OUNO __." ." II 'I:,:;., - St[ NOTt 11 TO UTILITY -[ ....... tI" TO CON1ROl.LER CADN:l RlCHT SlOE 01" SDMIX CMlCT TO LUIolN~CS _c :::. ___ a" . 8" . 10' rUN. LtNCTHI TREATED TaUER POST PHOTOCELL ENCLOSURE ,-FLNIC[ FRONT f1F _ ~ POST MOUNT seRVICe ~ 1/2" DOL f WITH WASHE" . !PRIMO NUT (3 EACH ,Oft EACH LNSTRUn SERVICE CAB INET TO POST DETAIL MODIFIED TYPE B SERVICE o ..........---.- ..-- ,I' t~~ ~(~_ ~ --- ....... ..."." ., "" STANDARD PLAN J-3b 1M."." 1 I \ 1 10 32Xlo Ll>- ,M' ... - Z <( , :J:I- 1-15 ~::!:, UJ a' -' 0' ue (Jl UJ'\ ffl:1: -'I- (JlLl. -0 ~~ ~:J u.<( !aa :1:UJ 1-:1: ZI- ;:0 Z 1-, ~~! :;)01 U(fl 0- et= UJ UJ' :1:u 1-- ~b Z W(Jl u- f= r;' o ' Z ',..' o o o o .. " Foes of ......cIraI~____________________________________ -::-::::::=:::=:::::::--rr--------------------Ir---------------~ ___ ~ _n_... _ ..... _____ _.__~.n.. _ _..... .____._... .-. ...~i___.. "<o::.:.:Ed<i"ij"~~ - on u t rea.rye area ._........~ ----...-........ .....................- ::::::::: ::'C'~::::::::::::::: =:::::::::::::: =::::::: ::::: ,. 2' ConduIt fUMY. aroa ,.,-- .~ : ~ ',...: I , , ,,.,: I . . . . " SE:CTION A-A o , ! NOTE: EJoictrlcaI ..-. _ boo plocwd _ _ ....,. _ ..-- clftl9natod by tile En9Inow. ~ trIwM abMUOft Be_, = Sllndord pton SION ~ B N" r- .-. (~~~'_..~' -. ---- [ o C:'j~ ~ ~lh.~~~ ELECTRrCl!lL CONDUIT PLACEMENT ---.......- ..-- e,.~ ~~- ~~ --- _ ......h 7. 1GBB STl!lNDARO PLAN J-to ,~ f~,. 10 Jlblil JlI.tlll '0 l [ I I 1 1 32 X I 0 -- Z <(' :1:1- l-aJ c:r:::!: <( ::>, UJu -'0 Uo tJ) , 1n ~I -'I- (JlLl. -0 UJ>- ::!:I- (2::; u.<( ~a :1:w 1-:1: ZI- ;:0 Z 1-, UJ w, ::!:::::l' :::>0' U(fl 0- ot= UJw :1:u 1-- ~b z W(fl u- ~~, Z V'" o o (~_., o o .. (--, i...-!.'.' I ,I (.J ,J r-.~:.,:-:'-._-' +._- I I I -{ PLAN VIEW -I 4,~iL""VJI"C'~"'"'lIX-I;IrI"."""''Lv.:f..'t ! : I I~:. ~ I.~ I :", I ,',11I ~ E:,"LOog ~ (z Hoo~. por Lid) 181 Typ" I Bo. tiiI Typo I Bo. 121 Typo'_ pLAN !llYM BOloS 31 l I- !LIEV"TION VIEW " I.>W ~y ...;, III .. -,' :t:.. '.~ Q 1'0)( POUNDA110N T5r'::~:~~~ TRAFfiC SIGNAL 5VSll!M LEGI!ND 6[11 J.IJJ.!.t!lJ'IA1ION SV5TEM L!OI!NO W!.ti~ (Mor~ Ll 'orm uU." with I'.. Wild "_ad, O...nd of( Diamond Pottt",n b.ror. (orming Iftter.. G" G"Q~.1 Pod TVPICAL JUNCTION BD.INSTALI.ATION DITAILS o J- I -,' BOX TVPe, ,. ~ ITEN T'tPE I :I ......lI11NA1( A AL1UlNAU A ~_0u'!i4.. J.~'?I'h. _ z t .. I Z" e IJoaOvfsid. Width '17"--" il" c e;o.-I,nSI"ci. Length ,...--' 'I.... D 8(ul Inside Width IJ" 14"- E Lid L!.n9i..'~_':: -. IS" l~;:. ~ Lid Width 41" 13" G 8o.i;ktp:,.~'':-.-:''__. _~_'tZ:'.~_. ':':.!~".'-' M Io.i,~. 4 f~!!ttI.~!pth . ..._. 5/"" 5(1"" '" wain Th.kk.!!!!!J~!"l.. IJ/!.:. _ f "':_~ K Wir R.in(orUfrM'n' W.5 W.. 2.' L L..uni- saD..';," ~~;~il M Handle None None N 'ra Ulo<f t.!!Il" Non. ~'l.- P Lid Hoo... Mark None None g .FOUN:fOu'J.I!!!..!:mljl.h N9~";'__ Ngi~ R Foun~~LdL..yttcs.!tt N~'l.~._ N..Q.lJ4 S FDU'l~.lnlid. L.e~.tl_ ..__,,!ql)lI_. J!!'c_. 1 Found.ln,lde Width Nonl': None U Found. Dc th H~'- NO.';."'. . . \I Found. IlcinfOf'Ce"'crrt Nonc Nonll C"'''ClTY.Condu., Inch co 0 I JUNCTION 80.1 DIMENSION TABLe. NOTeS: ~l~~~'r:~~~~~~e minimum. E.od configu.-atlo"I vo"lj omon9 diff.rent 1M nat.d lid thlc.kn..... or. oY...olI minimum.. Th. Diamond Patt...n ~~ J~~or,JfV:.ni! f::;:~.:~~::.l..~il ~nlh~~m~:~~~h~~kc..kn.... Lid aupport member, 8hall tM w.lded to the from.. 4000 PSI concrete i. allowed if' boJ reinforcement conai.t. of . .. . W3 I W3 weldtd wira fabric w.lded to the frome. Wh.n noted In the contract, T~pe t and ,.y~ J BOies shall tN ~ovld.d wi1h ,t" d"p ."tenllon bOil", :hl~'!..r~~e~~~ 1~'9~~~t~;rd:~~~a~l':ft~~~,~~'~~,eh P~~~::r:ith ~Wi~~1~d~t-:'nBc:t~~ ~db~d:rbmitted far opprovol, Evaluation TYPI! , 40' .so~-~ . itl,;;..... o ,JUNCTION BOX DETAILS ------ .-- ~ IJ.~'IIIItILHatILA.Ua'.IC...JU''''''' .,,208 "..I.., DICllMfldPlCl,.lttl' C .clhcollOft DATE "r.VIIION ~G IY . - ~,.(~...& --- _ ,..,.-, II, IU. STAND,UD PlAN .1-110 ( O(J ' ;". \"'aaL-=~l .',,..:.;' Il ::!:f- i:2::::; u.<( ~a :I:UJ f-:1: Zf- ;:0 Z f-, UJ UJi ::!:~ :::>0 Uen 0- Clt= WWi :I:U 1-- f-: ~O Z wen ~ 5:1 bh! Z ;.,..... o o iC" -O~-~ o o .. o -l, i ( f I, 0, ("'-'- ,.-'-." LEorHD ~ . rJ.~'::!:::':::::: _ 41'" ".'" ITANOAftO 'LAN W.O W!O-4 . .. CMAHNILlZ1NG DIVICII .... 'LAIIO" -. SION ....CINO.)( Fr....'. 50"5 "PH IOOO't E.p..."wo,'I "UNI "oad. ..O/M....H 1500lt U,bCtn ..""lo1t Orba" It,",. ""Idtntla' .. U/UIll'M ZSO't 8\I'tIM.. ot.f,kltt ... . W10.4 TR^FF~ CONTROL PLAN ----- .-- T"ICAL APPLICATION - OATTlIlC O'lftATlDH 0' INOAT OUllATlO" 011 " TWO '~ANI AOlOWAT ANO 'LAGGINO " 'ftDYIOIO, I~:T I Ad..d - ';'E'~':f.r' I~ BY APP .......'..'.^ "7:"'~" "'~'~ ..:.'....., , ,. [ t... ,10 ,\'<,';'!!,->i,''ji '; .~,:,'::'~.::j,'(":,1:' ,.'~";~",,~i,.,~.,'.:,~-,.~;,;.,:,,:~',,,\,.. ," " , '.~~.. ','-.. '.':'~~i;!};;,;'::i(;\: ,'i;;:,'.(';';;' ....!:'~~...;..;.. ,) }' ^ I't I. I i! '<, .J: j :i 1 ',j !i~ I ';: :} ',\ t1 { .j ,I l I t I I I 0 I .1 I 32x 10 - .".. - Z <(' :1:1- I-dJ ~~: UJu -'0 Uo en w; ~:1:1 -' 1-' (Jlu. ~OI ::!:~ ~::; u.<( !aa :1:w I-J: ZI- ;:0 Z 1-, UJ WI ~5", U(fl 0- ot= UJw :I:u I-f= ~o Z wen u- f= ~: o z ,r' o o o o - o II .. -ii'o i ::;:Jji I I I.... ,{ f i:~:i slon SpacIng . X E~~::::oya SO/55 WPH ~~:, R~1d:r'rCI. "0/55 WPH IOOO! GENERAL NOTES soot Floodlights shan be provided to mark "'00081" stations at nloht os needed. If entire work orea Is visible 'from one stotlon. one floooer mo)' be u&ed. Steady bul"'nfno warning lighTS (TYPE C. MUTeD) should be uaed 'to mark channelizing devIces at niGht as needed. Channelizing devices ar. to be extended to a point where they cre vIsible to approaching tro'fflc_ Urban Street. R..ldentlal . Busln... Olairlets 25/35 WPH 2SOt SIon seQuence ,. the some for both dIrections of travel. 1 j \ i LEGEND " " " C~ANNELIZING DEVICES .- rLAGGtR TRAFFIC CONTROL PLAN . l~ --....---- --- o TYPICAL APPlICATION or TRAFFIC CONTROL DEVICES ON A TWO-LANE HIGHWAY "HEm: ONE LAN[ IS CLOSED ANO FLAGGING IS PROVIDED. m ~:dJP_ --- F.bruary &.1981 STANDARD PLAN K - 2 r'\ .......... "...:.~,~~...,A.- ( , 0 I~ DC:)' ,.' . r',~,':"" .""; ';. ,'~ ^J 32xlo 10 :')~;~::::'~~<\\F' ,";;, ",~,-, \{i'~'; t ~ .l1!I.l::l. i7 - Z ~...: I-dJ c:r: ::!:, <( :::>, UJu -'0 Uo ~~\ ~ t-~ (Jlu. -0, ~ ~: ;2::; u.:s !ao :1:w 1-:1: ZI- -0 !z 1-, UJ w, ~ 5' U(fl 0- ot= UJUJ :J:u I-f= ~~ W(fl ~ 5:, bl'-i Z ,,..' o o (~ ...-J .-- I x ..... IDETOURIp, + ""', T"" I WEST I J_ "',"~ ~ _'00'_ . . 11I1-1 IU-""', ,,,. I x o o .. ........, ( "a-ilL', Trp, I U.ONO OlTOU. 'OINT, .010.1. CLan 0 '.'leaL .fllftLICAYlOH. - ~ ~TI"dd" .~" 'Wv'1\,$t" f) f;~1) .'J .. ,. :;":,"';i ?,18~,,(':~?:,<:;': "";'" "," ";' ';i:\"c,..-;,""; o 'i --\ GEN!RAL HOTtS to tilt modi',", R~ trllffic lllCIft'tTo'of-:-'...... "..sed '01' "" durdon . " MUTeDI thould ,...... ..em... '~ '::-'n'th,.......... .,..... to me" ~ _"Ould b. Il'lltontd at Me..- D.'our ,rallblo,," I. lor, throupout d.lour nMI . IDETOURI ..... I WEST I ""', T,.. I ~1~"'" rn "..S, T". I SlON SPACING-)( sallis "'H '''''0'' [ap,."",, IOOO'! ""'01 RocMI, Urban A".,loll UrN" S,,.... A,.Id,nll,1 It Bu.ln,.. Ol,'riots 40/55 MPH ~oot! ZSl5e "PH 1S0'l ROL PLAN TRAFFIC CO~_._._ -_..~~.._.. ~tttl . ,/o.J'.~:::: ~ ""'..- M. If. '''I, , ~TAND"'''D PLAN K. t. 10 .. 10 i ! I I I 32 ~ 10 ~MllliWf"' I I'"""" ~ r I I I r I I I I L 1 I r I l I o I .1 I Z <(' :1:1- I-dJ c:r:::!: <(:::> UJu -'0 Uo en ' ffl~i -'I- (Jlu. -0 UJ>- ::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 Z 1-, ~~! :::> 0', U(Jl 0- ot= UJUJ :1:u 1-- ~b Z W(Jl u- f= :1:, 01- Z o ( 0 ,~"---,....,.,..., ,~ o o .. HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 01, 1990 OCCUPATION: ELECTRICIANS LOCATION: (STATE: ELECTRICIANS) CLALLAM, JEFFERSON, KING AND KITSAP COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE PENSION - LOCAL (CONST. NEBF PENSION - LOCAL TRAINING FUND ANNUITY 1.235 1.00 3.00 2.30 .10 .25 $/HR. $/HR. , $/HR. $/HR. $/HR. STOCKMAN) WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ******* STATE WAGE RATE GROUP LISTING ******* 170-0010 CABLE SPLICER 170-0030 CONSTRUCTION STOCKMAN 170-0040 ELECTRICIAN, WIREMAN OTHER 170-9172 STATE: OVERTIME - THE FIRST 2 HOURS IN EXCESS OF 8 HRS/DAY, MON. THRU FRI, ALL HOURS WORKED IN EXCESS OF 40 HRS/WK., AND THE FIRST 8 BRS. ON SATURDAYS SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY. ALL OTHER OVERTIME HOURS AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 170-9174 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY AND CHRISTMAS DAY. 170-9176 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF 8 BRS/DAY, MON. TBRU FRI., UNDER THE CONDITIONS STIPULATED IN WAC 296-127-022. OAK BAY ROAD CR0812 PAGE 137 : "..~ 0' ) STATE RATE 21. 97 9.9B5 19.97 l -j ~ 1 I ~ 1 ,I ~ ~ I j ',j 1 I :\ I I 1 i 1 j ! f 1 I 10 I o o 32 X I 0 ~~-"''''_'''1~~~~__ \~ z <( , :1:1- l-aJ ~::!: ~a uO (Jl 0, ~~i -'I- (Jlu. -0 UJ> ::!:I- <(- c:r:-' u.<( ~a :1:UJ I-J: ZI- ;:0 zl- UJ UJ ~5 U(fl 0- ot= UJUJ ::J:u 1-- ~b z wen u- f= :1:, 01- Z ,... o o l. o o .. HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 01, 1990 OCCUPATION: LINEMAN - POWERLINE CONSTRUCTION LOCATION: (STATE: LINEMAN - POWERLINE CONSTRUCTION) STATEWIDE FRINGE BENEFITS APPRENTICESHIP HEALTH AND WELFARE NEBF PENSION - GROUPS 1, 2, 3 PENSION - GROUPS 4, 5 AND 6 .50 1.25 3.00 2.65 1.75 , $/BR. , $/HR. $/HR. WAGE RATES OC(;UPATION CODE OCCUPATION DESCRIPTION STATE RATE ******* STATE WAGE RATE GROUP LISTING ******* GROUP 2 190-0110 CABLE SPLICER 19.59 190-0220 POLE SPRAYER LEADMAN 19.59 GROUP 3 190-0160 HEAVY LINE EQUIPMENT MAN 19.59 190-0200 LINEMAN 19.59 190-0210 POLE SPRAYER 19.59 190-0340 WELDER, CERTIFIED 19.59 GROUP 4 190-0190 LINE EQUIPMENT MAN 16.89 GROUP 5 190-0140 HEAD GROUNDMAN 14.78 190-0170 JACKHAMMERMAN 14.78 190-0260 POWDERMAN 14.78 GROUP 6 190-0130 GROUNDMAN, HOLEDIGGER 13.90 OAK BAY ROAD CR0812 o PAGE 138 C .j ~ lilliIll> ~ - --~ O'.,~ '-- llL T7 ~ 'f ; f r \ r-1 1 ' Ii ! ] -J i I I! I I I J II II 1I II II II. I 0 0 1I II .U {/ 10 32Xlo ...,...~ ..:.:....~....~...~'.~~'Wl!i ~.Il...ollIIIiIlo.... 1.1 ............... r r z J <( , :1:1- I-~ ~ ~. r UJu -'0 Uo (Jl , I ~~1 -'I- (Jlu. -0 UJ>- I ~t= c:r:-' u.<( ~a :1:w 1-:1: ZI- ;:0 zl- I UJw ::!:::> :::>0 U(fl 0- ,I ot= UJw :l:u ~~ 'I z woo u- f= :1:, of. ! z I I r 0 I I I I ( - o o .. HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES OCCUPATION: LINEMAN - POWERLINE'CONSTRUCTION LOCATION: (STATE: LINEMAN - POWERLINE CONSTRUCTION) STATEWIDE OTHER 190-9180 EFFECTIVE 4/16/89 - ALL CLASSIFICATIONS, INCLUDING ALL APPRENTICES, RECEIVE A DAILY PER DIEM ALLOWANCE OF $20.00IN ADDITION TO THE ABOVE HOURLY RATES OF PAY. 190-9190 STATE: NOTE -' EFFECTIVE JUNE 9, 1988, THE PAYMENT OF OVERTIME RATES IS NOT REOUIRED FOR THE FIRS~ 2 HOURS IN EXCESS OF 8 HOURS PER DAY, MON. THRU FRI. UNDER THE CONDITIONS STIPULATED IN WAC 296-127-022. 190-9192 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HRS/DAY OR 40 HRS/WK, MON. THRU FRI., AND ALL HOURS WORKED ON SAT. SUN. AND HOLI- DAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 190-9194 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4THOF JULY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY AND CHRISTMAS DAY. OAK BAY ROAD CR0812 PAGE 139 o 0' -.......~_.... Il~ ~- ~ u .. AUGUST 01, 1990 "'~--":'__J _Jrt :;~ l j ! -;~ ;j :i .w . , j 1 -I :J " 1 ,1 1 i I 1 I' i I 1 t ~ i , t' --- 10 I JiiIlm.{s.~ o o 32 X I 0 .... .wiii - Z <(' :1:1- I-dJ a: ::!:, <( :::>, UJu -'0 Uo cnw: ~~I CJ)u. -0 UJ> ::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 Z 1-, UJ w ::!: :::>,! ~ 01 U(fl 0- Ot= UJw :1:U 1-- ~b z W(fl U- -:1: bI- Z y o o o o .. HWY-R32320-AA ^ II PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 01, 1990 OCCUPATION: FLAGGERS LOCATION: (STATE: FLAGGERS) CHELAN, CLALLAM, DOUGLAS, GRAYS HARBOR, JEFFERSON, KING, KITSAP, KITTITAS, LEWIS, MASON, PACIFIC, PIERCE, THURSTON AND YAKIMA COUNTIES. FRINGE BENEFITS APPRENTICE TRAINING HEALTH AND WELFARE PENSION .20 1.75 1.55 $/HR. $/HR. $/HR. WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ******* STATE WAGE RATE GROUP LISTING ******* 260-0010 FLAGGER OTHER 260-9260 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE' PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY UNDER CONDITIONS STIPULATED IN EAC 296-127-022. 260-9262 STATE: OVERTIME - ALL HRS. WORKED IN EXCESS OF 8 HRS/DA Y AND 40 HRS/WK., MON. T/lRU FRI., AND ALL HRS. WORKED ON SAT. (EXCEPT MAKE-UP DAY IF WORK IS LOST DUE TO WEATHER CONDI- TIONS) SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY. ALL /IRS. WORKED SUN. & HOLIDAYS SH~LL BE PAID DOUBLE THE REGULAR RATE OF PAY. 260-9266 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY FOLLOWING THANKS- GIVING DAY AND CHRISTMAS DAY. OAK BAY ROAD CROB12 PAGE 140 - l 0,.1 1IIaau1lll:i" o -- ~ c ~~~ LuU STATE RATE Ii Ii I! , I 11.40 I" I I, Ii II II U II l1 I ~j nl n ~. 10 ~..:..::..::..:..::~ I o o .Jil!II 33 x IOj v- <~:\.~- z <( , :1:1- I-ai ~ ~, UJu -'0 :;;0 ~~I -'I- (Jlu. -0 UJ>- ~t= c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 zl- UJUJ ~5' U(Jl 0- ot= W LU :1:U 1-- ~b z wen u- f=~ o z r o o I .[ I I I I I I I o o .. I I I I I r I HWY-R32320-AA OCCUPATION: LABORERS PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 01, 1990 FRINGE BENEFITS LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SNOHOMISH AND THURSTON COUNTIES HEALTH AND WELFARE PENSION TRAINING FUND WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ...... STATE WAGE RATE GROUP LISTING ...... GROUP 1 350-2100 WINDOW CLEANER GROUP 2 350-0090 BATCH WEIGHMAN 350-0460 CRUSHER FEEDER 350-1260 PILOT CAR 350-1870 TOOLROOM MAN (AT JOB SITE) GROUP 3 350-0080 BALLAST REGULATOR MACHINE 350-0240 CARPENTER TENDER 350-0270 CEMENT FINISHER TENDER 350-0310 CHIPPER 350-0340 CHUCK TENDER 350-0350 CLEAN-UP LABORER 350-0390 CONCRETE FORM STRIPPER 350-0470 CURING CONCRETE 350-0520 DEMOLITION, WRECKING AND MOVING (INCL. CHARRED MATERIALS) 350-0710 EPOXY TECHNICIAN 350-0810 GABION BASKET BUILDER 350-0820 GENERAL LABORER 350-0860 GRINDERS 350-1370 POT TENDER OAK BAY ROAD CR0812 PAGE 141 "~."..~..,-_.._- .. : n ( 1.75 1.55 .20 $/HR. $/HR. $/HR. op STATE RATE 9.08 11.40 11.40 11.40 11.40 16.08 16.08 16.08 16.09 16.08 16.08 16.08 16.0B 16.08 16.08 16.08 16.08 16.08 16.08 ':i "~4 - - ';1: I o o 32 X I 0 - --LblI ~~"!A-\\~" Z <( , :1:1- l-aJ o::::!: <(:::> Wu -'0 Uo (fl , ~~I -'I- (JlLl. -0 UJ>- ::!:I- <(- c:r:-' Ll.<( !aa J:UJ 1-:1: ZI- ;:0 zl- UJ UJ ::!::::> ::>0 U(Jl 0- ot= UJUJ :1:u 1-- ~b z W(Jl u- -:1: 51- Z r o o o o .. HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES OCCUPATION: LABORERS AUGUST 01, 1990 WAGE RATES LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SNOHOMISH AND THURSTON COUNTIES OCCUPATION CODE OCCUPATION DESCRIPTION ****** STATE WAGE RATE. GROUP LISTING ****** GROUP 3 350-1390 POWDERMAN HELPER 350-1765 STAKE HOPPER 350-1880 TOPMAN - TAlLMAN 350-1940 TUGGER OPERATOR 350-2030 VIBRATING SCREED (AIR, GAS OR ELECTRIC) GROUP 4 350-0050 ASPHALT RAKER 350-0250 CEMENT DUMPER - PAVING 350-0420 CONCRETE SAW OPERATOR 350-0535 DIVER 350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR 350-0720 FALLER AND BUCKER - CHAIN SAW 350-0840 GRADE CHECKER AND TRANSIT MAN 350-0950 HIGH SCALER 350-0980 JACKHAMMER 350-1090 MANHOLE BUILDER 350-1142 MORTARMAN AND HOD CARRIER 350-1200 NOZZLEMAN (CONCRETE PUMP, GREEN CUTTER WHEN USING COMBINATION OF HIGH PRESSURE AIR AND WATER ON CONCRETE AND ROCK, SANDBLAST, GUNNITE, SHOTCRETE) WATER BLASTER 350-1256 PAVEMENT BREAKER 350-1315 PIPE RELINER (NOT INSERT TYPE) 350-1280 PIPELAYER AND CAULKER 350-1485 RAILROAD SPIKE PULLER (POWER) 350-1753 SPREADER (CONCRETE) 350-1750 SPREADER - CLARY POWER OR SIMILAR TYPES 350-1840 TAMPER (MULTIPLE AND SELF PROPELLED) 350-1820 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS OPERATED TOOLS OAK BAY ROAD CR0812 PAGE 142 ( 0 ",'~'.-'''''"",",,''l''''':.~~~__ o : STATE RATE 16.08 16.08 16.08 16.08 16.08 16.56 16.56 16.56 16.56 16.56 16.56 16.56 16.56 16.56 16.56 16.56 16.56 16.56 16.56 16.56 16.56 16.56 16.56 16.56 16.56 ] J i I' Ii , I Ii, / \ i i I I II II 10 I o o 32 x I 0 ...LL _El ,~ z <( , :1:1- I-dJ ~~, UJu -'0 :;;0 (Jl UJI UJ :1:, -' 1-' (Jlu. -0 :g> <('= c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 zl- UJ UJ, ::!: :::>, :::> 0', U(Jl 0- ot= UJUJ :1:u 1-- ~b z wu) u- -:1: bI- Z r I I r r I I I I "' I I I I I I r o o (. 0 o o .. HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 01, 1990 , ~ OCCUPATION: LABORERS WAGE RATES LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS. MASON. PACIFIC, PIERCE, SNOHOMISH AND THURSTON COUNTIES OCCUPATION CODE OCCUPATION DESCRIPTION ****** STATE WAGE RATE GROUP LISTING ****** GROUP 4 350-1865 TIMBERMAN - SEWER (LAGGER. SHORER, & CRIBBER) 350-1905 TRACK LINER (POWER) 350-2000 VIBRATOR 350-2090 WELL-POINT MAN GROUP 4A 350-0965 HOD CARRIER GROUP 5 350-0200 CAISSON WORKER 350-1110 MINER 350-1379 POWDERMAN 350-1500 RE-TIMBERMAN OTHER 350-9349 PLEASE NOTE: EFFECTIVE JUNE 9, 1988, THE PAYMENT OF OVERRTlME RATES IS NOT REQUIRED FOR THE FIRST TWO HOURS IN EKCESS OF EIGHT HOURS PER DAY, MONDAY THROUGH FRIDAY, UNDER CONDITIONS STIPULATED IN WAC 296-127-022. 350-9350 STATE: OVERTIME - ALL HOURS WORKED IN EKCESS OF 8 HRS./DAY OR 40 HRS./WK., MON. THRU FRI;, AND ALL HOURS WORKED ON SAT. (EKCEPT A MAKE- UP DAY) SHALL BE PAID 1 1/2 TIMES TilE REGULAR RATE. ALL 1l0URS WORKED SUNDAYS AND HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE. OAK BAY ROAD CR0812 PAGE 143 : o STATE RATE /:. ~ .I '1 , J 1 "j ~ 1 I I ~ :1 J . Ij .1 j :l I I 16.56 16.56 16.5,6 16.56 16.92 16.92 16.92 16.92 ]) 10 I o o 32 x I 0 ,- Z <( , :1:1- I-dJ ~~, UJu -'0 :;;0 ~~I -' 1-' (flu. -0 UJ>- ~t= c:r:-' u.<( !aa :1:UJ 1-:1: ZI- ;:0 zl- UJ UJ, ~i5 U(Jl 0- ot= UJUJ :1:u 1-- ~b z woo u- f= ~, o z r o o o o .. HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 01, 1990 OCCUPATION: LABORERS LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SNOHOMISH AND THURSTON COUNTIES OTHER 350-9351 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, FRIDAY AND SATURDAY FOLLOWING THANKS- GIVING DAY AND CHRISTMAS DAY. OAK BAY ROAD CR0812 PAGE l44 ('~~~~'~-'.""- ~ 0' c..l - 'l I j r; ~ ! i' i ! , I II f1 [I Ii II Ii" I' i I * I j [] I J I), I 0 0 II II 1I " 10 32X I 0 -- - -.... -'~.L. "~ ~~ ~ Z <( , :1:1- I-dJ c:r: ::!:, <(:::> UJu -'0 :;;0 ~~i -' 1-' (JlLl. -0 UJ> ::!:I- ~::::; u.<( !aa :1:UJ 1-:1: ZI- ;:0 zl- UJw ~5: U(fl 0- ot= UJw :1:u t;:f= _0 Z W(fl u- f=~ o Z r o o (. ~ l ,[ "' I , I I I ,r o o .. I I I I r I r HWY-R32320-AA " I // -:~ ':J , :;i ~ :::~ PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 01,' 1990 OCCUPATION: LANDSCAPE CONSTRUCTION FRINGE BENEFITS LOCATION: (STATE: LANDSCAPE CONSTRUCTION) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON AND PACIFIC COUNTIES 3.25 $/HR. TOTAL HOURLY BENEFITS - LANDSCAPE PLUMBER TOTAL HOURLY BENEFITS - LANDSCAPE EQUIPMENT OPERATOR 3.95 $/HR. WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ....... STATE WAGE RATE GROUP LISTING ....... 370-0030 IRRIGATION AND LANDSCAPE PLUMBERS 370-0050 IRRIGATION AND LANDSCAPE POWER EQUIPMENT OPERATORS 370-0010 LANDSCAPING OR PLANTING LABORERS OTHER 370-9370 STATE: OVERTIME FOR LANDSCAPE LABORERS. ALL HOURS WORKED IN EXCESS OF B HOURS PER DAY AND 40 HOURS PER WEEK SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY. 370-9372 STATE: OVERTIME FOR LANDSCAPE PLUMBERS AND POWER EQUIPMENT OPERATORS - ALL HOURS IN EXCESS OF B HRS/DAY AND 40 HRS/WK, MON. THRU SAT. SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY. ALL HOURS WORKED SUN. AND HOLI- DAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 370-9374 STATE: HOLIDAYS FOR LANDSCAPE PLUMBERS AND POWER EQUIPMENT OPERATORS - NEW YEARS DAY, MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY AND CHRISTMAS DAY. OAK BAY ROAD CROB12 PAGE 145 ..,....<.,..- 0 , .) " ,'"" . r o ~ STATE RATE ~~ I ;) :\ -:J :~ ,~ j ::~ :'r "1 i 1 ?i i t 1 'j ;1 I I ! I , 10.62 11.50 7.65 .... . 10 - I o o 32 X I 0 ..... - ~ Z <( , :1:1- I-dJ c:r:::!: <( :::>' UJu -'0 Uo en w~ ~ i=\ CJ') u. -0 UJ> ~t= c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 Z 1-, UJ UJI ~5, U(Jl 0- ot= UJUJ :J:u 1-- ~b Z wu) u- f=~ o Z ,... o o ( . ,"' "~.,,,.... .~'.~~ -~ o HWY-R32320-AA o o .. OCCUPATION: LANDSCAPE CONSTRUCTION PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 01, 1990 , r ,~ H 1 1l 1 ,[j I ! 11 i oi; if I LOCATION: (STATE: LANDSCAPE CONSTRUCTION) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON AND PACIFIC COUNTIES OTHER 370-9376 STATE: NOTE -EFFECTIVE JUNE 9, 1988 THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 BOURSIN EXCESS OF 8 HOURS PER DAY, UNDER THE CONDITIONS STIPULATED IN, WAC 296-121-022. r I ! i f I ! ,I 11, I]' [ i II I' '] l. OAK BAY ROAD CR0812 [I I] 11. I fl II II 'I 10 PAGE 146 ( o(~ . (' . _1 ~;~-- -- I o o 32 X I 0 17 ,:"&,<::,,,-J'.x,#!~.. z <( , :1:1- I-dJ c:r:::!: <(:::> UJu -'0 :;;0 ~~I -'I- (flLl. -0 UJ> ::!:I- <(- c:r:-' Ll.<( !aa :1:UJ 1-:1: ZI- ;:0 zl- UJ UJ ::!: ::>' :::>0 U(Jl 0- ot= UJUJ :1:u 1-- ~b z wen u- -:1: 51- Z r o o I I I I r I I I I 'I I I I I I ,/ I \1 <.. o o .. HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 01, 1990 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: (STATE: POWER EQUIPMENT OPERATORS) CLALLAM,ooUGLAS; GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, AND YAKIMA COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE PENSION TRAINING FUND 2.45 2.00 .26 S/HR. S/HR. S/HR. WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ...... STATE WAGE RATE GROUP LISTING ...... GROUP lA 570-2141 CRANE - OVERHEAD, BRIDGE TYPE 100 TONS AND OVER 570-2244 CRANE - 100 TONS AND OVER, OR 200 FT. OF BOOM INCL. JIB AND OVER 570-4361 LOADER - 9 YDS AND OVER 570-6315 SHOVEL AND ATTACH., 6 YDS. AND OVER 570-6720 TOWER CRANE GROUP 1 570-1325 CABLEWAYS 570-2126 CRANE - OVERHEAD, BRIDGE TYPE 45 TONS THRU 99 TONS 570-2261 CRANE - 45 TONS AND UP TO 100 TONS OR, 150 FT. OF BOOM INCL. JIB 570-2624 DERRICKS, BUILDING 570-4302 LOADER - OVERHEAD, 6 YDS AND UP TO B YDS 570-4705 MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR SHIELD 570-5425 QUAD 9 AND SIMILAR, 0-10 AND HD-41 570-5547 REMOTE CONTROL OPERATOR, ETC. 570-5621 ROLLAGON 570-6060 SCRAPERS, SELF-PROPELLED, 45 YDS. AND OVER 570-6300 SHOVEL, BACKHOES OVER 3 YDS. UP TO 6 YDS. OAK BAY ROAD CR0912 PAGE 147 .,..,x."""',--:-:~ : o o - STATE RATE , !. " 20.25 20.25 20.25 20.25 20.25 19.75 19.75 19.75 19.75 19.75 19.75 19.75 19.75 19.75 19.75 19.75 ) i \ I I ~D -- I o o 32 x ~ [J A-J .- :':~'~"'~~"ll z <( , :1:1- I-dJ c:r:::!: <(:::> UJu -'0 :;;0 ~~I -'I- (Jl u. -0 UJ>- ::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 zl- UJ UJ ::!::::> :::>0 U(Jl 0- ot= UJUJ :1:u 1-- ~b z wen u- f=~ o z r o o () o .. HWY-R32320-AA n PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 01, 1990 T'l , , OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: (STATE: POWER EQUIPMENT OPERATORS) CLALLAM ,DOUGLAS , GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS. MASON, PACIFIC, PIERCE, SAN,JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, AND YAKIMA COUNTIES. WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ****** STATE WAGE RATE GROUP LISTING ****** GROUP 1 570-6405 SLIPFORM PAVERS 570-6915 TRANSPORTERS, ALL TRACK OR TRUCK TYPE GROUP 2 570-1229 BUMP CUTTER 570-1485 CHIPPER 570-1771 CONCRETE BATCH PLANT OPERATOR 570-2111 CRANE - OVERHEAD, BRIDGE TYPE 20 TONS 'tHRU 44 TONS 570-2381 CRANE - 20 TONS UP TO 45 TONS 570-2546 CRUSHERS 570-2905 DRILLING MACHINE 570-3131 FINISHING MACHINE 570-4285 LOADER - OVERHEAD. UNDER 6 YDS 570-4452 LOCOMOTIVES, ALL 570-4542 MECHANICS, ALL 570-4615 MIXERS, ASPHALT PLANT 570-4645 MOTOR PATROL GRADER. FINISHING, BLUETOPS, PULLING SLOPES. DITCHES, ETC. 570-4855 PAVE OR CURB EXTRUDER, ASPHALT AND CONCRETE 570-4990 PILEDRIVER 570-5124 PLANT LOADER (ASPHALT) 570-5365 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM ATTACHMENT 570-5762 ROTO-MILL PAVEMENT PROFILER 570-6045 SCRAPERS, SELF-PROPELLED. UNDER 45 YDS. 570-6075 SCREED MAN 570-6285 SHOVEL, BACKHOES 3 YDS. MID UNDER 570-6540 SUB-GRADER. TRIMMER OAK BAY ROAD CR0812 PAGE 148 L 0 ,'--, *'..,.....,_,,"-~...,.,.'">""'l:~~_ o : STATE RA'rE 19.75 19.75 19.31 19.31 19.31 19.31 19.31 19.31 19.31 19.31 19.31 19.31 19.31 19.31 19.31 Ii I, Ii 19.31 19.31 19.31 19.31 19.31 19.31 19;31 19.31 19.31 )> .. ... I o o 32X ~ 0 ~ &ILl.. r ,..'.i:'::l:'.1!r.'$;J;!l.UO z <( , :1:1- I-dJ c:r:::!: <( :::>' UJu -'0 :;;0 en W\ UJ :1: I -'I- (Jlu. -0 w> ::!:I- <(- c:r:-' u.<( ~a :1:UJ I-:I: ZI- ;:0 zl- UJ w, ::!:::l :::> 0; U(Jl 0- ot= UJUJ :1:u 1-- ~b z ill(/) u- f=~ o z .... .. o o "--'" r r f I J I I I 1 1 I- I- I, I I .. I I I "- o o - HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 01, 1990 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: (STATE: POWER EQUIPMENT OPERATORS) CLALLAM,DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, AND YAKIMA COUNTIES. WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ...... STATE WAGE RATE GROUP LISTING ...... GROUP 2 570-6870 TRACTOR, 60 HP AND OVER, BACllliOE AND ATTACH. 570-7382 YOYO DOZER GROUP 3 570-0115 A-FRAME CRANE, OVER 10 TONS 570-0697 BELT LOADERS - ELEVATING TYPE 570-1991 CONCRETE PUMP 570-2096 CONVEYORS 570-2349 CRANE - UP TO 20 TONS 570-2757 DOZER - D9 AND UNDER, YO YO PAYDOZER 570-3085 EQUIPMENT SERVICE ENGINEER 570-3326 FORK LIFT 570-3910 HOISTS, AIR TUGGERS, ETC. 570-3955 HYDRALIFTS/BOOM TRUCKS OVER 10 TONS 570-4632 MOTOR PATROL GRADER, NON-FINISHING 570-4795 OILER DRIVER ON TRUCK CRANE 570-5732 ROLLERS, ON PLANT, ROADMIX'OR MULTI-LIFT MATERIALS 570-5985 SAWS, CONCRETE 570-6015 SCRAPERS, CARRY ALL 570-6030 SCRAPERS, CONCRETE 570-6480 SPREADER, BLAW KNOX, ETC. 570-6855 TRACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH. 570-7005 TRENCHING MACHINE GROUP 4 570-0130 A-FRAME CRANE, 10 TONS AND UNDER 570-0285 ASSISTANT ENGINEERS OAK BAY ROAD CR0812 PAGE 149 o c o STATE RATE 19.31 19.31 18.95 18.95 18.95 18.95 18.95 18.95 18.95 18.95 18.95 18.95 18.95 18.95 18.95 18.95 18.95 19.95 18.95 19.95 19.95 16.05 16.95 ) r>. 10 I o o 32 X ~ 0 ''<l:'.it~'.\:~\,) z <( , :1:1- I-dJ c:r::; <(:::l Wu -'0 :;;0 (Jl UJI ::i~' (Jlu. -0 UJ>- ::!:I- <(- c:r:-' u.<( ~a :1:UJ I-:J: ZI- ;:0 zl- UJ UJ ::!::::> :;:,0 U(Jl 0- ot= UJUJ :1:u 1-- ~b z wen u- -:1: bI- Z .,.. o o (. () o .. HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: (STATE: POWER EQUIPMENT OPERATORS) CLALLAM,DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, AND YAKIMA COUNTIES. WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION .*.... STATE WAGE RATE GROUP LISTING **.*.. GROUP 4 570-0965 BOBCAT 570-1165 BROOMS 570-1726 COMPRESSORS 570-1764 ELEVATOR AND MANLIFT 570-3505 GRADE CHECKER AND STAKEMAN 570-3970 HYDRALIFTS/BooM TRUCKS 10 TONS AND UNDER 570-4752 OIL DISTRIBUTORS, BLOWERS, ETC. 570-4869 PAVEMENT BREAKER 570-4975 PERMANTNT SHAFT-TYPE ELEVATOR 570-5156 POSTHOLE DIGGER, MECHANICAL 570-5215 POWER PLANT 570-5410 PUMPS, WATER 570-5682 ROLLER, OTHER THAN PLANT ROAD MIX 570-6170 SHOTCRETE GUNITE OPERATOR 570-7290 WHEEL TRACTORS, FARMALL TYPE OTHER 570-9570 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 BRS/DAY OR 40 HRS/WK., MON. THRU FRI., AND ALL HOURS WORKED SAT. (EXCEPT WHEN WORKED AS A MAKE-UP DAY), SHALL BE PAID AT 1 1/2 TIMES THE REGULAR RATE. ALL HOURS WORKED SUN. AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. 570-9572 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY AND SATURDAY FOLLOWING THANKSGIVING DAY AND CHRIS~MAS DAY. OAK BAY ROAD CR0812 PAGE 150 o = o AUGUST 01, 1990 STATE RATE 16.85; 16.85 16.85 16.85 16.85 16.85 16.85 16.85 16.85 16.85 16.85 16.85 16.85 16.85 16.85 ~ , ; i i ~ ) Ii 1 ' I! ! ' d Ii, Ii II II 10 -.- I o o 32 X I 0 -"'- - (-=-;~~,.. .'-,-- .............. z <( , :1:1- I-dJ ~::!: ~a UO en ~" ~~! (Jlu. -0 UJ> ::!:I- <(- c:r:-' u.<( !aa :1:UJ 1-:1: ZI- ;:0 zl- UJ L.LJ, ~i5 U(Jl 0- Clt= UJL.LJ :1:U 1-- ~b z wen u- f=~ o z r I r I r I I I ,I 1 I I I I I , ,r o o o o .. HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 01, 1990 OCCUPATION: POWER EQUIPMENT OPERATORS LOCATION: (STATE: POWER EQUIPMENT OPERATORS) CLALLAM,DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, AND YAKIMA COUNTIES. OTHER 570-9574 STATE: $0.50 VACATION BENEFIT INCLUDED IN BASE WAGE. 570-9576 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF B HOURS PER DAY, MON. THRU FRI., UNDER THE CONDITIONS STILPULATED IN WAC 296-127-022. OAK BAY ROAD CROB12 PAGE 151 /I" O:,? - u ;~ 1 ! :1 ,1 :'!l .J ~' :;1 ~~ J :% '1 I 1 1 ',j ~ ~ "~I .~ t ,il. i I I i' '10 -. .. ,- I o o 3_~>: I 0 j ~ Z <( , :1:1- I-dJ c:r: ::!:, <( :::>, UJu -'0 :;;0 CJ)Wi UJ :1:1 -'I- (Jlu. -0 UJ> ::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 Z 1-, UJ UJ ::!: :::>' :::> 0' U(Jl 0- Ot= UJUJ :1:U 1-- ~b z woo u- -:1: bI- Z r o o o o .. 1'1 jJ OCCUPATION: TEAMSTERS PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 01, 1990 n II --; ! HWY-R32320-AA LOCATION: (STATE) JEFFERSON COUNTY WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ****** STATE WAGE RATE GROUP LISTING ****** 730-1020 PILOT CAR GROUP 1 730-0010 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR EQUIPMENT WHEN A-FRAME OR HYDRALIFT OR SIMILAR EQUIPMENT IS IN USE 730-0080 BUGGYMOBILE AND SIMILAR 730-0100 BULK CEMENT TANKER 730-0110 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:WAREHOUSING 730-0120 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:OTHER THAN WAREHOUSING 730-0140 BUS OR EMPLOYEE HAUL 730-0200 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOFIUP TO AND INCLUDING 5 YARDS OAK BAY ROAD CR0812 PAGE '52 ~-,~~,........-.:o.~~~"llI,~ ( 0 c 0" ."") r \ , , j i STATE RATE 15.24 II I J 15.42 II L 15.42 15.42 15.42 i] I Ii 15.42 15.42 15.42 , I' I! I' ! ! Ii 11 II I! I 0 0 11 II II I {' 10 32 X I 0 tll1 ,t:M~~",::I..i.:a I I ~, I :1:1- ....a:; ~~, r ~g Uo ~ ~\ " ~~I <FlLl. -0 ~~ ! ~:; u.<( ~a ~~ I, ZI- ;:0 ZI- UJ w ~5 U(fl 0- ot= UJUJ ~~ ~~ 'I wu) S:!s: bI- Z I I .,. o I I ,I o (. 0 o o .. HWY-R32320-M PREVAILING MINIMUM HOURLY WAGE RATES OCCUPATION: TEAMSTERS LOCATION: (STATE) JEFFERSON COUNTY WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ...... STATE WAGE RATE GROUP LISTING ...... AUGUST 01, 1990 STATE RATE GROUP 1 730-0220 DUMPSTERS, AND SIMILAR EQUIP~ENT:TOURNO- 15.42 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 12 YARDS TO AND INCL. 16 YARDS 730-0210 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 15.42 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 5 YARDS TO AND INCL. 12 YARDS 730-0260 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 15.42 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EOUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 40 YARDS TO AND INCL. 55 YARDS OAK BAY ROAD CROB12 PAGE 153 -,.- ) o 1 1, I I 1 10 - I o 0 32 x I 0 -:J,;'4:::;j;:.L!~.;.J z <( , :1:1- I-dJ c:r:::!: <(:::> UJu -'0 :;;0 ~~i -'I- (Jlu. -0 UJ>- ::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 zl- UJ UJ, ::!: :::>' :::>0 U(Jl 0- ot= UJUJ :1:u 1-- ~b z wen u- -:1: bI- Z r o o () o .. HWY-R32320-AA OCCUPATION: TEAMSTERS PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 01, 1990 LOCATION: (STATE) JEFFERSON COUNTY WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ****** STATE WAGE RATE GROUP LISTING ****** GROUP 1 730-0250 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- ROCKERS, TOURNOWAGON, TOtffiNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION,DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 30 YDS. TO AND INCL. 40 YDS. 730-0240 DUMPSTERS, AND SIMILAR EQUIPMENT,TOURNO- ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION,DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS 730-0230 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP- LOADED EOUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION,DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUOING SEMI-TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 16 YARDS TO AND INCL. 20 YARDS 730-0405 ESCORT DRIVER OR PILOT CAR 730-0410 EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR EQUIPMENT OAK BAY ROAD CROB12 PAGE 154 C 0 ) -- - - ..LJd - .'_....-,..,..t-.__~:,~ql:Cllll l o STATE RATE 15.42 15.42 15.42 15.42 15.42 .......... r ! i Ii ! ' 1 f , ! I ! ! Ii ! ' II o ~ .---..- I o o 32 xi 0 0.........:1>.._ ~J~'P..&'~ Z <( , :1:1- I-dJ c:r:::!: <(:::> UJu -'0 Uo (J) , CJ)W\ UJ :1:1 -'I- (J)u. -0 UJ>- ::!:I- <(- c:r:-' u.<( (J):::> _0 :1:UJ 1-:1: ZI- ;:0 zl- UJ UJ ::!::::> :::>0 U(fl 0- Clt= UJUJ :1:U 1-- ~b Z wen u- -:1: bI- Z r o o I I I I r I I I 1 I I I I I ,I ~''''~''',"l_,'\I.t!'"I\ c 0 o o .. HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 01, 1990 OCCUPATION: TEAMSTERS LOCATION: (STATE) JEFFERSON COUNTY WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ****** STATE WAGE RATE GROUP LISTING ****** GROUP 1 730-0460 FLAHERTY SPREADER 730-0500 FLATBED TRUCK, DUAL REAR AXLE 730-0490 FLATBED TRUCK, SINGLE REAR AXLE 730-0610 FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY SERVICE MAN AND/OR TIRE SERVICE MAN 730-0670 HYSTER OPERATORS (HAULING BULK LOOSE AGGREGATES) 730-0690 LEVERMAN AND LOADERS AT BUNKERS AND BATCH PLANTS 730-0730 LOWBED AND HEAVY DUTY TRAILER: OVER 100 TONS GROSS 730-0710 LOWBED AND HEAVY DUTY TRAILER: UNDER 50 TONS GROSS 730-0720 LOWBED AND HEAVY DUTY TRAILER: 50 TONS GROSS TO AND INCLUDING 100 TONS GROSS 730-0800 MECHANIC 730-0810 MECHANIC HELPER 730-0910 OIL DISTRIBUTOR DRIVER (ROAD) 730-1035 OIL/TRANSPORT TANKER 730-1025 PICK-UP SWEEPER 730-1010 PICK-UP TRUCK 730-1100 SCISSORS TRUCK 730-1140 SLURRY TRUCK DRIVER 730-1160 SNO-GO AND SIMILAR EQUIPMENT 730-1190 STRADDLE CARRIER (ROSS, HYSTER AND SIMILAR) 730-1200 SWAMPER 730-1300 TEAM DRIVER 730-1350 TRACTOR, SMALL RUBBER-TIRED (WHEN USED WITHIN TEAMSTER JURISDICTION) 730-1540 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR.:OVER 10 YDS. TO AND INCL. 12 YDS. 730-1530 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR.IOVER 8 YDS. TO AND INCL. 10 YDS. OAK BAY ROAD CR0812 PAGE .155 : o ) STATE RATE 15.42 15.42 15.42 15.42 15.42 15.42 15.42 15.42 15.42 15.42 15.42 15.42 15.42 15.42 15.42 15.42 15.42 15.42 15.42 15.42 15.42 15.42 15.42 15.42 10 I o o 32 X ; 0 o ,~ o .. HWY-R32320-AA - OCCUPATION: TEAMSTERS PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 01, 1990 z <( , :1:1- I-dJ ~~. UJu -'0 :;;0 ~~I -'I- (Jlu. -0 UJ)- ::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 ZI- UJ UJ ~5, U(Jl 0- ot= UJUJ :1:u 1-- ~b Z W(Jl u- f= :1:, 01- Z LOCATION: (STATE) JEFFERSON COUNTY WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ****** STATE WAGE RATE GROUP LISTING ****** GROUP 1 730-1520 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR.:OVER 6 YDS. TO AND INCL. 8 YDS. 730-1515 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR.: OVER 4 1/2 YDS TO AND INCL. 6 YDS. 730-1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR.:OVER 20 YDS. 730-1560 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR.:OVER 16 YDS. TO AND INCL. 20 YDS. 730-1550 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY CONSTR.:OVER 12 YDS. TO AND INCL. 16 YDS. 730-1501 TRANSIT-MIX, USED EXCLUSIVELY IN HEAVY CONSTR. - 0 YDS. TO AND INCL. 4 1/2 YDS. 730-1750 VACUUM TRUCK 730-1810 WAREHOUSEMAN AND CHECKERS 730-2015 WATER WAGON AND TANK TRUCK: OVER 3000 GALLONS 730-2000 WATER WAGON AND TANK TRUCK: UP TO 1600 ' GALLONS 730-2010 WATER WAGON AND TANK TRUCK: 1600 GALLONS TO 3000 GALLONS 730-2210 WINCH TRUCK: DUAL REAR AXLE 730-2200 WINCH TRUCK: SINGLE REAR AXLE 730-2220 WRECKER, TOW TRUCK AND SIMILAR EQUIPMENT ,... OTHER o 730-9730 STATE: OVERTIME - ALL HOURS IN EXCESS OF 8 HOURS PER DAY AND 40 HOURS PER WEEK, SHALL BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY. 730-9731 STATE: FRINGES - NO FRINGE BENEFITS. o OAK BAY ROAD CROB12 PAGE 156 .::'t'...,,_. ( 0 c 0, :) ,.".~ STATE RATE i ; ; : 15.42 15.42 ! j , , , ; 15.42 15.42 15.42 i I I, 15.42 15.42 15.42 15.42 15.42 Ii' i ': II 15.42 15.42 15.42 15.42 f: I! I! ~ z <( , :1:1- I-dJ c:r:::!: <(:::> UJU -'0 Uo (/)w: ~~\ en u. -- 0 UJ>- ::!:I- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 Z 1-, UJ UJ, ~ 5' U(Jl 0- ot= UJUJ :1:u 1-- ~b Z wen !d :Eo bI- Z r o o r [ I' [ [ r [ I I " 'I I I I I I ,I I I I (,,,,",,,,,~;;~-,",...,-- o o .. BWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES AUGUST 01, 1990 OCCUPATION: TEAMSTERS LOCATION: (STATE) JEFFERSON COUNTY OTHER 730-9732 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT HOURS PER DAY, UNDER THE CONDITIONS STIPULATED IN WAC 296-127-022. OAK BAY ROAD CR0812 PAGE i 57 c -. o ~ 11. J 'j .'~ } ',t j,' .:j , J ; 1 I 1 ~ ii, 1-, ,'ii' \~ , , "" } "'\ I', ':' , ! { l 10 I o o 32 X I 0 ~~ o !~ o .. HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES OCCUPATION: TRAFFIC CONTROL STRIPERS Z <( , :1:1- I-dJ ~~, UJu -'0 Uo (Jl : ~~I -'I- cnu. -0 UJ>- ::!:1- <(- c:r:-' u.<( ~a :1:UJ 1-:1: ZI- ;:0 Z 1-, UJ UJ, ~ 51 U(Jl 0- ot= UJUJ ::t:u 1-- ~b Z wen U 0- f= :1:; 01- Z LOCATION: (STATE: TRAFFIC CONTROL STRIPERS) STATEWIDE FRINGE BENEFITS APPRENTICE TRAINING HEALTH AND WELFARE PENSION .06 1.41 .85 $/HR. $/HR. $/HR. WAGE RATES OCCUPATION CODE OCCUPATION DESCRIPTION ******* STATE WAGE RATE GROUP LISTING ******* 820-0020 JOURNEYMAN OTHER 820-9820 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY AND 40 HOURS PER WEEK, MON. THRU FRI., AND ALL HOURS WORKED ON SAT. AND SUN. SHALL BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY. ALL HOURS WORKED ON HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY. 820-9825 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY AND CHIRSTMAS DAY. 820-9830 STATE: NOTE - EFFECTIVE JUNE 9, 1988 THE PAYMENT OF OVERTIME RATES IS NOT REQUIRED FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY, MON. THRU FRI., UNDER THE CONDITIONS STIPULATED IN WAC 296-127-022. ". o o OAK BAY ROAD CR0812 PAGE 158 ~' '", , .,:~"...".._----~- c ( 0 AUGUST 01, 1990 STATE RATE 17.44 f1 ! J f I 1 I II r I Ii ll' [ ! II I), I 0 0 r I II 10 32 X I 0 ..... -'-- ..LJ1 ~ - r [ Z [ <( . :1:1- I-dJ I: c:r: ::!:, ~::l; -' g, Uo I' (JlUJ ~:1: -' 1-' (Jl u.' -0, :E~ I: ~::; u.<( !aa I. :1:UJ I-:J: ZI- ;:0 , I. Z 1-, UJ UJI ~S'\ Uen ; 0- 1 c t=, ~~, ~5; l z, woo u- f= ~I l C', Z l iL ,J"""" I [ , j i 0 [ ,( 0 ; I I , I ;[(_"'''_~4._____' o 0,; .. ~' JEFFERSON COUIlTY, WASHINGTON 'l'HIS AGREEMENT, ..de and entered into thi. day of lUJL, between the COUNTY OF JEFFERSON, ecting through the .iiifi8r.on county Commiasioners and the Director of Public Works under and ~ virtue of Title 36, RCW1 as .mended and of berelnafter called the contractor. ',p '1 ~i WITIIESSETH. That in consideration of the teras and conditions contained herein and attached and .ade a part of this agre_ent, the perti.. bereto covenant and agree a. follovs: 1. The Contractor agrees to turnl.ah ell .ateriale and do certain work, to vit.That the aaid Contractor herein will underteka and co.plete the following de.cribed work: ' in accordance vi th and a.. de.cribed ili the attached plans and epecifications snd the Standard Specifications of the Washington Department of Trensportation,vhich are by this refarance incorporated hsrein end ...de e pert hereof, and ehall perfo", any alteratione in or adlSition ~ the work provided under tbie contrect and avery part thereof. 'J'he Contractor ahell provide and be et the expense of labor of any .ort what.oever t:hat ...y be required to h and for conetructing and co.pleting tha work provid evary part thereof, except euch .. are aentionad turnl.ahed by the County of Jeffereon. II. 'I'IIe County of Jafferllon hereby proai ~~~t:c:r a~ ::~~~y toa~ ~~: ::~l~~e to furni." the ..allo according ~ the taras and conditione berein contain according to the attached .pecifi price. bareto attaohad, at the provided for ill thie contract COntractor to partona any a in thie contract that ..y thie contraot and the a ~. t':\:- r ;." , .{'\ ~ ,~ ~~ ' ( to the full part Of the provided that no l1abll11:y .hall .ttach 1:0 the anterillg into thl.a oontract, axcept .. axpr..81y provided IV. It County by r lIarain. IN WITNESS IlUEREOF, the Contractor hu executed thle illlltl'lDMnt on the day and year firet below wri1:ten, and the BOard Of County Coaal.eionera Ill... cauaed thie in.trueellt to be exeouted by .nd in tile IUl" Of .aaid County Of ol'effwaon tile day and year firet above writtan. . , Ex.cuted by t:be Contractor 19_ 'orB9oill9 Contz'act Approved 'and Ratified 11_' Contractor Buraty Iy Attorney in .aot COUNTY O' JEFFERSON IIOARD O' COHIIISSIONERS ctIainun M.aber Meaber APproved .. to tore tIli. _ day of il_ 'roeeouting Attorney o o By Seal I 159 . . t e~,i:) 32Xlo: - z <(' :x:t- t-~ ~~, ~u' uO en~: ~ ;:\ en u. -0 ~~ ~::::; u.<( ~a :X:w t-:x: zt- ;:0 z t-, WW1 ~5\ Uen 0- Cl!= Ww :X:u t-- ~b z wen u- i=~ Cl z r r r [ r [ t :r" L L 1. L 'I, l I I. .1 ;1 I. I o o C-'-;--'."-- o o .. CONTRACT BOND 311.J'PZRSON COllllTY. tlASHIIIOTOH DOW ALL MEN BY THESE PRESENTS: Tha~ . of ~n 3atfaraon apacificationa .x.cut.d, S. ...fer.nce per ..pa, pi.... and tl'ac~. lIb1ch cODtract .. aO a DOW ..atarrad to and by tIlia d ..da a part bar.of aa tally torth at l.ngth. . RE. if tli rineipal bara1n .hall rai thfuUV .nd tr va and coaplv wIth the tar... cond1~iona and prov1a1ona ~ ~ract in all raapacta and ahall wall and truly and tully artora an ..uara .nd thing. by tha .aid .rincipal ken to b. pertoraad IUlder ..1d con~ract. apon the taraa p aad therain, and w1tMn the ti.e pra.crib.d therain, and until th ....a i. accaptad, and ahall paV all laborara. .ecbaniea, ...bcontractor. and ..tari.l.an, and .11 per.one who .hall,...pply .uch contractor or .ubcontraetor with p~vi.1on. and .uppliaa for the carrying on ot auch work. and .hall in aU ....pact. faithfully pa.,tora .a1d contract accordIng to la.., than th1. ob1S"a~ion to be void, oth.rw1.e to raadn in f..ll torc. anoS aUact. NITHESS our band. th1. lD~ day of PRINCIPAL .VI SURETV COMPANY .VI .VI Attorn.y-ln-Wacc APPROVED AS TO IPORM tM. _ d.V ot lO~ Addr... ot local ott1ce anoS .g.nt of .uraCy coapanVI______ Pra.acuting Attorn.y Phona .0, 160 c Q() ::.::'.:', ;/\ ::':;.~;:":,~:1;",':::.':';:' 1 i .~ j ~;~~ if ~~, ,~ .;~ I~ I i ~i~ ;. ~~, .. ~, ";~ .' :,I~ ): 'r' :\. a t. 10 I o o 32 x I 0 o -- o .. PROPOSAL 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 OAK BAY RD. CO. RD. NO. 569908 M.P. 8.3 TO M.P. 9.54, SWANSONVILLE RD. CO. RD. NO. 514009 M.P. 3.21 TO M.P. 3.13, WALKER WAY RD. CO. RD. NO. 510009 M.P. 0.00 TO M.P. 0.02, OSPREY RIDGE RD. CO. RD. NO. 510109 M.P. ~O 'r.O :S.P. 0.01, PARADISE BAY RD. CO. RD. NO. 503609 M.P. . fO II.P. 0.07 XN JEFFERSON COUNTY ~. AND THAT THE PLANS, SPECIFICATIONS ~~CT GOVERNING THE WORK EMBRACED IN THIS IMPROVEME THE METHOD BY WHICH PAYMENT WILL BE MADE FOR SA IS UNDERSTOOD. THE UNDERSIGNED HEREBY PROPOSES T E ,AND COMPLETE THE WORK EMBRACED IN THIS IMPROVEM S MUCH THEREOF AS CAN BE COMPLETED WITH THE MONE~ IN ACCORDANCE WITH THE SAID PLANS, SPECIFICATIONS ~ ~AND THE FOLLOWING SCHEDULE OF RATES AND PRICES: ::::\>. (NOTE: ~' ALL EXTENSIONS, AND TOTAL HOWN. ALL ENTRIES MUST BE K. ) *********************** TOTAL PRICE PER UNIT TOTAL AMOUNT * ************ 1 LUMP SUM L.S. MOBILIZATION 2 1.6 ACRE CLEARING AND GRUBBING 3 150 S.Y. REMOVING ASPHALT 4 360 L.F. 5 15000 L.F. *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. 161 r o {,"") ~ (f II 10 I o o 32 x I 0 -- Z <C . J:t- f-~ ~~: UJu ~o uo en . ffl~i ~t- enu. -0 UJ>- :Et- ;2::::; u.<C ~a :X:w I-:x: zt- ;:0 z t-. ww :E :::l: :::l 01 UCl) 0- O!= UJw J:U t-- ~b z wen U- i= J:, 0'"' Z I I r I I [ r t I 1 I I I I. I .1 I I r C~O"" r o o o o .. ITEM I TOTAL HQ..-J OUANTITY :ITEM IPRICE PER UNIT ITOTAL AMOUNT DOLLARS * DOLLARS ****************** *********************** GRADING 6 7040 C.Y. AT ROADWAY EXCAVATION, INC. HAUL . . 15 7 200 S.Y. 8 1013 C.Y. ****************** 9 3 C.Y. 10 7 TON 11 155 L.F. 12 65 L.F. 13 167 14 68 16 408 C.Y. TRENCH EXCAVATION 17 544 L.F. TESTING SEWER PIPE 18 544 L.F. PVC SEWER PIPE 19 135 L.F. *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGH'l' OF THE DOT (DECIMAL) IN THE PRICE PER UNIo:r COLUMN SHALL BE INTERPRETED AS CENTS. 162 c o() .t . .M:<.L 10 ~-~ ..'1 ~ .;~ \f ";l ..;~ ;'~ ~ ~ 'I :,:1 ;i::.: '\ ;l, ;~ ;j, ,.1 .t '~. '.-~ :"f -~! :~': ", i :~ :~ ~l :~ '~ J 'i .~ i i 1 l I ! I I o o 32 X 10 ill .............. z <(' :x:t- t-a1 ~ :iE, LLJ~' -'U uO (I) ~; 13 :x: I -'t- oo u. -0, ~~ ~::::; u.<( ~a :x:w f-:x: zt- ;:0 z f-, WW, ~5! UCl) 0- o!= Ww :x:u f-- ~b z wen u- -:x: bt-- z r o I' I I I I I I I I 1. .. I. I. I- I ] I I I iTEM 20 21 TOTAL 190 L.F. 1 EACH ****************** 22 23 1825 C.Y. 990 TON ****************** 24 6 TON ****************** 25 26 170 27 300 28 3485 29 160 S.Y. $2,000.00 o o .. iTEM PRICE PER UNIT TOTAL AMOUNT * . ~I 1.3 ACRE o AT SPECIAL PAVED DITCH .' OIL/WATER SEPARATER SURFACiNG *********************** GRAVEL BASE CRUSHED SURFACING $2,000.00 EROSION CONTROL ********************** ****************** AT SEEDING, FERTILIZING AND MULCHING PER ACRE ****************** TRAFFIC ********************** *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNI';\' COLUMN SHALL BE INTERPRETED AS CENTS. 163 : or ) '- ...... - c..,.~--"'.... ""- ':;J> j \~ ~~ 'i~ A~ l .J ., .J .) ~ -(:5 \~l ~'~ ~ .~ j~ ~j 1 -I 1 ,j .~ ij !J .~ 11 'I I ! t' . 10 I o o 32 X 10 .- z <( . :x:t- t-~ ~~, Wu ""'0 Uo C1)W\' ~ i=, enu. -0, W:>-: ~!= cr:-' u.<( !!la :X:w t-:x: zt- ;:0 z t-, WW, ~51 UCI) 0- o!= Ww :x:u t-- ~b z wrJ) !::! 5:, bl-1 Z :r o o ("-~- I I I . I I I I I I . '1 I I. I. I I ] I I I TOTAL 752 L.F. 700 L.F. 555 L.F. 5 EACH 3 EACH 79 EACH 214 S.Y. 2 15000 L.F. 23500 L.F. 620 184 3 5 EACH 0.88 HUND 0.47 HUND LUMP SUM o o .. rrEM PRICE PER UNIT TOTAL AMOUNT * AT ASPH. CONC. CURB PLASTIC TRAFFIC ARROW SPECIAL PAVEMENT RAISED PAVEMENT MARKER L.S. PERMENENT'SIGNING LUMP SUM *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNI";' COLUMN SHALL BE INTERPRETED AS CENTS. 164 ~~. :1 -'r. :f ': ~;. -;1 -11~ ,1 'i ,', ;l. ft it1 ;~ ~ .;1 q :.~ ::_~i 1M ,1 ] ~. it "",OJ' ';1 .j ! "I:~'" i: " .~ 1i ,,~ I 'l 1. ~ /~ if ,~ "~ I o o I ..... e "~ 10 10 0 ,. 32X , " . , o ,- o .. z <(' :x:!z t-w a: ::E. <( ::J' Wu' --'0 uo !B ~i --'t- OO u. -0, ~~' ~::::; u.<( ~a :x:w t-:x: zt- ;:0 z t-, ~~:l ::J 0, UCI) 0- o!= Ww :x:u t-- ~b z W(/) u- i= ~: o z r r. ITEM TOTAL ITEM PRICE PER UNIT TOTAL AMOUNT * I AT 47 LUMP SUM L.S. SIGN REMOVAL LUMP SUM . I AT 48 LUMP SUM L.S. ILLUMINATION LUMP SUM I AT 49 100 HOUR CONTRACTOR PILOTED I 50 $500.00 ADD. CONTRACTOR PILOTED $500.00 I 51 1000 HOUR 52 $2,000.00 $2,000.00 I. 53 182 S.F. t 54 LUMP SUM 1 I. 55 269 I. 56 300 l 57 72 S.Y. [ 58 60 C.Y. I 59 13 C.Y. .', 60 55 MGAL 61 5 EACH ADJUST MANHOLE I *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE I DOT (DECIMAL) IN THE PRICE PER VNI~ COLUMN SHALL BE INTERPRETED AS CENTS. 165 I ,V' o o .(~. C). C~~) c ":] .~ i :l 1 ,t ,~ ~~ :;t. 'i ,'~ .:~ .~ ~\*- 1 1 ,~~ ~'iI ,it 'Ij, !l .~~ :,~ :~ ,~ 'i i,~ i~ .~ ...~ ;! . :1 ,l' (';' "'. 10 I o o 32X 10 - z <( . :x:t- t-~ 0: ::iE; ;:liB' -' 0' Uo C1)w'!' ffi:x: -'t- C1)u. -0 w I ::iE~ <(- 0:-' u.<( ~a :X:w t-:x: zt- ~~, wW1 ~5'1 UCl) 0- o!= w w~ :X:u 1-- ~b z woo ~~i o : z " V" I . I o o ..... o o .. I ... ITEM TOTAL [ 62 4 EACH 4 r 63 4 EACH (' 64 10 EACH [ 65 $2,000.00 [ 66 LUMP SUM r 67 LUMP SUM 68 18 EACH I " AT PRICE PER UNIT TOTAL AMOUNT * ITEM MANHOLE UNDER 12 FT., 1. L [ [ t I :, I I I (C.,,-' 0 DOL. L.S. $ $2,000.00 *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE DOT (DECIMAL) :J:N THE PRICE PER UNI'i' COLUMN SHALL BE INTERPRETED AS CENTS. 166 0(1':'1) ~ iIw . ,~ '!" ,h.'." ''':f;,': ~~",~'" ,,~,,_..._- c " ;;qS":,~<.~~r<l,:' ~ . ~ 'I~' ,',' /) i 'j .~ 1 .~ ! .~'" 'I .,'.1'1,.',' .' i 'I" , { 'r 10 ~ I o o 32X 10 ", 11II1 (-~-O'~"v...,- v - I I z I <(' :x:t- t-~ a: :2. I ~B -'0 Uo ffi~\ I -'t- OO u. ~o; :2~ I ~::::; u.<( ~a I :X:w t-:x: zt- ;:0 z t-, '. ww, :2 :::I,' :::I 0\ UCI) 0- I o!= Ww :X:u t-- ~b I z WCI) u- r= :I: , ot-- . Z I . ;V' 0 I I ,I 0 I ':. I o o .. JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS PLANS FOR BIDDING PURPOSES OAK BAY ROAD OAK BAY RD. CO. RD. NO. 569908 M.P. 8.3 TO M.P. 9.54, SWANSONVILLE RD. CO. RD. NO. 514009 M.P. 3.21 TO M.P. 3.13, WALKER WAY RD. CO. RD. NO. 510009 M.P. 0.00 TO M.P. 0.02, OSPREY RIDGE RD. CO. RD. NO. 510109 M.P. 0.00 TO M.P. 0.01, PARADISE BAY RD. CO. RD. NO. 503609 M.P. 0.00 TO M.P. 0.07 COUNTY ROAD PROJECT NO. CR0812 Sealed blds will be received in the Jefferson County commissioners office located on the first floor of the Jefferson County Courthouse, 1820 Jefferson street, Port Townsend, WA 9836B, until 10:30 A.H., on the date scheduled for opening bids. I 01".], t'. , 10 I o o 32 X 10 - I '\ (~'~~" - o o .. C.R.P. 0812 RIGHT OF WAY AND CONSTRUCTION PLAN OAK BAY ROAD OAK BAY ROAD SWANSONVILLE ROAD WALKER WAY CO. RD. NO. 569908 CO. RD. NO. 514009 CO. RD, NO. 510009 M.P. 8.20 TO M.P. 9.61 M.P. 3.21 TO M.P. 3.02 M.P. 0.00 TO M.P. 0.10 OSPREY RIDGE ROAD PARADISE BAY ROAD CO. RD. NO. 510109 CO. RD. NO. 503609 M.P. 0.00 TO M.P. 0.10 M.P. 0.00 TO M.P. 0.19 JEFFERSON COUNTY, WASH. APPROVED: "s~,J 1- -, 1990 /. 'Q or ~j,5/~fP# 'h~'- /1..J3.-~ COUNTY E INEER CHAIRMAN, BOA D OF COUNTY COMMISSIONERS A'" , fj"";~'~.:~ , ~. .;:;,...; :\;~.... .~'.., ~~:~'\~W ~ RIGHT OF WAY PLANS SUMMARY OF QUANTIT11 ROADWAY SECTIONS ....... ROADWAY DETAILS "..... QUANTITY TABULATIONS STRUCTURE NOTES ",..,., DRAINAGE AND UTILITY ROADWAY PROFILES , DRAINAGE AND SEWER DRAINAGE DETAILS " PAVING AND CHANNEU: SIGNING PLAN ',. ,.", ,', SWANSONVILLE IN TERSE CHANNELIZATION ANI PARADISE INTERSECTlOI AND ILLUMINATION P CHANNELIZATION AND 1 DETAILS " SIGN SPECIFICA TION S~ ~......'~ - 0:'::> ,,' . 10 32 X I 0 [ L ...Q&IJ...Li o - o .. I C.R.P. 0812 IT OF WAY AND CONSTRUCTION PLAN OAK BAY ROAD t.. Y ROAD SWANSONVlLLE ROAD WALKER WAY . NO. 569908 CO. RD. NO. 514009 CO. RD. NO. 510009 20 TO M.P. 9.61 M.P. 3.21 TO M.P. 3.02 M.P. 0.00 TO M.P. 0.10 OSPREY RIDGE ROAD PARADISE BAY ROAD CO. RD. NO. 510109 CO. RD. NO. 503609 .M.P. 0.00 TO M.P. 0.10 M.P. 0.00 TO M.P. 0.19 JEFFERSON COUNTY, WASH. APPROVED: ,).5"',1 t. '{J ~~,:r ~~N~Er A,.., . ~~"~":::~' ~. .r.~"'i :I; ,'.",..' 11'~)'h ,lp '\olw:'IO:' , 1990 V ...z~<- (L ,II.~ CHAIRMAN, BO 0 OF COUNTY COMMISSIONERS lliI2EX RIGHT OF" WAY PLANS ..."..,,,,,,,..,,,,,,,..,,,,",,..,,,..,,'''''''' 1-5 SUMMARY '01" QUANTITIES,,,,,,,,,,,,,,,,,,,,,,,,...,,,,,,,,,,,,,,,,,,,.. 6 ROADWAY SECTIONS ..",,,....,,..,,,,,.....,,,,...,,,,,,,,...,,,,,,,"',,...,""" 7-8 ROADWAY,DETAILS ..""""",,,,,,,,,,,,..,,,,,,,,,,,,,,,.,,,,,,,,',,..,,...., 9 QUANTITY :TABULATIONS "",,,,,,,,,,,,,,...,,"""'''''' ,,,..,,...,,,, 10 STRUClURE NOTES ..""..,.."",,,,,,,,,,,,,,,..,,,,,,,,,,",,,,...,,'"'''''''' 11 DRAINAGE AND UTILITY PLAN ""'.."",..,...""",,,,,...,..12-14 ROADWAY PROFILES """,,,,,,,,,,,,,,,,,,..,,,,,,,,,,..15-16 DRAINAGE AND SEWER PROFILES ..,.., 17 DRAINAGE, DETAILS"",..,,,,,,,,,,,,,,,.... ,,,..., 18 PAVING AND CHANNELIZATION AND SIGNING PLAN ,,' """,' """",..', "",'" ",19- 21 SWANSONVlLLE INTERSECTION CHANNELIZATION AND GRADING PLAN"" 22 PARADISE INTERSECTION CHANNELIZATION AND ILLUMINATION PLAN "., ""..,,,,,,, 23 CHANNELIZATION AND MISCELLANEOUS DETAILS"",....",.",. 24 SIGN SPECIFICATION SHEET, 25 C--;---7 C) '~ir" .. , ~, 'It"'!- ,;<''* "/' ~., "I", ;-: .f""".,:i':;';!><""':""""(;~' "'''' '," :;,:,.:~~)7",7:J;?Pi':(,","':' ': -IJ ,: ..-t~:.,r,-")"" ''''n: .1:-.,', ,'. ,.......;,:'.....'.',," t.';:' .f:',' ,- c o .10 32Xlo ;,' - I' I z I <C . :x:t- t-~ a: ~. I <( ;:)( WU' -'0 Uo lIlW\ I ffl:x: -' t-' lIlU. -0 ~~ I, ~::::; u.<( ~a [ ::J:W t-:x: Zt- -0 !zl-, '- WWj ~5\ UCI) 0- I o!= ww: ::J:u ....i= ~o L z wen U:i:' ~h! 1 z l I :r ..~ 0 I I I 0 u I I I 0~---- .h.-Ll-LllLM.. o o .. A PORTION OF SECTION 17, T. 28 N., R. 1 E., END OF' PR~CT 51.... S07+50 OAK SAY ROAD ....P. SUI / 10 8!'~\oroli' V,",LLC>, ... SCAl( 16 _ 50' NOn:S: .... '",I.I1''',......JI... CARD WOHUM("'T L sT........n,'o O~ ....., IIDAD ......I.4i!l"T. -, A. Otoo Opt,,!., ~DCC ItDAD ",fl. 0.00 THI' DC''''1. IS HOT TO SULl .A" .... .2U7l001 '2197100 _ ~. flY "0 41'. ACS. 00" ACS HIlM1JCD n 0'0 ACL rU"M'lrtrD UDC.OW v.un <<aI. ..11 ACI. ... , "11f "AIN LM'I(T lICO .. OWNERSHIPS "S,H ,l,CS. COY OT Ula;T(""I~(D ~tlrn""lNED Nt A '._31 ACI. UJl'III"11C UlrlPlU*WCO LEGEND '''01'[11I,,' OWNrltSfllP HU,",IlCIt, ItlATUO'OTLlN[I .lHO \ c- ""OfIUry LINn ~ c o (~rJ , ... 10 32Xlo ~BIj ~ .,'......~.:.., l.:;"'{:; II': ' . ,:-::,.~~j o - o .. I "'ON 17, T. 28 N., R. 1 E., W.M. '. '.~" V I /1 CUR\f'E DATA P.I. STATION DELTA RADIUS TANGENT LENClH ,--~:I+e..J. ~,.. ""'."',44 10'44'53- U' ., ,.' I"ARADIS[ S....y RO 1+22.38 15"33'52" eo.OO' 51.52" 11.55' &+24.21 21'09'''3. ~.3a' 1711.48' M2.8e' OSPREY R/OC[ ItD "...211..., 5'00'00' ....00' 171.71' 31..71 SCAl[ I. _ ~. ~- -- -- ------- ...................... ~ --- ~ SUo. .....,.&0 DAM I....' ItOAD ".fI. '.UHT. . A, O. OsPRey RIPce Il0AD Y.,",O.OO fltlS D[f"i~ IS Nor TO S'ALC L WAY "'... ITA, .....3l..u CAstO NONuutNI Jlten JItCU ,"'n ~cn UDl.OW ......n. cow. 1ft. O."~T, flIl U W"''''''' ...., 41.. ACS. 00'" ACS I[t(MlINl"O nOl0,t,cs. tlrlll't"l",ro I,ta Ats. G U.N AC! OOV. OT KC.' UfftU-"IIoj(l) "'OCTt""I~IO AlIi '.us Aes. Ufrt n""INC'O UNDfltllMHI'O w OIARKI LEGEND '"oPell'" OWNUSllIP NUultUIS ~ !"LAncO l.0' UNU AHO \ (lit ,,,o.-CRfY LINn COUNTY ROAD PROoECT 0112 OAK BAY ROAD OAK lAY "0"0 SWANSONI,1LU ROAD WAUClR WAY CO. "0, NO. "'008 CO. RD. NO, 814000 CO. ftC. NO. DtOOOO ".P. 1.20 TO ....P. '.81 "'.P. 3.21 TO U.P. 3.02 N.P. 0.00 TO iI.P. 0.10 OSPREY IlIDOI; ROAD PNlADlst BAY ROAD CO. ':0. NO. 810100 CO. ltD. NO. 1S03e00 ~\,i~.'.,' W.P. 0.00 TO ".P. 0.10 iI.P. 0.00 TO ".P. 0.1' ~:::: :~.j'\ oOnIlSON COUNTY. WASH. ~~. , /.1 1C.tU.. rUT "S.~:,,.. ~ '90 i o ""IoI( \,IrI[l(Tr-IIr<<O OT"" AIICA OWNERSHIPS aIm I Of II APP"O~I l1~u ~!'f 1110 .€li1lR~N*" &. -- O(I~ t' '10 , i 3~X !EJ ("' ~.'-",.... ,--- [ ...... -~........ o .. o .............. o .. I I CURVE DATA P.I. STAl10N onTA RADIUS TANGENT LENGTM A PORTION OF SECTION 17 & 16, T. 28 N., R. 1 I 477+ .00 486+24.711 ".'+20.lt1 0!'l"48"S2 1O"te"ZI" 30"3<"2'10 , ..' H45.lr '72."' a.U' ''''00- 1~.1 7," 20!l.4$" JO!l.73 z <(, :x:1- t-~ ~::E, ~a uO 00 0, en Wi ~ ;:1 C1)u. -0 W> ::Et- <(- a::...J u.<l: C1)::l _0 :X:w t-:z: Zt- ;:0 Z 1-, WW1 ~E, UUl 0- O!:: Ww :X:u t-- ~b z WCI) u- i= ~: o ' z l I I [ stAlL: '" - &(I' ~<O>~ V' '.... I l I I ~ ~\~~~ o~~ (l;;j~'Q ~ ~~o ~~ 'IJ,. ~~p. o I !A.-!lWUl "'\ ,orIIU,I(LIIla:1 !"TH. Oil KCo t7." 60 131171002 ~["rsOUIlCU ""en NO ....... Tt""',N'o ou. Acs. 10TAL NllA " OWNERSHIPS "t~t "'N, 01 RC. " .. ARMI III TlON H.....' ..,. " (-o~---- c llBlllllllll'l M -.alllsldn. 2>1,,- O(~ . 0(' 10 32 X 10 ~ ., () - o .. I )N OF SECTION 17 & 16, T. 28 N., R. E., W.M. 1 SECTION 11 gl SECllOM" !/ il il n ~ ~<<J. ".\ ...~'\\.."'. <:;:\ , ~'f)\,.O~ 1; \,.~ ~~~ LEGEND "0f'[1l'N OWNERSHIP Jo/V"D[R$ ~ PLAntD l.OT WHES AND \ ~ PROPERTY UN[S ~CJ~ \,.~~ NOTtS: PROPERTY LINES SHOWN. HeRtON REPRESENT DtED POSmONS AND DO NOT REPReS(NT A rlELD SURVEY. THE: ALIGNMeNT or OI.l( BAY ROAD SHOWN HEREON IS BAStD UPON A COI.lBINATlON or rOUND ROAD MONUMENT POSITIONS AND CENTERLINE: CURvt DATA SHO'....U ON COUNlV ROAD PL...NS rOR LAn:RAL, HIGHWAY NO, 3 DATED MARCH, 1tit31. RIGHT OF WAY PLAN v COUNT'\' "OAD l'Il~eT 0812 OAK BAY ROAD OAK aAY "0'" SWNlSON\1UZ "OAD WAU<Dl WAY CO. RD. NO. se0101I CO. ftD. NO. 814000 CO. ltD. NO. 51000' ".P. 8.20 TO II.P. '.1' ....P. 3.21 TO ....P. 3.02 .. W,P. o.~ TO ".P. 0.10 OSI'fIty "'oct "OAD 'ARADIS!: IAY,~OAD co. no, NO, 510100 co. IU). NO, 11031100 trI.P. G.OD TO W,P. 0.10 M.P. 0.00 TO ....P. 0.10 IlIIOUt!CU "TN. 01 IIC. tJ . ,. ('~~'- ~~(.;) ~~ JEn'Eft1ON COUNTY, WASH. ..... .. """ ~''l'' i .0 . IIE'CUllen .AW' EnR"'P(O 0 1)1 ACt. O'AL M[A .. OWNERSHIPS ntllotHt "TN." MC. " . DO..... "'" ","OWlh ~!J .tUmi '''0 IHET 2 area (" - [ o...ci.:l 10 o '. ":\;~.-", 'i" :, ','I. of' ) ~Lll I,. o 32 X 10 -- I I z <(' :x:t- t-15 '3 ;:E, W~I -,u uO o OOW\' ff3:x: -.l~: oou. ~o, ;:E~ ~::::; u.< C1):::l _0 :I:w t-:I: zt- ;:0 z t-, ww, ~5: Uoo 0- o!= Ww :I:u 1-- ~b z woo u- i= :x: , 0'" z I .. ',V' ..." t l I I o I I o ~ I I I , r----- L 0 NOTCS: LOT LINtS !OtIQ\ItN HeAtON RCPReseNT niOSC SUOMI ON R[CORocn PLATS AND cCtO POSITION!; AND DO I~OT RCPReStNT A mLO SURVCY. nit ,\UCNl,l(NT or OAf( nAY ROAD SHOWN H[RtON IS PASCO UPON A COl,lDINATION or rOUfjQ RO.-.O UONUt.l[NT POSITIONS AND PLAT CURVC DATA. o o .. CURl/[' DATA P.I. STAl\ON DELTA RADIUS TANCENT LENGTH OF SECTION 16, T. 28 N., R. A PORTION ot......3J ,. 4. ~. I 1'; 1 ') I I I I I / I _------,,//./ ,I // ~ // --- // I I I :!:! " .".. .~.~\:..I:I\)\,x,...~5" ~.ti')~tt '\,r:I\'~ \ .:,. ~~~...... ;I uov. un :! LEGEND 1'fl000tlnY O.....UI$lll" NUUOr."S ~ ~~~ ~~6,.~I~r~ llt~n .211U001 rCl't MlOUlla.1 ,Aft NAWC Tl O.OU ~. .. .... . OWNERSHIPS !oj 'TN, tJI OOV, LOT' .... c G("j~ .;" 10 ~ -- 1 E., VI ----- ~~ ( !-...~ , %,.~~ ~~~~ @::.~~ ,,~,:-:,:-:,:,::,~':':'.: ....... .../,-- /' 32 X 10 .IIll.:i Iml"~) II G. --------------------- ----_______DIiII.I:l..e!;C.. ..... ,,\0 ~ ------- ~_ / 0''';;: \ ' / . ~I(;j. --,,' --./' ..' ...~" ""-;;'-~~........... ~.......- " \\ I(;j~ ~~,"--' ,"--,' \\ ~~""r.>.. \ ,"r;~'" ./.~~ --' ~ ce:. ~ ,"" ........ ....-:..... ~~,.,.,. ,~ "", ,......- ~...; tc\O',.-' ~~ ,.,' :', --' / ....-:::...d~' .... ~::..~'':::~......~:::/......:.",.;O. ...;.... .".",.........-~ .",.""" .;.:.:.;-:........ .".",,,..................~....-/.,,. .,-" .... .~1.... ."". ! /.,-:-::....~\~:/ ! /~............"'....-:........../'." ~/"\! ,,~~....~/...-/ ----- '~-rr. 'i --'./ .... ..//" \:"'i:';~";:":' \. '<-::'_~~:~';;;~'- ,." --,' .' ,--./~-..;;.~". ..-- ~........,.;" t~/ __ ,-.'-..-" ,"'" ........... ~ ,.> -..-- Ql.....,...............~............... - ~_... .-.....10.0~.. \$":'~' \i&.., :')'~... . ;..;t:~..I:I\\.,...I:.\...~ ~ .~)'j \ \..~.,\:\'. ~ ~ OJ. ~~~;...-' \ o - o .. I )N T. 28 N., R. E., W.M. ~ 1 OF SECTION 16, ') J I I / I . ./' " 1- W~~~/ "y /~/ \ ._1 /;/1 : ' /'/'/1/ , :!'! / I :Ui ,~~ ~(O. ~~tY-._- ~.\...~~.;,.. <~ ( ~'-~... \l?~~-1i. \l,...~S~\~.i~:.I...~. _........... ....----............ ----- ..............---:.-..-..-:::.. -.... --....;:,;........... ............~~.....- - ;;:............ . ::.......~...;.:;;:................ ~dl 4 ... ...... ........ (;OV, LOT :! LEGEND fl'ftOP[flfY O....(IIS1i1P HUUIl[1l1 ~ ~~?'09 ~iJ,.l~f~ LltlrS Pt:.T[IIt... o.on At. OTAL AIltA " JWNERSHIPS TOM... PlN, Of GOv. loT 2 AI ltfWoUtlC. NOTES: LOT LINC$ StiO'!'M HeAeON RCPReseNT nlOse tttO'M4 ON RCCOOOCO PLATS AND OC[O POSITIONS AND DO tlOT RCPRCSCtn A nCLD SURVCY. THC ALICNl.le,jf or OAK DAY ROAD SHO'IM IlCR[Otl 15 RASCO UPON A COl,lOINATIQN or rOUPID ROAD UONUUCNT POSITIONS AND PLAT CURYf DATA. ('{': ':" .,;' , .. " ,.' ,,\\ ~\ \ ""' '"~,,.:-':'jll'-~ ..m 3 llI'U (=W~""'"'__ - C .&Ll ~... 0C,.:) . ,. - ...........:..0... .' .,l.r::~~I:i..':.'\::....;5'. \l::l'~''''''~ ,,,'j;~ c_ " ~~ GO V, UH 1 ,'~ RIGHT OF WAY PLAN ;:l 4 'I. l ;;t; .':\, 'IX II '.~ , ':'~ ;l COUNlY ROAD PROJECT 0812 OAK BAY ROAD OAK IAV ROAD SW....SONIIIW: ROAD WAUCER WAY CO. I'D. NO. &10008 CO, IU), NO. 1114000 CO. RD. NO. 111??oo ",P. 1.20 TO ".P. '.'1 ".P. 3.21 TO U.P. 3.02 ".P. 0.00 TO W,P. 0.10 llSPIU:V AlDOl: ROAD PARAllISE IAV ROAD CO. fin. NO. 1110100 CO. ftD. NO, 503800 ...,. 0,00 TO ".P. 0.10 ".P. 0.00 TO ".P. 0." ~' ','i !: lIIEPTERSON COUNTY. WASH. IC.'l& If.... ~.A_P 110 ,.Y!!.OVCl_"'" ,~, lItO .~ T o '1 ,) ~ 1 1 1 1 32 X I 0 ",h '"FY t 10 ..tlI1IIIlI - ~~ :I:z I-w c: ~, <{ =:>, Wu -'0 uo ~~\ ~t- enu. -0 W;> ~t- (2::::; LL:3 enO :CW t-:x: Zt- -0 !z t-, WW\ ~5', Uen 0- ot:: ww' :I:u t-i= u.o -z wen ~~: o z (' [' I' i' I I I I I. I 1 l L I I I I I I :r' o (~--- boo: o o .. A PORTION OF SECTION N., R. E., V 1 - '., .;:;:;., Of PROJECT ~~~ 5+B5.78 WALKER WAY M.P.O,11 ..{~':' .:=:;. .{::.' ST OA -S WA r VOilE ~/DJfMj)OIR~a. 1" "'L~. ,'.......... LEGEND ~ .....[lny ~("SHIP NUWa[IIlS '"- - !tI.AmD Lor UN" SHOM~ ON R(PRESENT 'mOSt ~gi[~~[s ~~~ :J~[~[1D ,r['ams'1::.~y, REeORO[~OT R[PRtSEN AND DO IC BA'( ROAD TMt AUGHU[NT ?: 80:srO U:J>NutNU"'CNT SHO~ H~~~ 'OUNtU:~ DATA. ~~~~s AND PLA T ,." ( 0(:) ", "~~L--.:.. '.lIIIUl .t 10 I 32x10,1 JIlIlilllllllil! . "-':'..~,' " ~Yl?/"';-/-""r ' ~~ ~j:,. --.- -1. o - o .. I 9, T. 28 N., R. 1 L, W.M. R ATA P.1. STATlON DELlA RADIUS TANGENT LENGTH 447.,7.48 ....~.23"' 2023.21' 1!.4.to" 300.20' "I'~ 2M4.'" '.3T 318.43' ~T43'2 .....". ~2.1J" "".78' SECTION ~~ WAlJ([JIt WAY .. + , ~ ......3. ..."'.. 1n2"OS" lT03'Sr lI5.S" _37' 595.24' ...... ,00.00' 811.31' 1111.11' t,S.44' "'-'" ",'" . ~.. ./' ,,~,,4.' ~; ,;," ,,' "..,/ / ~/ ...-, ~'< ' / / ":./ "'./' \ ,.,... //' /' /~,:"~' ' " ,., / '.i::" , 5-~/ // ili .,;:.:~:;'.. \. ,., // '7/ "(' "''''' ~~, ", · r'T..u' -- ~~i ill ' ' '=:, ". I': , fTlF'J I I "1 ',' t1: I 1;1.: I. I I, . ~ e (Q)~1T 1J.D1OJ1L1O INlCOl. ~ i '''~ · ''''","'-__.'..) -'_ _.. I~.-~ jl.l ..--------------- SC.\lE: ," - 50' END OF PRO..ECT S1A. 5+85.78 WALKER WAY ....P.O.ll . ; " "~ ~ .I&-!U1.1Ll! e , " S1'" ..n.'748 i ~ !: . " it I, 111 tl1 TillE Ai>1!.iD II At TY / ,,'" · RIGHT OF WAY PLAN CCUN1Y ftOAll ""MCT 0812 OAK BAY ROAD ON< lAY ftOAll IWAHSOIl\'lW: ftOAll WAUCDl WAY CO. ltD. NO. 51vooa CO. ltD. NO, a14000 eo. fftJ. NO. 510001 tol.II, &20 TO ",p. 1.11 N,P. 3.21 TO ...,. 3.02 ".P. 0.00 TO ".P. 0.10 OSPREY 1lID0l: ftOAll 'NtADlSE lAY ftOAll CO. ftI). NO. D'0100 CO. RD. NO, 003101 N,', 0.00 TO N,'. 0,10 N,'. 0.00 TO N.I', 0.11 It CO..M'1'ClfC "UOUII'CC 1.01 Acs. leu ow WAIN. CClU III...... en ow..... N TAL AMA OWNERSHIPS 0.04' "cs. 0.. ACI. . . . 1.01 Act .... ClC'.....MO ,.... LOT' acSOtVl' M(A ... "A ft(y.utMI .EF'F'l:ftSON COUNTY, WASH. .........rm 'k - -LJ.J ,qo -- i o IHItT . t11 II APttROVEDT ..I..... ~~ ,tto ~~&If-(" c-.,.~~'_.. ._'~-- r \ ~.,' or.:> ,''I'' '-:,'" '"',':l~~:',:,":' "'"'~ 'T~' """:,-" .,:\'." .J"",..~"" '.: ,:.,:1,.1,:' <, 1[';" _,.\~.., ,t\(.i ',' ,;" '''' , 10 32 X 10 r - o -- o .. I 1I~1I''''. ,Ie' I CURVE' DATA OEtTA RADIUS TANGENT LENCTH A PORTION OF SECTION 9, T. 28 N., R. 1 E., r 7e'D<&'SlI 2:7'3.S'''~ 1~':ZS'10. 100.00' "1.8'" 8J4.05' 7&.24' ''''s,n ........ 132.''- 2:&W.5I' "7.14' "" Z <(' :r:t- t-tD a: ~, ~a; UO en 0, ~~i ...Jt- enu. -0 ~~ <(- a:...J 11.<( !!la :r:W t-:r: Zf- -0 'Z f- , ~~, ~ C'~ Uen 0- O!::: Ww :r:U ~13 Z wv) U- i=~ o Z I 1P'(QJ~lr !L(!j)[lJ)!L<O.lW INJ(()).~ ~~rE~ ~ ..' HE:;:~H""'E "z>~ .- 5\~> " ' /"'- )/ ... / V ,," ..,,; ).. .../.../-;~ :>~,;( ",. ,... .... '" ",' _......../"',t'/."", '~';""'''''''''':;''''/~if... :";" -......-... -....-,... ,. .." .-;....... -",. ~UA-.J.tl}J1 ...-........- ...,.,.,.",. ",,- I I --~ --- l 1- 'to Bt,.~ "...\.LE'1 C9l10l0J'J6-i'l "- I I I. N O"~"'04' "'" 2S.04' p" ST"'. ...UOll ~I... H:~:~::HV;; AB::A I. ..::::!.tCGOJ2Jll-D 11'" L I. c~~. :S~~l.Il.l''N~,9t' l T, ~~Dn- I ..~ ~~ ~" I o I.EGE"J NtOP(IUY OYlt>[ItS"IP NVuerlll~ c..:..:...0400'1I0 PL..ntD LO' LINn "''''J \ Of' PItOpt":T UNU NOTeS; LOT lI~[S !i~IO~ "['1[0,'1 RCPRlSU.! f\40f,C SHOVl'j:)N RCCORDCD rL""S A~D 00 NOT AlPRr.~lN" A rl[LD SURVEY, Tl1t RICHT..or-v...y t"lOICATtJ ON TtoIl!> S~1([T H"'S Dew [ST"'OL1SIf(O ny rVT'i C' PL:OIfO nIl' HIGNIJ[Nl SIIO'^,~ HtAtON IS [I~!tl') O'j ... CC/','R'NAilO" or rO~ltlD ROAO tlOM,,,,n.' rO~IT'ot.!i ...0 P~AT CUR'vt :""'A. o ... . - . ... . ~ I UAIH I OW MAlNT u Ow...&IN ....... T .....0 OWNERSHIPS W In ..1JtC'l' NO. . .... D'" .. ( ,.--..' ( - U-L~ 11 o (:) 'l1lIi.:IICI>iL... '10 32 xl 0 o - .IiIiiIl'." o - o .. I TION OF SECTION 28 N., E., W.M. 9, T. R. 1 (); 'fA ,-+ . RT CASl:O WONUr.l(NT IfVQfIlnr n..{UJ[j)lL~W 1NI~.2 ~fIll!E~ ~ TO 0"1< BAY-. \ BrGINNING OF' PROJECT U....Q:J.l~l~.,!_illt~Q.O,DO 0,1.1( BAY ROAD M.P. 8.20 RIGHT OF WAY PLAN COUNTY ROAO ....OJt:CT 0812 OAK BAY ROAD OAK BAY "OoAD SWAHSOH't1w:: ROAD WALJ(tR WAY CO. "D. NO. tlSltoB CO. ftO. NO. 514000 CO. AD. NO. 51??oo ",P. e.2D TO ".Pt 1.8t ".P. ~.:n TO .',P. 3.02 W,P. 0,00 TO ".P. 0.10 OSPPEV ~DCE ROAD PARADISE lAY "DAD CO. RD. NO. 8'0101 CO. RD. NO, ao:seoo ".P..O.OO TO U,P. 0,10 W,P. 0,00 TO ".P. 0.1' 1t[$OUIt, OW UNItT. :..!1.IOlJIlCU O....AlMl. CClU : II It' U Ow.. , HAIlE' 'AI. oVtU OWNERSHIPS JD"F'ERSON COUN,.,. WASH. ..... II ..... 'k.- -t-.U 'I" 'f w . ..., _OWll, ~'OOO ~'#'tli~ IHD:T . Of I. ('"""''';'-'' .-- c f)'(~ ,'J' ;,' '1'<' 'iqrM P-" Tin '~-'l 10 "J,,""", ,:,',-;:, -- ,{ ,,~ l :r 1, / 1 I ~ \ :1 :i l \ 1 1 j 1 0 1 \ l J I I ,l 32 X 10 o ........ o .. SUMMARY OF QUANTITIES ITEl' TOTAL UNIT n,. CR~P ,,"OUP ,,"CUP CROUP CROUP NO, QUANTITY , 3 . . PAEPA"" nON , LllW" $Viol LS, W08llIZA nON lllW,. SU" LUW" SUW LUWP SOU LUU" suw Llll.lP SU'" , ... ACRE ClEARI"'G AHD CRUIlBING ,,' " , "0 S.Y. A(WO"'NG ASPHAI. T CONe_ PA'Wt....[NT ,oa . '" L', R(WO..,NC ASPHALT CONe. CURB .. '" , 15000 L', R[WOVlNC TtUPOAAllt STllIPINC 15000 CRADING . 7040 COY, ROADW"" EXCAVATION INCL. HAUL .>0. ." 7 >00 s.y, ",..\/tU[NT R[PAIR oc"""nON IHCL HAUL '00 . 1013 C.Y. [WBANK...[NT COlolPACTlON .., ,.. DRAlNACE AHD SANIToVtv SE'llf:A , , C.Y. DITCH tXCAVAllON 1IiCl,. HAUL , " 7 TON UCHT lOOS[ IllPA"P 7 " '" L', UND[IlDAAlN PIPE 12 IN. 01..... '" " .. L', SCHCDUL! .. CUtY. PIPE n IN. OIAM .. " '" L', S(:HtDVLC A CULV. PIPE " IN. 01"'" '.7 ,. .. L', PLAIN CONe cut. v. PIPE 12 IN. D1AM. .. " , ,~ CA TCH BASIN l"rPE I , ,. ... C.Y. TN[N<;W [llCAVAnOH '0. " ... L', TESTlNC stWEA PIP[ 0 '" ,. ... L', PVC st\ili€A PIPE e IN, 01"101 0 ... " ,,, L', STUL CASlNC 12 IN, OIAlol. 0 ,,, >0 "0 L', SPEelAL PA\tO DITCH "0 " , U OlL ATtR SEPARATOR , SURrAcnolC " IUS C.Y. CRA'wfl BASI: I&lIS ,eo " '" 70N CRUSHeD SURr"'ONO TOP COURSt "0 .0 UOUIO "'SPH"'L T .. .,0 TON up",.... ." " "'$PHM T C~CfttTt "AIIt'-ltNT " un'-lATt gO~, CIlACK SUU"'O un'-lATt " ,,, 70N ASPHAL T C~C, '01\ 'AYCNtNT '''':'''''1''. C~, . 70 '00 " '00 TON ASI'llAlT COHC. rOR "AI"'"" 'HO '"L.t '00 ...1!.. -1', TON "SPHAr T CONC. PAV[utNT Cl- II "no ". " ,eo s..... AsPtiALT CONC. WA Io:",AY '.0 r"O$lOH COHTROt. " .., .c. see IN _ "An 11lNC AND UUlCHINC ", A'";;;- , '" , A?HAlT CN.lt' CUll 7" , 700 ., t...'-l GUAltD"AIl. T1'I' ,.... n. ONOP 7 700 'I ," t.r. A[AU CUAIln,,,,, , - , . '.....0 "OST "0 S< .. "" UAAnlUIl ...NCHOIt f'tT'[ .. . J.' .r.....CllAIlDAAll...NeHOIt " 7 " . IN W II 1ft. Tr!r...1JD r'lt-InrR pns'~, an ONO .. r ""~ ~ - ;z fi)" '''''. ' ~l " .L , :' , ,;, ," ':; '::' '\ I " ",," :, : I , <'.}' :"." ,';, ~,:" ',:' ';- ,:, .... :/,' '....' ~. ' ,":.':",,'::- : "~,'~:":, : '",~'." :>" ;' ,,",: ,',:: >,:: ':,",: ;,' ,~"':,': : ,::":',:" ',; \ :;,,:': (' 011... 10 32 X 10 ',:n SUMMARY OF "". TOTAL UNIT ",. NO, QUMH'TY 37 ,,. ,y, 2 IN, X 12 IN. n",seRS 3. "'oo l', f[l.lPOR.o.R'I' S'm,PI,.,C 31 "'OO l', SPECIAL PAINT STRIPE '0 "1120 l', SPECI.t..l PAINTED CORC STRIPE: " ,.. L.r. P1....snc STOP eAR " , '" PLAsnc TRAfT1C ARROW " , '" SPECIAL PA~l.lENT "'ARICINC .. ,.. HUNO """S[D PA'f'(l.l[",T "''''RIIED TYPE , " ," HUND. RAISED PA'o{"'E"'T "'''RI':ER TYP[ 2 .. LUUP 50'" e" PERI.IAN[,.,TSlCNINC " LU"'P SO'" e, SlCN REUOVAL .. LU"'P SU'" L,' ILLUI.II,.,Ano... S'1'!iTEIol .. '00 HOUR CONTRACTOR PILOTED TR...rrIC co...TROl.. '0 EST. a..., ...oOlTlO,.,AL C~TR"'CTOA PILOTtO TRAme 51 '000 UOUR TRArnc C","TAOl LABOR [ST. 0.... AbDtnOHAl mArnc CONTROL LAeoq '" " COHSTRUCl1DN $leNS CLASS ... LU"'P SU'" L,S I.IAI,.,TtNANC[ AND PROTtCl1OH or TRAF"TlC OTH[R ITtIolS " ,.. C..... STRUCTUR[ [XCAVATlON CLASS 8 INet. HA .. 300 sr. SHOR!NC AND CftIOSINC OR [IITAA UCA...". .. " S,Y CONSTRUCTlON C[OTtllllL.f rtoR UNO[ACROl. 50 .0 c..... CUVCL 8AClCnu. 'OR PIPE 8CDDI"'C OT " c."'. GUvtl 8ACICnLl rOR ORAl'" .. " ueAL WATtR ., . " ...O.IJ5T "'ANHOll .0 . '0, "'ANHOlt UNDtA 12 '" 4B IN. OIA'" T'fI'[ ., . '" AD.lJ5T VALlIE BOll " " ,", AD.lJST Ul'.INU"'[HT CASE AND COlIER ., nT, OOL ROADSlO[ ClCMlUP .. lUUP 5uu es TRI"'UINC "''''0 Cl.!ANUP OT LUUP SU'" L,S RrLOCAt[ r.tA.ll porn ANn SUJ'POJIT5 .. ,. ,", PLAsnc ORAlNAer. "'AAIIlINC - I :S u' .."". ..""" CROUP ,",OU. , , 4 0 SUU LINP SUW llItolP' SUI.l lUWP SlJI.l LUI.lP SUI.l " , , '" . 'J< , > ,.. , 4" ... ... '" , . '" , " , , 4ft 100 , . '" , , , 0 L- , o o - SUMMARY OF QUANTITIES ,ftu TOTAL UN" ,ftU CA'rP .."". '"ou. CA~P .."". NO, QUANTIfY , , 0 " ,.. S.Y. '2 IN. II 12 IN. TIMBERS ,.. ... "'000 t.r. TEMPORARY STRIPING "'000 30 moo "', SPEClil.l PAINT STMIPE 23500 '" "'20 "" SPEOAL PAlNltO CORE STRIPE '" .. ... "', F'\.ASnC SToP BAA ,.. ., , E~ PLAsnc TRAme ARROW , ., 0 .. sPECIAL PA'I[I.l[NT lIAAklNG 0 .. ,," HUNO RAISED PA'I(I.l[NT "AAKER T'fP[ 1 , ,," .. ,., HUNI). RAls[D PAII(U[NT "AAKER TYPE '2 ,., .. lUI.lP SUW "0, PEAIoIAN[NT $lGNING LUUP SUU ., LVUP SUI.l ". SlGN RtlolD""'L LUUP $V'" .. loWP $Ulol ". IL1.UUINA 'nON $~Tt... LUI.lP SU'" .. 100 HOUR CONTRACTOR PILOl'tD TRAf'ne CONTROL '00 " [ST. 00>., ADDITIONAL CONTRACTOR PILOTtO TRAmc CONTROl [ST. " 1000 H""R TRAme CONTltOl.. LABOI'l 1000 ., EST. 0"'- ADDItiONAL TRAJ"nC CONTftOl. LABOR EST. '" $,". CONSTRUCTiON SlCNS a....ss It '" .. LUUP $Ulol "S ,,""fH'ENANCt AAD P1tOltCTlON or TIlAITIC LUW" SUI.l Ol)lER 11[1.15 OJ '" C.Y. STRUCTURE EIICAVAllON ClASS B INCl.. HAlIL '" .. 300 sr. SHORIHC AIlO Cftl881NC OR txmA UCAVATlON lR!NOt "" " " s...... c~STIlueTlOtf C!OTunLL 'OR UNDrltCROUND ORAlNAct " .. " c...... CRA\'[\. aAC1l:FlL.l 'OR PIP! eroDINc 21.~ 31!1.!I 57 " C" GRAVEL BACl<nLL 'OR DRAIN . " .. " WCAt.. WAl(R " 5. . EA AD.JJST MAHIoIOl[ 0 , , " A EA, MANHOlt UNOF.R 12 n. 411 IN. 0101.'" T'If'! 1 0 4 " A EA AD.JJST "AL'o1; BOX 0 A " 10 EA, "o.JJST WONUU[NT CASE AHD COVER 10 " EST. DO>., ROADSIDe euANUP ST. '" LUUP suu "5 ,",'UUINO AND CU:AHUP LU"'P SOU " l.UUP SUU L.S. "fLOCA Tt ".1.11. BOX[S AND SUPPORTS LU"P SUU '" ,. EA, p ASTle: DJlAl"lAC( "'ARMINO " COUNTY ROAD PROJECT 0812 OAK BAY ROAD OAK DAY ROAD SW1.NSQN..,l.LE ROAD WALKER WAY ROAD CO. "D. NO. &nGOI!I CO. RD. NO, &14000 CO, RD. NO. 510000 "'.P. 8,3 TO M,P. 0,&4 U.P. 3.:11 TO M,P. 3,'3 ....P. 0.00 TO U.P. 0,02 OSPREY AIDCe ROAD PAIV.D1SE DAY ROAD co. RD. ,~o. 1510100 CO. RD. NO. 6031100 U.P. 0.00 TO U.P, 0.01 ....P, 0.00 TO 0.07 G> JEmRSo,.. COUNTY, WASH. '&'CAll IN ntT '~~ '~ i o .~~RO,It1l' &#-"80 ~ ...ttT . '" 25 \ __ ~{t:~ ~~-.J.~}J"" .~...... .J2iIai .......{""'.'''ii'',.:""''',<...., _...........~ ~....~ (:,,;.~~_.. ' 32 xl 0 (1.10 ,.~-~.:.---......."".........~ - .....:,;:,.,::".,,;.; ';'~"i~;:.~<J'j~.(:,;',~:.;'".'..; . ~~ J.' ~:(:~' - .......... - z <( . :x:t- t-~ ~ :E, ~B UO o ~~l' ~t- (flu. -0, ~~ ~::::; u.<( ~a :X:w t-:J: zt- ;:0 z t-, ww ~5'l U(fl 0- o!:: Ww :X:u t-- ~b z W(fl u- i= :x: , 0"'" z o o .. I r .....~f. .~ o~ ~~ 1 I: I ROADWAY SECTION A I' [ [ 1 I. I, I ROADWAY SECTION B OAK BA.Y ROAD ABC o 440tVO .' .' 11' .' 441UO .' ,.' 11' " ~h40to4U+1!I0 .' ,.' 11' " ~1+l!Ia 10442+10 e' ,.' 11' " ....2+50 e' .' 11' " 442+101044'.20 .' .' - - 443+2010444+30 .' .' 1.' e' 444 + 3D 10 444 + 4'0 .' .' 12' .' 444+80 .' .' .' e' 41S7+ 35 .' ..' ,.' e' 451+00 .' I.' I., e' 451UO 10UIUO .' 11' I.' .' 458+70 .' '4.2' .' .' 4Shoo .' 0.8' .' .' 41h10 .' 7,Z' .' " 4SIUO .' .' 0' .' 4l10.eo .' 0' 0' .' "'1 +80 lo,,:u 75 " 11' 0' .' ".'+50 .' 0' 0' " 4'n 00 10 ....... 00 .' .' 0' .' ~ i "l~'~ [ Q (~l) "'11I CONSTRUCTION ~ I A/W , 'i. ROADWAY SECTION C OAK BAY ROAD A 444+VO TO 454+00 3' 450+50 TO 4151 +00 3' 4S1 +00 TO 4157+00 I' 4&7+00 TO 468+50 3' 4611+00 TO 474+15 I' 474+15 TO 478+00 3' CONSTRUCTION ~~/W II. l' If ROtIDWAY SECTION D OAK BAY ROAD 4504+00 TO 458+50 478+00 TO 478+00 4110+00 TO 402+00 PAVED DITCH DETAIL , n 1~~~?J; ~ ".~,....." O.k D.y ROld U7.40 to 0450+30 AT t 10 32X 10 1... - I ~ :'\"\'t." ,.' o. " ~ (' o o o .. CONSTRUCTION ~ I R.lW , 'i I "~ I 5 / I - / - " ROADWAY SECTION C OAK SAY ROAD A 444+ DO TO 454+00 3' 45h50 TO 4151+00 3' 46hOO TO 487+00 8' 487+00 TO 488+50 3' 46hOO TO 474+15 I' 474+1510478+00 3' ROADWAY SECTION D OAK DAY ROAD 454+00 TO 011I515+50 478+00 TO 47'+00 CDUDD TO 492+00 PAVED DITCH DETAIL , n ,1{J~~. '.,,1~ V.'..;,..,' 0... l'lIY ROld 4'" 4010 450. 30 RT [ oc\~ .I2f NOlES: THE ROADWAY SECTION AS SHOWN REPRESENTS TYPICAL CUT AND FlU SITUATIONS WHICH APPLY TO ErTHER SIDE OF THE ROADWAY. & THE LOCATION OF THE CONSmUCnON CENTERUNE RELATIVE laTHE ROW CENTERUNE IS TABULATED IN TABLE" SHEET e. & SEe SPECIAL PAVED DITCH DETAIL S1A 457 + 40 TO 451 + 30 (RT) & CROWN WrTH 2% PAVEMENT SLOPE IN TANGENTS MATCH EXISTING SUPER ELEVATION IN CURVES 6 see THE SWAN$ONVILLE INTERSECTION GRADING AND CHANNELIZATION PLAN FOR GRADE AND PAVEMENT WIDTHS IN THE RADIUS j SEe GUARDRAIL/CURS SHOULDER DETAIL SEe CURB DETAIL seE SHOULDER RECONSTRUCTION DETAIL END OVERLAY OF EXISTING ROADWAY $WANSONVILLE 2 + 00 LEGEND J":i\....SPHALT CONCRETE PAVEMENT CI.ASS D, \.:.11,5. COMPACTED DEPTH (WEARING) f"i\..t..SPHALT CONCRETE PAVEMENT CLASS 8, \.:.11.5. COMPACTEO DEPTH (LEVELING) @CRUSHED SURFACING TOP COURSE I" COMPACTED DEPTH @GRAVEL BASE r COMPACTED DEPTH ~:~g:.t~~A~v~~fJ=~~~H~~rD~~~r~~H'~~~ (9S0ECI.AL PAVED DITCH RI:>ADWAY SECTIONS COUNTY ROAD PRC).I:CT 01112 OAK BAY ROAD OAt( DAV ROAD SWANSON\1u.t ROAD WW[R WAY ROAD CO. AD. NO. &eOGCII CO. RD. NO. 514000 CO, RD. NO. 8100ClO ....P. a.:s TO M.P. 0.54 ....P. 3.21 TO W,P. 3.13 N,P, 0.00 TO ....P. 0.02 MPIIE"l' RIDCI: ROAD PARADlst DAY ROAD CO. RD, NO. &10101>> CO, RD. NO. 503100 M.P. O.OU TO M,P. 0.01 W,P. 0,00 TO 0.07 UTtRSON COUNTY, WASH, o P.,ame..lx Inc, ~liJ/i~V z 1000 ---~ --- ii'" ' DlttT? or 25 ~ :~,'",;". ,\ A ,~~\. - ~ '0 rJ 32 X I 0 . f....: J; ...... -- z 1- ~...= 1-15 ~~, ," ~g Uo ffi ~i I' -'I- C1)u. -0. ~ >- I.',' ~~ u.<( ~ =>0 ~~ I: ;:0 Z 1-, I' ~~,J ::l c, Ucn 0- o~ Ww. ;:!:! ~b z ~!!l i= ~I o ,: I z _ ,V", o o v r f t 1- I. I I I I I C' o o .. TABLE A CONSTRUCTION CENTERLINE OAI< BAY ROAI AfW CENTERLINE STATION DISTANCE FROM I CENTERLINE 0' 0' 2' LT 2'lT 3'lT 3' LT 0' 0' 2' RT 2' RT " RT " AT 3' LT 3' LT 3' RT 3' AT 2' RT 2' RT 3' RT 3' AT 0' 0' 438 + 50 444+50 .....5 + 50 4"9 + 50 450 + 00 454 + 00 OAK DAY ROAD A . C 0 4904+0010404+45 .' 0' 0' .' .cDS + 15 .' .' .' .' 4OS+ as to 401 + 35 .' .' .' 3' 4" + 4310100 + 43 3' .' .' 3' 502 + .3 10 503 + 50 3' 0' 0' 3' 455 + 50 459 + 00 4150 + 00 484 + 50 455+00 "SD + 00 471 + 00 411S + 00 .711 + DO 483 + 00 "'3 + 50 481 + 00 41S7 + 50 489 + 00 490 + SO 503 + 50 '0\/ . un arm .p.' ........~ ROADWAY SECTION F SWANSONVIUE ROAD I O.SOTOO.DO I c ~ Jtdh , ROADWAY SECTION G PARADISE BAV ROAD A 8 C 0 o + 11I7.1. 30' 3.' 3.' .' 0+70 3' 3' 1 + 71,20 3' '3' ". .' . . DO 3' 11' '" 3' 3 . DO 3' 11' 11' 3' >/\<1' ' + 10 0' 11' 11' 0' ~ w ~p ~lli.... o.JjJ J81-"" . 1M! o t 10 32 X 10 L .h_J:Ik:L --Ll ~, r - ,,' ~ ill~ .' .' .' .. Do, .' .' .' .' 0' I - TABLE A o o CONSTRUCTION CENTEALlNE OAK BAV ROAD RfW CENTERLINE STATION DISTANCE FROM RfW CENTERLINE 0' 0' 2' LT 2' LT :)' LT 3' LT O' 0' 2' RT 2' RT " RT ,'RT " LT 3' LT 3' AT 3' RT 2' RT 2' RT 3' RT 3' RT 0' 0' Nn 0 ...0 ~...(.~ <JI:.... ,\ c "'-,JIq;:~._"m - o 43t1 .. 50 444.50 445 .. 50 449 + 50 450 + 00 454 .. 00 455" 50 4150 + 00 460 .. DO 464 .. 50 ..tiS.. 00 48D .. 00 471 .. DO 47& + 00 47' .. 00 483 + 00 483 + 50 487 .. 00 487 .. 50 419.00 4'0 + 50 503 + 50 roy . un orm c ."", ..;fr/ - ~..~. nF5, "'~i:;.:.." ..me Of I' "o.~A,~ '; NOTES: THE ROADWAY SECTION AS SHOWN REPRESENTS TYPICAL CUT AND FILL SITUAnONS WHICH APPLY TO EITHER SIDE OF THE ROADWAY. .& &. &. &. THE LOCATION OF THECONSTRUCTlON CENTERUNE RELAllVE TO THE ROW CENTERLINE 1$ TABULATED IN TABLE A- SEe SPECIAl. PAYED DITCH DErAIL STA 457 + 50 TO 458 + 50 (RT) CROWN WITH 2% PAVEMENT SLOPE IN TANGENTS MATCH EXISTING SUPER ELEVATION IN CURVES SEe THE SWANSOHVILLE INTERSECTION GRADING AND CHANNELIZATION PLAN FOR GRADE AND PAVEMENT WIDTHS IN THE RADIUS SEE GUARDRAIL/CURB SHOULDER DETAIL SEE CURB DETAIL SEE SHOULDER RECONSTRUCTION DETAIL END OVERLAY OF EXISTING ROADWAY SWANSONV1UE 2 + 00 ~r , j ", ,} .:t , ~ 1 '~ ~ ~~ ~\' ! 'l ( 'J 'i &. &. ,~ &. LEGEND 0ASPHALT CONCRETE PAVEMENT CLASS - B, 1.S- COMPACTED DEPTH (WEARING) f"i\.SPHALT CONCRETE PAVEMENT CLASS B, \.:/ 1.S- COMPACTED DEPTH (LEVEUNG) /3'\CRUSHEO SURFACING TOP COURSE 2- \,;/ COMPACTED DEPTH GORAVEL BASE r COMPACTED DEPTH G~~~gr~~~RBJ'J::~J~~~H~~ro~g~~~:H'~~~ C!)SPECIAL PAVED DITCH C!)COMPACTEO SELECTED MATERIAL I :l I W ; ~ " J i d :{ ':'1 1 'J :I i 'l ,1 'I J 0 ;! ,'.~ :1 'i j :1 32 X I 0: ROADWAY SECTIONS COUNTY ROAD PRo.I:CT 0812 OAK BAY ROAD OAK DAY ROAD SWANSONVlLU: ROAD WAU<[R WAY ROAD co. RD. NO. MODOII CO. RD. NO. 514000 CO. RD. NO. 810000 "'.P. 1.3 TO ....,'. '.'4 ",P. 3.:U TO ....P. .:s.13 "'.P. 0.00 TO "'.P. 0.02 OSPREY ftlocr; ROAD PARADlSC BAY ROAD CO. RO. NO. 510'00 CO. RD. NO. 603100 "'.P. 0,00 TO ....P, 0.01 ....P. 0.00 TO 0.07 DTEJlSON COUNTY. WASH. PJI,.metrl. 'ne. ,..0 - ---- --- 1"" "'/, :'-'.;"\ \.,' 10 .t' ~ U '." -- z <(' :x:t- t-~ ~~t Wu -' 0' Uo en w; ~ ;:1 en u. ;:;;0, :E~ <(- a:-' u.<( ~a ::J:w t-:x: zt- ;:0 zt-, WWj ~5'\ UCI) 0- ot=. ww' :X:u t-- ~b z wCJ) u- i= ~i; 0' z r' o o r [ r [ I: I: I. I 1 ,. I I I I I, I I I f ,('. .-'...~--,_... o .. o o SCE SHEET' FOR LEGEND SHOULDER RECONSTRUCTION DETAIL OAK BAY ROAD lOCATION 482 + 50 TO 05 + 50LT 484 + SO TO "IS + 30 AT TIMBER HEIGHT .' .' " AND ft DESIGN SHOULDER ~ PA....E WHeN ASPHALT CONe. e""" IS ustO. SEE ITP. P\..fJl '-2b. SU QUANTITY TABS IV't Ate CURB LOCATION WARD ,RAil/CURB SHOULDER DETAil " DESION &OJLOE.A " WlOENING CURB DETAil ~.&.. C Il!ti~ ~ .b.........:.. TOP OF 8' POSTS F'l.USH WITH TOP 2".12- .&. ElCCAVATE MIN S' eELOW ~AOE OR AS DESIGNATED 111 THE ENGINEER NOTE: I. CONDtTtONS MAY VARY IN FlEl.D 8 ACOITlONAL TIMBER H1EGHTS MAY BE REQUIRED AS DESIGNATED BY THE ENGINEER. 2. PLACE ADOtT1ONAL 6~.8".8" TREATED TIMBER POSTS BETWEEN GUARDRAIL nMBERS TO SUPPORT 2". 12" TIMBERS. ...... ~E)(ISTING GROUND lAPPROXI '!>")~)"lo)..... ---........ ............ o.,~,) .~u"", ,J::,. __ ""':";,btkI t ",,, CAlC BAY ROAD t & MATCH [MISTING MATCH [JUSlING ROI1D APPROACH PAVING DETAil (sa SPEC/AL PftOVISl0N51 BOAlUl!EIlllACII.&mlEllULE &TATlON LE" RIGHT APPROX. WIDTH RjW 431+15 LT. 21" RfW 447+10 LT, 20' RfW 417..00 LT. 30' U RjW4.'.SO LT. 40.... RjW 473...0 LT, sa' nfW474"lSO LT, 20' AfW 4.'....0 LT. 21' n(W "'7+20 LT. 10' R "'7..40 AT. 21' ope IV o. . ::~~~,'{::VO~y~ ;'i~V.~: :OO:dd '~,' .... ;".c, ";';'i',;,",. ":":')...:~;';~;'::,t"\r .;'.,;_,,(,"1; - 10 '~ .h.----------.... "l I ~ _C'",,_ I ,& SEE ROAD.IJ'PROA(:H SOiEOULE 'OR APPRCJIQMATE WIDTH & NOT 10 EXCEm FVW OR CON,TRUCTION PERMIT f.z~l1..~'i~'bEp~~ · ~. 32x 10 ~ JI1 .. .. .. -- I & EllCAVATE M~ 3' BELOW GRADE OR AS DESIGNATED B.... TME ENGINEER HOTE: l. CONDITIONS MAY VARY IN FIELD 5 "'COITIONAL llMOER HIEGHTS MAY BE REQUIRED AS DESIGNATEO BY THE ENGINEER. 2. PLACE ACOlTIONAL 6~d"J18" nlEATED TIMeER POSTS 9ETWfEN GUARDRAIL l1M9ERS TO SUFf'QRT 2".12" mASERS. ROUND CAPPROlll OAlC SAY ROAD Ii. & MATCH [)lISflNG &. MATCH [lUSTING --...... ROAD APf'ROACH PAVING DETAIL <<sa Sl'EClAI. PROVISIONS) BD.Ml.AefIlOACILS,C~EIlULE .. ITATION LE" RIGHT APPROX, WIDTH RfW 4'..115 LT. 25'. RfW 0447.10 LT, 20' RfW 457+00 LT. 30'" nfW4SI!ItSO LT. olD'." R/W 4"'+10 LT, 56' R/W 4'''''0 LT. 20' R/W 411....0 LT. 25' RfW 417+20 LT. 50' n U7+40 nT. 21S' ope ., o. . uAdmlf.lrv W'V Prll,.t. "olld "'M.,ln. 0,1.,. Prl'l.te nOld (-. - o -,,*b......-....LI b...': o o .. Rl I / ~ / / I lj\ / __ 20 I ,,~/I- r - ~l(!!TlliCl..'!?AQN~ _ "3::,~:..':1 I & SEE ROAD APPROACH $OlEOUlE 'OR APf'flO\I(lMATE WIDTH &. NOT 'TO EXCEro AM OR CONSTRUCTION PERMIT r~~~.Rl'Ji~EoE.~~ · C ----Ltl ROADWAY EXCAVATION DETAIL OAK BAY ROAD A 458 + 00 49' 451S . 50 50' 459 + 00 52' 459 . 50 47' "ISO + 00 38' ..eo + 50 25' . .& "'AINTAIN E'lQSTlNG PAvEe OlTCH 49+30 AHEAD &. CATCH LINE NOT TO EXCEEO RIGHT OF WAY. SEE DRAINAGE AND UTILITIES PLAN /1/$"" IIfl! ..r j ACP CL,B "I 'A :~ , 'I , ,~ , '" I; :~ ;1 :~ :1 " 'l'!, ,.! !. '~ 'I 0 ~f 'it I 'I 'I I j . CRO~ WI1H ",02 SUPER ELEYA1I0P<4 IN 1'ANO[N15, MA1CH UctS1lNQ SllPtR ELEYATION IN CURV~S. CR':lYIN SHIFT DETAIL (TYP) NT' ROADWAY DETAILS COUNlY ROAD PRo.A:CT 0812 OAK BAY ~OAD OAK BAY ROID SWANSONVlLL! ROAD WAUCrR WAY ROAD CO. RD, NO, I~OOOB CO, AD, NO. e,400D CO. ftC. NO. 81??oo ".P. '.3 10 .'.P. ..154 V,P, 3.2' TO ....Pt 3.13 M,P. 0.00 TO M.P. 0.02 0SPkEY' RIDct ROAD PMADlst DAY ROAD co. RD, NO. 8101011 co. RD. NO. 803800 ....P. 0.00 TO Y,P, 0.01 ".P. 0,00 TO 0.07 f' ~ IHUT. 0' R' -......... E) \,,) ....J .vTtRSON COUNTY', WASH. P.r.metrht Inc. ~J~~ 1.00 fF'c;::;.... .,,; 10 32 X I 0 -Ll:>....~ ~:'::':'-"""'.,~ {' -~ L ..drl - z <(. :x:t- t-~ ~::;;, ~a uO 000 en Wi ~ ;:1 C1)u. :Oi ::;;>- <(!:: a:-' u.<( ~a :X:w t-:J: Zt- ;:0 Zt- WW, ~51 UCl) 0- O!= Ww :J:U 1-- ~b z wen U- i=~ o z .,.. o o - t I I I. I. I. I, I I I I I I (' o o o .. QUANTITY TABULATION NOTE: - ;:;8 :~ ~N ~ THE $1m NlIIol8E1t IlU[AS .~ ~ u ~8 ~- ~N !!~ ~- " TO THE P\.AH SHEtT SHOMH!: t' h . ~ ~. ~:; ~~ ~~ ~~ ~~ ~ !i ;; g THE COHSTRucnON FUlVRt. ;~ g~ gg 0'. :'S h ~o ~ ~~ ;~ :';ffi ~lS ~- ~! "" ~i t- g. ,u ~f ~; ~~ ~~ ~! ~~ ~~ n ~~ ~~ ~~ ~~ ~~ i~ GOiERAL NOTES ~- cil 0- L 1. at..... QJARORAlL PlActWENT CAS[ 2. sa . COO, ST"1lOH $,Y. L.". t.F". " " " " ,., 'c $,Y. " ,,"0, UNO LF LF ", $TAHDAAO ~s C-2 AHO C-4. " R IW 41e+~~ TO 4S0+eORn '" 2. TYPE 2E AND 20 l.AHtNAAl(~S. 3. set $P[Cl"l PRO'llSlOH "AD-OCATE WAlL 11-21 II/W 43e..so TO ~OJ+SO "00 15000 3500 BO~S.. " R^" 461+00 TO 464"150 LT '" " IIIW 461+00 TO 4U+OO LT '00 " RJ'\u48H'i1i To.eJ"~ AT ,., 2021 II^" 460+80 TO 46."80 IT coo , , , " 'Ow 417UO TO UII+II!> LT '" 2 , " A^" .9'+'0 TO 4111+00 AT '" , " " , " AIw 4112.30 TO 496..00 LT ,., 2 .. ,,. , " IIIW 44""0 TO 441+110 Ll ,", " R"" UJ"D~ TO 444..40 AT ,,. " RhI 457.35 TO 4'i!I+11S AT ,,. " II Iw 411h.5 TO 41:11'1.. J~ ," 2 , " AIW ..IlIlH] TO 50;h1l3 ,,, , , " IRIw 440+00 TO 44:Hl0 A' '" " RIw H".~S '" ....2.." A' '" " R^"' .S7.'0 10 "51+00 L' '" " R w .i7+J5 1"" .'''.'5 A' '" " IRhI .il+.5 TO .'ht5., " PItOXCT TOTAL '" ,., '5000 '" '" 70' . , " '" 5000 ,.. ,., 2;50 '" , QUANTITY TABULATION NOTE: " ~ THe SHIXl HUt.lBCR "Ems ~ ! TO ~C PLAN SHCET 910WlNO I t THC CONSlRUCnON rtAl\JRt. d 3 !~ ~! n 1T41lON If [C, ,. , SO.I' " " . "51l.91l2Il'lT1 " " RIW .57+30 A' " " II hi 4th" " " P1I0.30 " .. O~ 0""5 " " IIIW .98..1 ,. " IIIW 41UO~ IU , , AhI .1l,.5!. AT , , RI\IIUh.O'" , , RhI tIl5.'O , , " IlIW U,.U " , " " . '''''' , " 'NW l'It4n t1 .1111 "' .. .It) , , " ..,.,,1.,nlll , , """'.'hU"II'" , , AI\II 41"'0 IT '"l . , 1111oo."'_0 , , , 111\1I411.00'" , - .!L ~'"' , I o~--a.-;--;' " '" I 1Ih1 'Olt O' T .. '111 , '''~~TmT.u '" . , c E) " ;> 10 : '", ,e '----- T ~\f~ JL;I1 QU, NOTE: THC SHUT NlAlBEIl AUtRS TO 'IllE PlAN SHaT SHO'lllHG THE COH$TRUCnOH F'tA1\lRt:. CooE $T41lCH " . " . II W 47".53 LT II w 479.00 LT '9 III "9~.1I1l RT ~, S I.J~. 7" P.T. 21 A w.Je.lls " . " . " . " . "'2.7000 P.' " II W .ill.J1-.... PI PROJEcT 1014l. ~) ~ 32 X 10 ~ ll>& - I fABULATION ii~ ~- ~- ~ f) ~ ~~ l~ ~i , ~ :'5 ~l :! . it o~ ~~ gl ~~ u~ ~~ ~! ~. w~ ~~ ~~ t;i~ ClIEM:R~ HOTES ,,~ ~~ S'I'. " 1..,-. u.. " " .. 1. 8tAW CUARORAIl PI..ACDlEHT CASt Z. SEE STAHOARD Pl.AHS C-2 AND C-4. 2. TYPE 2t NlD 2D l.AHDlAltIC[R$. ,."" """ J. SEt SPEOAl. PftO'MtOH ~El.OCATE WAl1. BOlCtS.~ , , " , U. I ,.. ,,. ,38 ," , , ,,, I , '" '" '" I,," .. '" ,."" ,.. ,., 23:50 '" J rABULATION ~ i~ !;Ii ~ (---0- c o o .. 'i~ ":t " * ;\i> QUANTITY TABULATION NOTE: ~ ~; tHE SitET NUUBER flUtRS " !8 ~ TO ~ PlAH SHUT SHO'MNG ~ ~ ,,; THE CONSTRUCnON ftAl\l1tE. ~~ ~~ ~ ~. ~~ ~2 22 2~ g~ !;Ii coo< STATION ,~ [A, [A C, " RIW 442+3S IT I " . "71+70 LT , ,. RIW "04+$3 LT , " R/W 479+00 LT , " RIW 40S+811 RT , " A/w 417+10 FIT , " Ft/W .911+1l11 AT , " S 1+32.7; P.T. , " A/w 4)IH8S , " R/W 443+03.33 , " R/W 457+17.11& , ,. r"w 4aO+lJll.40 P.t. , ,. R/W 477+11309 P.T. I ,. R^" 4118+2..'8 P.I I " A/W 40:'70,00 P,l I " Alw .9AUI... PI , I.. AIW .GA....n IY I- A 7+ T I.. A/w .. ,:,.,n IT "/lO,,(Cf TOTAL , . . CO, ~~ ';[ ~';t c.~ 'i~ tt ,}: ~J i~ :1. /1 :i ;~~ :IT ~J; .J , ...~ ,,;;; } 1 COUNTY AOAD PROJECT 01112 :'. ~:1 ~ "~X a '} '?} '.~ ,:1 ~. )) :,i (I 'i:~ :f4 1 "1 '8 1 li~ !~ }ir ;N I .~ ,~~ ,J J '.,t .i.".'!l.'.!,' f. ; :,.".~..,. "~ j 32Xlo' OAK BAY ROAP OAIC BAV ROAD i SWANSONlJIl.lt POAD WALKER 'WAY ROAD eo. AD. NO. '80908 CO. RD. NO. 1514000 co; RD. NO. &1QQOD I.l.P. 8.3 TO M.P. g,'4 lA,P. 3.21 TO M,P, 3.13 M.P. 0.00 TO U,P, 0,02 OSPAtyJRIDOC ROAD PARADIse BAY ROAD CO. RD.'NO. &10100 CO. AD. NO. 503800 M.P. 0.00 TO lA.P. 0,01 IrA.P. 0,00 TO 0.01 II) ~rr[RSON COUNTY. WA!iH. o P.,.metrl. Inc. APPRO'f1:D' 1'1':2. COUNTY tNGlNttR '''0 ---- --- T' SHEET 10 01' 2S ....,n' ~' f)~'~ 1(:\';,< ~ 10 ,. "J J:' ~.; ,~.,~ , ",'-"'.;'., ;.{" , _."),l,.~..::F,t~},:.~r,:~~),~:r,:1;"'f" :j'\ J .. _ .. .;;.. -. ~.~... L:~\''i;.' t' " y - I I z r ~t-= t-~ ~B;-r dg ~~i [ C1)u. -0 ~~: I: ~::::;- u.<( ~~ I: zt- ;:0 z t-, I'. ww, _ ~5i UCl) 0- [ ct;: ~~. , I- i=i ~ 0 l W~ ' ~:i:i bhi z: 1 [ l :r" L o o , I I ~ I , :C~M - 1 o o .. STRUCTURE NOTES NOT[- ~ , gp~ l ~I ~ g~ ~~- 1Ht hlSf NUt,l8ER 0, ..COO("' ~ ItEI'Ul:S NUwllt'1Il ~~ 5~ <l~ ..- ~ ~ ~ ~~ ~~ ~! i~ ~ '" !HE !HE ~~ ~~ ~. 0\5 ~Q e s,,,"'" s ,. ~~ ~15 ~t ~. !H' ..Aftn~[SHEtT. Sd i~ ~; ~; ~r 0- o~ ~. . ~ }~ ~~ ~3 .g r""". ~; ~~ ~g ~~ m~ 00 ~3 ,~ ~~ ~~ <3 ;~ .~ C[NEAAJ.. HOltS ,- ~ .~ 3. I. AE"O~ [X1S11NC COLVERT PIPE: IN ITS [NnRtTY. ceo, STAllCH t.Y. ,... L.". Lr, Lr, Lr, [A, e.y, Lr, Lr, L.". ,., C.Y. e.Y. e.Y. S.Y. [. 2. erVELlO [NO StCnCHes) RCOlJIA(D. 12-' A/w ~3+20 AT , , , " J. Sl..Clf'[ TO PROVIDE $"tAU SEMEN [DC( or "',,\"[I./(H1 AND BII(( PAlH (4&lHO TO 4el..&0). 12-2 OS 0+20 LT .. AT " , 4. nEW BE'o'tl.. [Xl$TlIlC PlPt. :.. R(I,$O'ff; PORl1OJo1 OF" [XISTlNC PIPE AND CONNeCT 12-3 os O+215tJS'U TO 0+3.4 2~'RT .. " . , TO CATCH BASIN. a. R[UO~ A PORl1ON OF' THe [KISlINC CULvtRT PWE. BEVEL [NO SECl1ON. 12-4 AN 497.28 TO 497.411 AT 0 , 1. IN$TAU. STEEL CASlNC FOR FUTUR[ FORCE WAIN. CAP 80TH [NOS, DEPtH APPRO.. 4'. 12-5 R/W 4111425 TO 497+:1:1 ItT 30 0 , , 8. CULvtRT EICTtNSlON. 12-8 OS 0+52 ., TO P9 o.+811iRT " '" 0 , 12-' IR/W 4i4+150 ", , 13-1 'R/W 488+00 AT 0 3 , ',0 13-2 AN 485+S0 TO 485.70 Rn , , 13-3 ruw 4112.oo TO 4lU.SO ., '" " " " , 13-4 RN 481....0 TO ..111.15 tRT 3 23 . U 23 I3-SR 411.40 LT., Rn " .. , , . 13-1" 477..nI'AT TO 481+40 AT '" <a, " , 13-7R 477.40rAnTO ""."0 LT " " , , 13-IIR 4'iUS LT., RT\ , D3 . 14_1 It 457+40 TO ..59.30 AT to, , 14-2 It 45"'.15 TO "S8+25 AT " " 14-3 WfN 0+40 r"'Ln (40'An .. " ." , 14-4 WI 45a+1!I5 tl.n TO 457.50R " , SHIrT TOTAl 3 , '" .. .. .. . ,.. ... m to. I ". " U " 3 STRUCTURE NOTES ~t\i~~~ ~ ~~ >'~ <Ii f ~~ ~ !! ~~ II ~r- liMitS ~~ ! ~~ 2;J 5~;~ E ~i ~~ ;~ t ~ U ~~ Ii ir s; s; ~i r U h }~ Ki ~. "OUNO ON SttaT. ei ~; ~l ~! ~~ ~~ U u 1iI~ STATION C.V. y... L.... .r, Lor. L.r. "" e.y, Lr, L', L.r, u, .V. e.v. e.v. s.v. o. 14.5 ,Ow 4 !I II HOU"", '" ., I,S , l4.e A W 4..3.30 TO 443+50 ItT (.. , ". [,,' 14.7 S 0.25 TO ItIW ....'.00 ItT , , 0 0 " awn ...., . , . . , 0 '" .. . . . " .. . ~ N..., Tn'" , .. .no .. . I... I o. (.. .. , ~ ~ ~ c o~ , .n''''r(:t,~:'H'.-t'' ,~J i)::~:'~;'!)~:;':,>" ,'" . i< .:..1~'. Id 32 xlO~ ... . ....,':.:..:.. - I TURE NOTES ~l ! ~~ ~ i!~ ~ if' ~!- ~ ~ h ~ ~= ~ "'! ;~ B ~~ ~~ ~= ~r ~~ ~Q 5- iS~ ~~ u~ 'i (i ~d ~3 ,.,g ~~ ~~ ~~ ~!' ~~ ~: d" ~~ ~u h '. ~~ .0 !:;;~ g~ .~ ii~ U CEN(IUl NOTES ~O 5_ L', ,^, e.y. l.r, l.". L'. " C.T. C,T. e.y. $,Y. ,^, I, R(UOVE EXISTING CULVERT PIPE IN ITS ENTIRETY. 2. Belo'CLED [NO $[CT1ON(S) 11[00111:(0. , , 1 " J. SlOPE TO PROI/lOE SWAL[ 8El'tIotEN EDct 01' PAVEMENT AND 911([ PIloTH (481...0 TO 481+60). .. 1 .. ncw SEV[L EIllSTlNC PIPE, .s. A[I.~O'o'E PORTION Of' EXISTlNC PIPE AND CONNECT " . , '0 CATCH SASlN. a. A["'O'o'[ " PORTION Of" 'J)l[ ElCISTlNG CUlvtRT PIPE. BEVEL [NO SECTION. . 1 7. INSTALL STEEL CASI'IG rOIl ruruM[ 'OfteE .....IN. CAP BOTH [NOS, OEPDi ","PROll. ",', " . , , II. CULVERT [lfTtHS!Otl. ,. '" . 7 . , , ... , 1 " " " , " , ,,' " " " , , . .., ." " , " .. 1 , , " . ... " " .. ." , " , .. . '" ... 13~ ,.. , '" " " " , 'URE NOTES ~ r ~ H !i ~ ~!'- ~ ~ ;~ h ~~ ~= ei ~~ i , is- U ,,~ d~ h ~i ~~ .,g ~~ ~ ~ a!' ~~ "~ ii~ ii~ ~~ n ~i " !. c.y. lr, L.r, " ,^, C.T. e.y. e.Y. 5.'1'. ,^, ;;;- III " , , ... " , --;; . " , u, . . . " I 0 . . ~ ~ '" .. ,n I". I . . ;-;- ;-;-. ~ (" o c Jill o o COUNTy ROAD PROJECT Oel:2 OAK BAY ROAD OAI( BAY ROAD SWANSON\1LlC ~OAD WALI<CR WAY ROAD CO. RD, NO, :\.UOO" co, RD. NO. 51400; CO. RD. NO, 51000g M.P. e,3 TO "'.J. g,'" !.l,P. 3,21 TO M.P. 3,13 ,""~Po 0,00 10 !.l.P. O,O~ aSPR[" RIDGC "OAD PMADI~C BAy ROAD CO, RD '10. 510100 CO, RD. NO. ~0360g M,P, 0.00 TO M.P. 0.01 ,""~Po 0,00 TO 0.07 SHeCT" or u o:;~ ',":';;:0;,-:';'; J[rrCRSOrl COUNTY, WASH. o AP!"ROVED; ~_1000 (1u1rr-&~ti~ .r.m'trt. Inc. ---.... ::::::----..... . 'i.~ t, . :::..-_~-, 10 ~ 32 X I 0 - I r z <( . ::J:t- t-~ ~~; ...JU uO o en wI' ffi:x: ...J t-' enu. ~o, ::E~i ~::::; u.<( ~a :X:w t-:x: zt- -0 !z 1-, WW, ~5'1 Ucn 0- o!:: W Wi :X:u t-- ~b z wen ~:i:1 b'"'" z r F I: [ I: ,I I 1 '.V".... i l I I ,0 o I I I I I P.l. STATION L1 " 411+20.87 30''''''21" "'9+31._ to......S,S. 1+22.38 lSS'3J'~2 R o '0'00'00. 8'00'00. 71'JTl1" ATA RAOIUS sn.le' .s....". 80,00' o o .. TANCENT 15e,IlO' 111.13' 51.!~2' LENGTH 305.13' 1711.13' 81.54' A PORTION OF SECTION 17, OlD CONSmUCTlON .. . ....p.IU4 ~Ut .fIlr.~loIP1 p.o.e. R/W S1A. 408+112.50 OAIC BAY ROAD ".P. '.45 ... P.OT. OS Sf"- 0+00 OSPRtY RlDeE ROAD ",I'. 0.00 P.D.e. R/W Sf A. 41l1HlItl.92 OAl( BAY ROAO ".1'. '.45 ... P.O.T. 1'8 Sf A. 0+00 PARADISE BAY ROAD ....P. 0.00 R/W T8M E1..EV 107.02 VlC.SfA ~99.28 38LTI SE RIM OF HAND IoD.E W/OIAMCWO PLATE AT THE SW ~ OF POWER VAULT. p.e. Illi!!R- '''c:t4T or WA'( POW[R_._ _,_ u_..---.--- ___.___ 'ltLtPHOHC-I- _,_ WATt" -.._ _._ lWlSTlNC rocr PI' rAVE" ."''''__00_00...'' Tll[~SIOH CADLt-,. _ _ CALL 4B HOURS BEFORE YOU DIG 1-BOO-424-1515155 JJl!m'-- [W1S'ftHQ uClNu..rHT rllllTlNO IUItr.&CC 11tA" [WIlTING IIl11tR t.I...kHOU f"ft~OI(DRlII("l,lo\HI1OU: I~I~~ :;'~~riE WAHMOU: r.~'i1:,j'~".'It. "lit. 'lllnHG W"IEIf VAL"': o o . ~ i' . . , ('7'=;_' - ,', t J LIb. ( :-- '.e,C~ , . '"',I'",:''''''' IEJ ,-- co.-, -", " "1, "'*' ~''-',: '~';'" ';~>~;i..'11\:;:::>::;""""':' '~i '/:": ':~; , . T. 28 N., R. ~ " " " " " " --"" .., ___t.:____ __ S "1"01",18- W --.......--.;....,.- \\"-. \\\ " \~ u [ 9111 VIe STA, 49&.20 C""O LTl NW COR. or PAD 2' leVA IN LANDSCAPED AREA REMOVE AND RESET MArL BOXES SEE SPECIAl.. PROVISIONS ~\) I ,. ..~.'V V)J' .III 32X I 0 ". "'h.... I o - o .. I PORTION OF SECTION 17, T. 28 N., R. 1 E., W.M. s e''01'JIl" W \\=~- '"T \\"'. \\\ " '~ P.C. " " " " " " ,. -- .;y--- t1u. \ ", \I 8721 Vie. 5fA. 496.20 C"O LTI NW COR. Of' PAD 2& ICVA IN LANDSCAPED AREA P8 1+'~.21l P,T. C0t0l5TlfucrlON t GRADING, DRAINAGE, AND UTILITIES PLAN ~ II.Cti'tY' 'II." POl'lt,.-~- _,_ SCWl{It-.- _._ TtLfPHC)f,[_I_-I_ """Ttlt-.--__ r:rlsn~Q rocr Of ",.\01:', --.........---.. 1"[1.[~S10tfCAIIL[-"'-- COUNTY ROAD PROJI:CT 0812 OAK BAY ROAD' OAK lAY "OAD SWANSQN\1U,.E "DAD WAlJ(ER WAY ROAD co. RD. NO. a'~'08 CO. no. NO. 5'4OOt CO. ltD. NO. 010000 ....P. 11.3 TO ....11. 8.54 N.P. 3.2' TO ....P. .1,13 IA.P. 0.00 1'0 ".P. 0.02 OSPREY fUDCE ROAD PARADISE lAY "DAD CO. ftD, NO. 510100 CO. RD. NO. 803800 "'.P. 0.00 TO IrA.P. 0.01 ....P. 0.00 TO 0,07 ~ll'JIN_ [ll'Isnf/G UClHUI.IOH ElllsnNG IUllrAC'[ pun r...snNG K~" UAIlHOlr ""01'0110 stllt" I"......OI,.[ [JIlI'flNQ ltLrftH()f.l[ UAHHotr l/:lI'ISnNQ .....'" BOil r~:i1l:tl~""'\t,, urltlt tXlIllHQ WAlt" \lAj.YI: o o ~ W . . . ~~ / /. \~:v t:y' .El'F'EA1ON COUNTY, WASH. o 'f...' _ -t...J..J ~- - "'P~O\tl) '9" i P.'lmetrl In., '''0 _...c-._ /;;:"-- ~ .. 12 0# 2' .......... ( - ........ ,.~..., ~~. r ....:.; .:..:~. ~~ ; & (iJ> : ::. " ' ";;Tr:::~::::J,::',\',;t..~,,}~;.,,",::-,-,,: " "';~,;;r.:t::!:".~:;;!(;;;, ...~,\J:~.':\:i"--.>,,~':: "<\'~:~~:.:( , .;\;/\ i~"~ 10 ~.,','. 32 X I 0 "~"~ o -- z <(0 :x:t- t-~ ~::E, ~B\ uO o "'W'\ fil:x: ~t- C1)u. -0 ~~. ~::::; u.<( ~a :x:w t-:x: zt- ;:0 z t-, WW, ~5" u'" 0- o!= ~~i ti= _0 z wen u- -:x:, b....' z ',r o o .b......-..LL co I f f [ [ [ I .I t t t I. I I r f o o .. CUR DATA P.I. STAilON " 0 RADIUS TANGENT LENGTH . 41111+111.'" g....33. 5'OO'OO~ t14'.I:r 87.6&' 1IUIS' . 477+8:109 "41"'2- 10'4S"02- 7." fUI)' 51.l!I" . 486+24.78 IO'UI'Z'- 5'00'00. 1145.112. 103.00' Z05.." A PORTION OF SECTIONS 17 & 16, T ~ ~, ~ ~ -::, 'I .. . ,. - CALL 48 HOURS BEFORE YOU DIQ 1-800-424-5565 D'" " .. o c oC) . IIJilliI1. -=:=~___ ~-- a.T--==";'::~'='= ____....1___ 0-' ------- ! . n i ~ ; -:: s ~ ~ i: ~ .. S ... EV 7264 "It STA 4B1_IOI3t HIGH POINT 00 CO AT SW SlOE Of; NE' HOLE or PUGET PO VAULT W'TRAN$FI CONSTRUCTION' -= -'-\lIIi~ - ~ i -::, . ~------------------------------:: ~ ....!!..,. W ) ... _.._..~.._-....------- ~~=~==~~:::~------------ :-~ ~:~D-=:~"'" 'D'D ~1~~1S~~~ l61'LTI rtf* 46hla..1 ",1. HIGH POINT ON POWER VAUl.T BASE .p. IN PUGtT ~ .~~TH:~~J~Jf;k~ COR. Iill!!2-- II'ICH101 "'u_____ "011I(11'-'--'- 1I~'Il('-.- -.-... 1t~[PIlQl<j[ .- . - -' _... "'tt' --. - - .-,.... [11'TI..Gt~ i:)I~..~',.................. tt~t~"OtoCtll.[-"- .l.I!!JU- tllsnNG "~~'U['" II'S~"'~ '>lllrtcr I.un rll'''''''' "totll "'~"Ol,' "'o-o,rC! Slll'I'J1 "'...~"OLl I~l~=i :N:~ir:[ ".H"~r r~ftl~r~:TtIl ..[1"[11 '"',"H~ ."'11 v~>I[ i'" ............. . II i . . . ,/ ~i'\ \\). 10 32x I 0 - I A PORTION o o .. OF SECTIONS 17 & 16, T. 28 N., R. 1 E., W.M. ... ... $ $ " - ... :;. ~ ~ '~ '~ ~ ~ 1IIlI:"..."" ... $ " V 7 64 VK: STA 4E\h10 136'RTI HIGH POINT ON CONe. SlJRF AT SW SIDE OF NE'I.Y LEFT HCl.E OF PUGtT POWER fJ)C ~.,' VAULT W/ TRANSFER- 9025 CONSTRUCTION PERMIT -_-:==:~--- ~--:;~::;:=.:-=::=:-=.:- ______.1____....... :::...",,--- .-' , ~ ;; . i> I... ~ ~= -- ;, ;,'8 -8 ~~ .!:;~ -----::==:-:.~:. I ~. ~. ~ .. ~ ... t ~ ~ ~ l ... i ______________ Ii ~ _____________________________________________ ~,~ 0-"< BAY RoAD ... . CO. RD. folO. MIIOOB S .....5'5'. __________________________________________ ~& TO OAK BAY ~ -~ ~. ---::.:~-:;:_---~-===~=~=---------------.~~L~::------- !~ :~=<:~:~::".." GRADING, DRAINAG~' AND ~~~t~I~~o;.~w~ET UTILITIES. PLAN ON U:'T HOLE IN JE'LV COlt. O'.YNJLT W/TRAH5'ER ....'1.4. P,l. COUNTY ROAD PROoECT 0812 OAK BAY ROAD ~ Jllc...' t:JI ..n_____ 'Ollltlt-,- -'- IC'IIl.-w- ---- ft~fP14~[ -.- . - -'-" ._n" --.- -.-...." rrlStl'llG (C>G['" ""vt" .-.......... n:~[~SlI>o C;...! -.. - --.. OAK BAY "DAD SWANSON"'LLE ROAD WAUCER WAY ROAD CO. RD. NO, 5OD008 CO. RD. NO, 514000 CO, AD. NO. 510000 ",P. 8.3 Tel ".P. '.1S4 ....P. 3.21 TO ".P. 3,'3 ....P. 0,00 TO ....P. 0.0:1 OSPREY RIDCI: ROAD PARAllI$t lAY ROAD CC. RD. NO. a10100 CO. RD. NO. 5O:JeOD u,~. 0.00 TO "'.P. 0.01 M,P. 0.00 TO 0.07 11'<IM- 1.IS'1~' ",~~'ut.., [."rM S",,,tCt '""" 111'Tl~" K.r.tIlt,U.!'tHOl.[ ..IIe-OUO Slfllfll "A"I"OL[ l"In/lrfC n:LIl"H~[ "AlfHOt.t [1111'1"" WA", .0' '~ifi,~r~:ftll "[11_ [111""'=""'111\1",,0( ,t i . . , .'\;1 (':'\1' 1;:'" \\)/ .urERSON COUNTY. W4SN. IC4LE IN nrT ~-.A_~J' ''l'' o S8 HOURS : YOU DIG 424-5555 .C"-.'o-' ,. .,.metrl. Inc. ~ ,4PPROVQ)-"7~"'O t" IHrtT 1:\ or r~ [~ .'O~~i~ ;:....\' ),\;;'< .( '; ;'. :'~1;.': 32xlo' 10 ":.\.\:::,j!::;; , .','..,.....ii"i 17""" o - o .. A PORTION OF SECTION 16 & 9, 1. 28 N., R. 1 E., \ I .. 0+ea.44 PJ. z <( , :x:t- t-~ ex: :i!, <( =>, ~U'I UO 00 0, enW w:X: -It- en u.' ;;;0, :i!~, ~::::; u.<( !Q a' :X:w t-:x: zt- ;:0 z t-, wW1 ~5'1 Uen 0-' ol:: Ww :X:u' t-- t-' ~o z wen u- ~~: o z - - ~~ ~ OJ li' w' ~ i <; ~ ~ g ~ p ~ _::.:--_.:::.::-.:=:~..:-:::::.----- . ~ ... CLEARING LIMITS ---------- ..~+..O.1I6 p,e. I P,D.C. R/W STA; 4117.17,11& OAK BAY fl'OAD ....P, '.21 P.D,C. WW STA. 0+00 """LICEA WAY ROAD ....P. 0.00 [NO or CONSTRUCTION SW"'NSOfI~u..r: RD, "'.P. 3.13 TBM [l.EY 82.17 VICSTA ..07.40(60'LYI TOP OF BOLT IN SW'LY FACE or TWO TEL. PADS I. o L L ... .:... ~~ i' f ~ s.~ ~i I, ~ I I I I .", I -:; . _t..______...__L~___.J._=r_...r=_J_ . 00'27"3- 'II' ....0.00 ----- -'" -'" ... --------:""1- ,,1.1. :...J ',V'" I , 1 '0 ------------ S ! ~ t , " -~- ".oc. rt/W If A, .".03,4, OAK lAY ftOAO Y.... '.3' ".0,( I ITA. 0+00 IWAHSON""LU: flD,lO ".P. .1.:n \m!:!!!- RICHl or WAV----- "Ow[fI'-~1 . -~= .---.- OCl: Of PA~' ----...-.....-- CADLI:-"'- -- CALL ..0 HOURS BEFORE YOU DIG 1-000-"2"-1515156 .lIl'~OI.1- UIIMC W(lNUloltNT r:XlITlNG IV"'~C[ '''''" (IllSlING "WElt MANHOll ''''OflOUO "lilt" "'ANltOU: IllltnHG 1IUI'ItOJtC YAHHOU InlnHO "'AIL 10' r~1~,:o\:,,"It. ..nto lllll""O ."11" VAL'" o o e i .. . . ,n~l ~11P' .., ,.'0 C"""~""'''" - - ~, .11.' ';,'.i.' "'-- , """"""",""",,,.., ,,, ',,"'" ~ r:"'l:"I'" '.,:,1"', ;,,':' :"J"" ~.I .'" .. . ';,""''>.''1.:.., , . ~ -.- f' J 10' ....."....:1, ,. 32xlo tIIIIt: 001_ o --- o .. I )F SECTION 16 & 9, T. 28 N., R. 1 E., W.M. u ^ P.l. STATION A 0 RADIUS TANGENT LENGTI-I R ..44+08. II lI"2tr..... 2......!2- IIS.OS' . . r 9,1S' R 44'''''1.''. 1I'4S'U. 2'49"S'. 2023_21' ,54.IM)' 309.20' S 0+78.24 76"04'58 57,r4S" 100.00' 7a.24' 132.70' &'0'43. 2'00'00. 2864.71' 158.3T 3111.4.]' ST..]'22 12'30'00. 4511.3T 252.13' 461.78' 411...0..... 29'8'2'. "5.51. ea.44' 16l1.1\' ~ - - ~- I ~. II ~ ~: ~ ~ " ~ ~ 8 ~ ... " a.EARING LIMITS ~, >> ~ ~ ... ---------- .. 3+11." P.!. UII+49.a6 P.t [NO or COHSTRUCllClN T . SWANSQN'v1u.e: RD. M,P. 3.13 ~ i ... o. II ~ ./01 ;. ~ [NO OF CONSmUCllON A. ... r w',,; 8.30 _~_ _.. __ _ _ _.. t..=,=,,- _~.l-,,=,=_...r=-J.. S 00'2"1'. W 440+00 11) OAK lAY - --:"'f-- ,,\.\. :--J ~ ~ " ~ -~- GRADING, DRAINAGE, AND UTILITIES PLAN '.OC, ,.,.." Su.. 443+03,''1 00411 aAY "0.40 M,P. 11.31 P,OC I S14. 0+ 00 ,....ANSQNVlLI.[ JtOAD "'.P, 3.21 \lli!m..- IlIc.HT or WAY----- POM:R-'- -,- t:CVofR-__ -,,- TtltrtItON[-I- -,- .,.,"'Ttlt-.--.- I:WlSTli'lD tDCI: M ",,\of', ....--....-...... nU~SION CADLE -.. - - COUNlY ROAll PRM:eT 0812 OAK BAY, ROAD OAK BAY ROAD SWANSON'w1u.E ROAD WAlJ([R WAY ROAD CO. RD. NO. 5fiOOOIl co. AD. NO. Dl4000 CO. RD. NO. lIWOOO" N,P. 11.3 TO M,p. 0,54 U,P. 3.21 TO M,P. 3.13 N,P. 0.00 TO N.P. 0,02 OSPREY RtDCE ROAD PARADISE lAY ROAD CO. RJ. NO. 510100 CO. RD. NO. 003801 M,P. (~OO TO U,P. 0.01 N,P. 0.00 TO 0.07 HOURS :)U DIG -6665 .IlY~2I.1- (WlSnNC NONU...tN' CWII'MNQ IUJt'AC[ IIIIASS [lllSnNC Klllflt t.lANHOU "IlOPostO Itllltll t.lANItOU: lIllS'MHC ttU"HONt WANHOll (WIt nNO W"IL 10. rt~b~:~~I(TtIt .,[1(" UllMO .Anlt Y,f,L\C o o . II> 'Ii II ,. ,n~/J ~IP' .I:1TE:RSON COUNTY. WASH. ~...._J....JJ '9" i o .r. trtx Inc I I I 1 32 X I 0 _0_ .. lODO ---- =--- l" '" "I":,',:',"':" "'",r',,-,, ',,:"\,'<':',:,, ,': :,'::.',":,~':': ,,',"', ':, ,,' ",";""",:','.. ,,~"'~:'7-:, ",:",,_:" '""."",-", ",' ~ c E).'\';.) ~I. "'-,':",',i,\,';' , (" ";" ',;,., ~,.. \. ' '. ., ,f' 10 o - o .- Ir- ( r r I: IIIIiI II f I j~ , ," I I I~ f ..,. ~~ .~..~ . 'i ii ~ S ~ ! ~ ! 8 i ;j 8 8 0 0 - grH g lun I -co- '29.51 / nUl I ~, 8'.93 g f / ~( - g: h 127.59 !i 80ee ~ / '&' ~ :.' ~ ~: 128.51 i ~ ~, 59.'0 S ~ ~ ~ Z 125.3!l1 <l: . 2 tl I 58.31 ~ ~ . :x:t- ..of"' ; 124.27 t-~ ~ P ~: 57.l2 ;n ~::a, H81 123.38 W::;)l 5UO .;; I 'i ~ w : 122.4& -,u ~ :. se.u ~ Q Q ~ UO :il r. ~ I 0 Q Q 8, ; 8 12ue 00 WI 5&.311 fB:x: I~ : 120.31 ~ P. .c. s ...-': 1>+_03., -It- SI.OJ - f-~ ~ C1)u. g 8 "'.24 ' .' "'so """ OOAD -0 ~.1' n ~~ I-~ 5i.4. "'.alI / ~::::; - g / 8 111S.32 u.<l: 57.1' ~a 57,89 ~ 114.15 :X:w 0 g \ 8 113.01 J t-:I: l> 58,18 1/ zt- ^ f ;:0 pee ~ 80.0l!l m.lt Z t-, gl> g 8 UII,27 ww, ~-< !So,n 7 ~5'\ ! ~ ~ 1\ ~ IOl.t:!: ~ 111,77 1/ Uen g \ 8 0- .... Cl IM.JIl o!= 82.4lJ Ww . . "U p~ \ , 103.'4 / :X:u ,,~~ a.Ut 8 t.. ~~, "Tl 84,03 \ 9 102.\3 ;= -~ IP .", z fT1 ~H : 100.81 wen nt' 0 ~ U- ; ~ 8 ~ l> ".sa ~ i= :I:i aHO ^ ~ o h, ) u~ ~n 18.31 : z . ~ ~ 11"11 / I~ , I Q Q 8 V ; ~ 8 '7.14 n .'04 ~-< - \ ~! ~ ~ . tUJ / , 87.n I: W ;: i 8 l<l \ ,l> Q Q 8 <<812 .. _. Cl DU3 ! I . "U ~ 13.7. 1 6'1.211 D ,,~~ 1: 8 ! :!l '2.15 .~ ItOO M .,. i 70." I~ ~ un - .) -r'" 0] 8 I~ 8 IU!lO nll3 ~ I , ~~ ~ \ i 11.4.) \ I - n.'1 8 \ 8 11.14 7UJ . '; -1~" \ ~ 10.17 \ I~ R I 8 105' 1 0,),,, u" :;, " , . ~ :,; : ~ ~ 10,.1:1' l \ ,\ ~ ,~,.. . -- B " ',,~ :,..~,', " ton 1 ! j ~ 11.1. .... ... ll-U .. :; 0 -I-fi '1 a 11.10 ::l'W . 0 ~,.'>\~ IH D I ~ 11114 i ;; In ..... no: ~Pi R 8 I q ~!I 1- ,- i-- , ~,::, ~'J.'" " tJ c~~ ~ ~ I / : ~P~ s~i -!!....1I l- i-- I rI :D QJ 14.11 ~~ ~I s/lft ~ 0 0 Ii ft i "',II'.. - ~l )> QQ 1/ \ 0 Ili!l ~ 0 110111 ,~d ill ~'r ! ~ ! ..." - -it Iv hD ~~ '" I I! .... ~! '< / ~;; ?< ~ ~ 8 ' ,. j .- ~ _A.',to 1/ - - z <(0 :x:t- t-~ a: ::iE, <( ::J' wu' -'0 Uo en w; ill :x: I -' t-, 00 u. -0 ~~, <(- a:-' u.<( ~a :X:w t-:x: zt- ;:0 z t-, WWi ~5' UCI) 0- o!= Ww :X:u t-- ~b z woo u- -:J:, b....' z V" o o !i I I I I ~ '~ I I ,., fi:- ~. _ ..LL E 8 t s l: ~ B o :>> ^ Uro ~ i:>> ~ - -< ~ i ~ ., ., Cl . . -0 ~ ~ ~ -., ;= f'T1 '451 r / ~..U_!l / II" loea 1/ ~ / I ~.3' ; ".12 / r- 'I !>l.lIO r 51., I ~ i 51.3' ! , n ~. , n ~.19 ~.49 57.'5 57ll. \ 8 '8,911 \ BO.oe 8 110.92 11.77 \ 8 62.4' \ 6J.71 \ 8 84.03 \ ~ '4.115 l! 8 6"0 ~ 611.'" J g 670" . V 117.72 ! \ 8 &IU2 ~ \ 89.211 0 8 n,el! 70.15 8 11.11] : ~ n." ~ f-r 8 73.:13 . \ 739' g ~ 73.15 : 1!1.u .- - 8 11 3 . i ~ ~ p ih ;! 8 ...:; ! ; Q 8 8 8 3 ~ Q n . p ! ~ e <= ~f.l~ ~ II !:i'!~ ~ll~ cll!i Pi'! ~lo: :D :~~ ~D 0 0 ~ :t-> :R I "9'" :I> ; 0 ~ll~ ~f.l~ ~ ~ 9 'I ~i'! I:D all ~~ < u~ I ~h~1 "" :D ~ ~ll" &: :D S 0 ~ ~i'!1 ~f.l~ g N "" F cll!~ gi'!l 0 m en ~'III A ~Ii cI~! I' " ~D~ G ~ 8 i 8 ~ ~ !I 8 8 ii 130." tn.S7 Ua.'1 I ~ / 127,59 12".'1 ~ / 125,JII ~ 124.27 / 123.38 122.48 / 121.48 / ~. .e. s A._.. OJ,' 120.31 ~ ~ ! w..u ItOM '".24 / : n1,88 8 . 7 He,J2 n4.,5 8 113.09 I 111.J9 ' / 8 100.27 ~ 101.12 / 8 105,311 & 10J.S. 8 102.13 I- 100.81 3 / ') 8 99.58 : 8 ~ IIS.l1 ~ / ~ 8 07.1. n / ~ / - ",97 8 lIUlJ . 13,79 8 02.95 I ~ 92.25 8 '1.110 ~ ".43 8 11.14 ~ eO.81 8 eO.se ~ eO.32 8 eO.17 I~ . 81.18 ~ ~'.}-A.1fO 51.' .111 "l 0- 8 1111.50 III ::~, ",~ MIlt i 0 Y.84 8 81.81 ell.II' / 8 84.81 . f1:r.1l J ~ / 8 I!O.~41 - - -- t-. ; n12 I 8 '14.94 if ~ 12.11 ~ / ~ 8 1I'.eo ~ . / 17,11 a 8 lUll 1/ ~ ~ 14.51 - 8 h p: p~ _ p 8 i ~ . ;H ,; ~~ ~ 8 8 o I~ ~ 2~ ei~ro ip Il !1:>> >. "'~-< ~~ ~~~ ;~ '.., Cl . . -0 ,,~ 25 -., ;= f'T1 H i~ ;~ ~e ~~ R ~ ~~ ~J & o ot') . .......!. "t \ 32 ;\10 ...:r-"~'~"O:"".l.U.~~_._ ( 0 .(' .. 10 C J I~ "'00 ~ I~ I "1J ~ ~ l> 8 ;0 l> CJ i1 Hi'i ~ ~_.!~,_J~ ~ nlD d r~ , ~ ;0 ~ ~-'~ -,", ~ i . . CJ g ... ~!i26 - ;; &"1J Q 8:---" ;0 1!:,97 Z 0 <(" ." 8 :x:t- ;= t-~ '" ~:!<. wO. 'b ""'0' ~~ Uo b~ 00 wi 8~ f3:x: lJl 120.1\1 " ..... t-' :E C1)u. l> t2T.1ll ;:;:;0, Z lJl 211 _ ~~. HO H8 TZlJ..... ~ N Z 0::-' !i!S u.<( ~ ~ ~ ~a N~ , ~ ;0 ijn 1,)1.28 :X:w i ~ 8 '41.03 1-:1: "' -;~ zt- ;:0 . . CJ . il ~ ,..'!I.79 Z t-, ;;&"1J !l ~ 8 wW1 ;0 !5O.!!] 0 ~5'\ ." 1(\(\." ;= Ucn '" 0- o!= ~~f 1-- ~b z WOO ~~i o ! z' ~lIi C~~ ~II~ a~i G~~ ~I 0 ::D ~~ft ~ )> g a ~ GU ~II! ;oo:! ~ e S :: m I ~ · g I:!!? ^ Hro R N l> ~ ~-< ~ ~ ~ "' "' CJ I. "1J ;; il el :!l r- '" 78.11 ~I 7e.n . ?(i \ I 17.113 i \ 78..7 \ I 19.21 \ , bij 1Q\lS I i .-- 80,115 ' I 81.U t I! I ~ ! ! 82.20 i \ I I 83.13 I . \ I 114.12 I , I I I , 15",911 , 85.13 T I I I I 1111.]1 I J- - 87.19 \ I 811,0" l'l \ I 811,113 : \ lI,.53 I!l 110,35 D I 91.15 I I . I \ I 9UUI !I : I I I , I 9:.15 I I I , I n \ B i \lH2 1 04.'8 . \ 'f , i 114.8' , ".l~ I I I I "I 011.'2 ! I j---: \ i , I , 01."" \115.2" 1\: -I I ! \I1U5 I \i I i 90,10 II I \ I I I I 1')'113 I I i 1\ I I 10110 I ~ ~A. c. :~A. ~'~'IIU~ \ f;c:,aJ"~I+~! --1~'''" PA1"OISC lAY ~OAD \ ~~T~~ 'OJ!J ~ \ .-J -!!l..!'.' I t -1 1'3~.'J ,. I I !O"'.., I -1 1"11,10 \ '01.71 \ '01t!1I "\ . 100..' , "",. ! o h: p~ ~~ iH . % g i~ <!l € ; Q..g III : ~ : ~ 8 p~ i ~ 8 G G i Q Q 8 1 ,.~ , 50 I Ih ~ 8 i ~ ~ ;h ~ Ii ~ Q!l R ,I, "1, 't, " ,\ :~ " 1 10' ~ "'00 , ~ Ii I " :>> S :0 :>> 100" 0 i 3.. 'a.J. '! Uu; r'" f ~ 8---- ~CD .~ ~ r~ ~ ~ ~-'~- ~:o . % ""~ i ~ -!!!! " 0 ~!::l ': ~ue 0. & " Q Q 8-'---- :0 ":.9' 0 'Tf ~:.-.!lI,eq r= ... ~ ~" 0' Vl a~ ::E 12029 " )> Z 121113 Vl ii i! - HO ~ N Z iq is ~~ lJ129 ~ ~ F ~rTl p~ 13&.28 , fi, :0 % 8 ~ ~ . ""~ ~~ 141 OJ i. " 0 . il ~ 14').19 0. ~" Q Q 8 :0 150,S3 0 ." 15521 r= rTl .- Z <C . :x:f- t-a:i ~~: WU' -'0' Uo en ' 00 Wi wJ: -' t-, enu.. ~o, :2 ~' <C- 0:-' u.<C ~5 :X:w f-J: Zf- ;:0 Z f-, ww ~5; Uen 0- o!:: Ww :X:u f-- ~b z Wen u- i= J:, 0"1 Z ,,..- o o (~7-:! ~ ~ ~~ , ~ ~~~ ej!l~ ~~~ cl~i ~:~ ~Il; 0 ::D cl..A ~ ..... 0 1;9 ,,)> ;,ll~ 1;~\1I;IIl; ~ C 9 ~~B o:J 11 ~ clP~ > ~ < ~h < ~ ~ I;~"" :a ~ 0 ~j!ll ~~~ g N ~ a~~ ellm ... m gl" 8~l! ..., <n .. i!l cl .. l; 1;2~ ~U nn .( o . . no\. 0..00.00 ~AIII~ OAK ...., lItOAD 0,. (,il) , ".., 8 ~!111 ~ 11.7. 8 nl,1 'It 41 8 "11 ii i! "9l! i ~ 8 3 g loa5 ~ ~ . p . I..!..U ~ a i 12.20 - 5 UIJ , Q 8 14.1% is 84,9& 0 8 ISIl 115.31 8 17.19 0 -~ e8.04 )> 8 ^ "IU3 Urn 1111.53 n~ 8 r 90,35 ~;o fi,~ 8 9US ....0 . , "U 91.911 q ~~ 9:.75 'Tf 8 r= 93,52 rTl ~ 9..2l! ~ 8 ~ 94.8' . P 95.35 ~ 8 '1;,42 ;1 91._' Q 8 9Ul ,,us 8 99.19 ~~IJ 81 101.20 Q 101..ft 8 IQ.l.SJ ~ 1(14,41 8 I~ ~~:: ...~ I l'lU9 ~ ~ ~I fi ~ ~ "',71 ~ 108541 ~ ii .1 ~!1~~,47 81 ~*d:;.i..:L "021 I I I I l I i i ' ! i LJ : Ii L' I , r-r-+ '-1 I ! I j i j I I I : i I Ii 1 I \i ! \ I ' I i i\ I! : ~~C.B:~~O~~~ua,lI~ \ ~f;c.J~J~",~'..ll+oi.50 PAjADls( BA'!' ~OAO \ ~-JT:'~ 3 8 .- i ~ ~ ~\ , I I I ~ I \ ! ~ ~ , ~ " i I ~ I I ! !I I , I : j ! ! ~I ; I \ i ~i " T n i I ~i I I , i :V, I ! ~ Ii I! : :~ ! ; I ! 1 , I I ! I i ! i ! I , I ; -~ i ; 'Tl I I , I I I , I I I I I \ \ , I -.J r . 10 o , 1 32 X I 0 o - o .. z <( . :x:t- t-~ cr :E. <( ~, Wu' -'0 Uo U) w; ~ ;:\ 00 u.' ~Ol :E ~. i:2::::; u.:'3 ~o :X:w t-:x: zt- -0 !z 1-, ww, ~5\ UCl) 0- o!= Ww :X:u' 1-- ~b z woo u- i= ~~ o z I f I ,[ r [ [ I. J I. (. L t L a= II " d h~ 5 ~~ Sh o. I. I I , I #/~.;:~ ~~~~ , " SC SCHH(OUL[ ~..E...UI::V[~~. PU'E ~. 12MDlAI,iI. --j OSPREY RIDGE RD, STRVCTU~E NO-r[ 12-3 OS 0"26 LT 10 0-34 "1 o . . ~o , ~J;! w ~~ ~ dw H~ ! ;ai Wi:: Ii ~ ~Sm.JCTURE NOTE 13-' 'TRUCTlJlC~ NOTEl3-' e" PVc SANITARY SEW!:R SMUCTl.J1t NOTE 13-6 .. : o ih l: ~II . ~d Swl -? 'L ."" ~ ~~.... 7T"f-~";-C - ': --L'_~~--1 ".Ller"., ROrr IS., r~PlPl:-8. OJl", I ;."... L. o L I , ( OIIK BAY ROA 0 ITFf\JCTuflC NOTt 11-' rvw 4'P7."0 (="".,~".. ~. Ibll1 -- or[) :II h~ t . 'Il Jl!W!11~ .I>!'J 51'~ }e ~ ~e . ~ ow . ~ . . ww ) I / _______I"r. - NIf. f-- SOiEOUlE A CULVfRT PIP[ WALKER WAY STRUCTURE NOTE 14-3 ww 0+ 40 13 Us i ~R ~ w~ :I: -----g- --.....r-J I PVC SEWER PIPE IfDlAM I QI\K BAY ROAD STRUCTlflr NOTE 1:S-S R/W 48'."0 18" DrAM i~ i~ , " Ow L' '.;P'" ----- ",~. --- --- -I ,~ ~ ~~ h~ S lli I~ i, r i !l ~ Q~ I s ~i s h_------~ "__~ -or....~ ~1F I j': '1...,1..' Pvc sew," PIP[' '.01"'" OAK BAy ROAD .'AUCTUft[ NOTe '4" ~ rt,w "UteD .....<1:....., -1 10 h .iXi ~-\"" 32 X I 0' .JlIIIW- "- I .,;rr- .'c..'..-;""^' ... I - ~I' ~ o o . . l I I __1"1.. it r I;; ~ a; I E. ~ li_------~-"--_i -or..1I" fi1f- I - SCHfOUL[ A CULVERT PIP( la" OIAM WALKER WAY SlRlCTUR[ NOTE 14-3 ww 0.40 ~ a ~8 ,fi i ~ ~ i ~~ ijU h! ----g-~] I pvc 5EWtR PIPE B"CfAM I CW< BAY ROAD SlRUCT~ NOT! /3'" HIW..81.....0 PVC stWr:R Plpt' ft- OlAM OAK BAY ROAD ITRUClUFt[ NOU ,..-, "/W4U.80 ( ~ 0 ~:8 it; ~~ . .J . ~ ---~ -I o o .. ,..iJ;i ~. \~.I R'W ~ : I ~Wrn . WATER CROSSING ; --:ri ,"OS""G ::---=-=-"rr 1.. tL..i!n:J....J;~G . I - g~R~:~r~T~~~E p~20~80 IRTl NOTE: BORE FOR UTILlTlES PAIOft TO PlACEMENT OF STEEL CASING Jil ~: Set - ~.. "UliTYaL Ii "'FJ'" NO'TE 14~ ""I-~ t, ; e~ffi ~ 3~ti f- :U I SCHEMe A. CULVf.r1T PlPE~III7"[;ji"t , ~~ IS"D'AM SWANSON~LLE ROAD STRUCTURE NOTt '4.7 S 0.25 Ii '" ~ tl -=; -1 ~ " N 8 ~ ~ ~ ~ ~ ...:;::--7 - I I I I I ! I I I ,! i I " 1 J 1 " ~ ,\ 0 I " 1 it " J 1 l 11 32X I D. DRAINAGE AND SEWER PROFILES COUNTY ROAD PRUC1; .0812 OAK BAY ROAD OAK BAY ROAD SWANSON\1l.1.E ROAD WAlJ<tR WAY ROM CO. RD. NO. 5I.oe8 co. RD. NO. 814000 CO. RD. NO. 51000' N.P. 8.3 TO ....P. '.$" ....P. 3.21 TO ".P. 3,13 ".P. 0,00 TO ".P, 0.02 OSPREY ftI0<< ROAD PARADISE DAV AoAD CO. ftO. N). 510100 CO. AD. NO. 803100 ....,.. O.DD TO ...,,., 0.01 "'.P. O.DD TO 0.01 .on.SON COUNTY. WASH, IHUT 17 01 2$ WJr~' O(~~." ,'(,,"( '~;~~>;/:'\j<\~;:':;-, ',' ~ "',t{ '~, '\' 1110 It.,. trl 'nc. =r..;.- ... -t 10 r - Z <( . :x:t- t-~ a: :E: ~a\ dg en wi ffi:x: -'t- enu. -0, ~~ ~::::; u.<( !!la :I:w t-:x: zt- ~~, ww' :E ::J,( ::J 0, UC/l 0-' o 1-: ~~! I-~ ~b z wen ~~i o I z' (l,~ o \, :( -~ , ~ r I 1 i1 ( 1, [ L I L Ij~ I 'L tl. l "j .... I, I I I 1"'~~"'.'._.4' o o o .. i'ONS'AUOT"" GEOTEX'"'" Fo:f LN;lER~D CRAWAGE '0 1 .. GR4lEL I 5' MIN BACKFILL fOR D~AlN STRlICTUAE ~OTE 13~:S N.T.S. UNDER DRAIN PIPE INSTALLATION DETAIL b 1ii PLAN VIEW ELEVATION VIEW Oil I WATER SEPARATOR DETAIL ~ ___"__ m ..[ , : WIIIIIIIIiIl' .~ .. - E BAAS ."".. ENO VIEW JlUELlICl\EIlW.E BAn SIZE L x,v QUANTITY A ". 12',. - " B .. "0' - " C ". 12'0- - II 0 ". ,'0. - .. e ". - 3'1:1' "' F .. - ,'13' ,. 0 .. 13'0. - " H .. ".- - 21 I .. - ".,. " J .. .':1- - 12 K .. 11'0" - I C' .. ".. - II L' .. 1'0" - II .PI.e. '4 Bar. on dilDO"" .bout w.1I 'nd top .l,b opining. , I ~ f) ~;~, .....,. ;' ,,\" :~t~',;::\.:tr{:', '::;\~,~'i~:'~ '" 'r'"'~."" '\~:^%iNj\r c,~' ;.':~'J;,!~j}; ;[i':';::'" ." 'it' .' :ii';l, (',' .c. 10 - r , {, ", \\ " '~"';" , ~ . ,I .,'" 1 " . .... , 32xltl, - . . '--' '. - I "S A' EDJIU lelV QUANTITY ,. .. 11 .. ,'.,' 12 I'." '45 to .. 1'1" 10 t2 o 11 '0 II .bout ..,.11 .nd ("-~-- -". o o .. '~ ,.,,' t, :: '~"';" -',' ,.-" ... DI~AINAGE DETAILS COUNTY ADAD PROJECT 08'2 OAK BAY ROAD 1 \ '] I ! I " I I 1 'j " ;"l of I , I i 1 1 I I J OAK DAY ROAD SWANSDN~LU ROAD WAIJ(ER WAY "DAD eo. fU). NO. SIOOD' CO. AD. NO. 1514000 CO. RD. NO. 51000. ....P. 8.3 TO ",P. I.t'. N.P. 3.2' TO W.P. 3.13 W,P. 0.00 TO W.P. 0.02 OSPREY ftIcnt ROAD PARAOISE IAV ROAD CO. ftD. NO. 1510100 CO. RD. "0, &03801 'J'. 0.00 TO ....P. 0.01 "'.P. 0,00 TO 0.07 IHD:l' II 0If I~ ( -~ Q ~l~ '" DfElllSOH COUNTY. WASH. ..,....." "'" '~"I" N'l'ftOIG. ~ # '''0 ~ >,.,", ::{('}/';~;;FG'-:' "~_-, '; ,{/, ~"; ii.:;,' T 1 j I I 0 \ 1 I I I 1 32xlO .'.....trl. Inc. ::-=:l,_ t" (' , ) 10 _1 o - o .. ( t z 1 <I: ' :I:t- t-~ t ~~i Wu dg tJlw t ffi:I: -'t- tJlu. -0 :E~ t ~::::; u.<I: !aa " :I:w I-:I: zt- i_ ;:0 z 1-, I W Wi ~ 51 i.. UtJl' 0- 'L e !::' ~ Wi t-~ !!:o Ii- z WtJl U- i= ~I a,! '1_ z 'L ;r'" t, , I { 0 ...., '^'&, ~1, CUR DATA P.I. STATION A 0 RA01US TANGENT LENGTH . ."+20.117 30'.)<1'2'" 10-00"00. !lT2.",' 1!.t1.IO' 305.7.3' . .1'.'1,44 10....53. 6'00'00. 154.03' '11,153' 171.1" ., 1+22..38 15"33'52 ""TU- eo.oo' 5',52' '1.5.' A PORTION OF SECTION 17, T. 28 N., R I p.o.e. R/W Sf A. 4111l+I:UI OM BAY ROAD ".P. ,.45 . P.O.T. os Sf A. 0+00 OSPRCY RIOGl: ROAD ".P. 0.00 SIGN DETAIL. R/W 411h3l.4" P.l. . ~ . ~ I.W,,""-; ------...- ------------ , " , ",\,' "\. 12 WII.2 ~~R'" ~W1.'A PI '.U3l! P,I. PO 1+12..0 p,T. " \' .,-" , L ...... ", . tS!!:..,p, .' ,$,..' ."CH EX' 1_'0 PI 1.1112t PT CONSTRUCTION Co .wl.!!L. D---'1' o P(, 'l I r i(=='-O- CALL 48 HOURS BEFORE YOU DIQ 1-800-424-11111115 0--=; C2l ~ '~'J~Hlr~~':E~ssr~EII.Y K\!t'Ulth'dWIl1lETSI ~:,~~o LOCAtiON Al~JJ,'t CONCReTE _ MvrNtNT me,"l. "'\lIMCNT """ICING I1lAAD lUll. '}'p i<l ~,f" , \, D' _ftt"'''~ ~, !e:R .....:.. ~:~ .#1.,,:' 32XIO:, - ll!il - ~ c e t~(?" ~':::};~;:\~~~I" " i" , ) '~' 10 - .. I \ PORTION OF SECTION 17, T. 28 N., R. 1 z..o' o o . ~ . E., W.M. I~ ,,~ 0,1- <$>,1# ;mlW'.' IOIw"., "~, Ao'50' . W -- -- -...-- --------;---"7--":---,- . " , ",\,' '\.. ".".2 ~~R2.' ~W1"A R/W 4"1'20..1 P.l. ~e t+Uo&OP,T, ,. '.115 2' PI CONSTRUCTION ~ ~~ "150 ..uwm.- 0----1' (~I'JlN~te~~[~S!UNBl.V A~,'bUift,.liJ:XTJ/ElSl (WI,T'iNO LOCA-1I0N AI~lt COH~ACn: "'vlNtNT IPtCIAl. MVEN[NT """"ICING ClJARD RAIl. '~'Y J/<t" ~I' ' JRS DIG 56 0--==: CZl ~ (~ r PAVING, AND CHANNELIZATION SIGNING PLAN L COUNlY ROAll PRMCT oe12 OAK BAY ROAD OAK DAY ftO-.D SWANDONYlu.E ROAD WAU<<R WAY ROAD CO, RD. NO. &e0008 CO. RD. "'0, 014000 CO. RD. NO. 01000D ....P. '.3 TO M,P. '.54 ....p. 3.2\ TO ".P. 3," ".P. 0.00 TO ....P. 0.02 OSPREY ,"oct ROAll PIJIAll1SE 8AY ROAll CO. ltD. NO. a'DtOD CO. RD. NO. 603000 II,P, 0,00 10 II,P, 0,01 II,P, 0,00 10 0,07 JDTtftSOH COUN'TY, WASH. '~ - -t.J.J -- .'" i .,.""trt. I =--~- ~ _ROWJ) 1110 .." ,~,;,]) ,,,', "'(""'" " t...,..,v,:,!,~~"" 1','1'.,; , '; '':'_It(r~~:';~i1,fi~;,1(;:;'< '~~:Ai'~l;": 10 - .r. " <;i i \ \ \ i I J , I 1 I i i I \ , I J 1 1 J .,~ i ..~ \j'1 1;1 B ,)f :'1 ! I. ~ ! j '} i~ i 32 X 10 o - Z <t ' :z::t- t-~ a: ::iE, <( ::): Wu -'0 uo en w~ fZ:x: -'t- CJ)u. -0 ~~ ~::::; u.<t ~5 :X:w t-:z:: zt- ;:0 z 1-, ww; ~51 UCJ) 0- o!:: Ww :z::u 1-- ~b z wCJ) u- -:Z::, bh, Z ' t l { (, , ~ ~, li. ~- Iii, Il- '. I. ',r I , '( , "I, '0 \ '- l o . .' J. II c---;- o o .. CUR DATA p" STATION <- 0 RAOIUS lANGENT LENGTh , .".68."" ""4'3)" ~'OO'OO. 1u5.'2' '7.66' U'4e~' , ."+8.09 S'41J'52" 1cr~'I02. 7.''''' 21U" 1.81' . 486.2..78 10'.'2" 5"00'00. 1U5.U' 10lOO' 205,45' A PORTION OF SECTIONS 17 & 16, T. ~ "'l-.~-.--.--- - ---- SPECIAl. P1W['N[NT MAJrKINCJ II "- ;1 CALL 40 . HOURS BEFORE YOU DIG 1-800-424-15151515 n"!t III ~JIOH ~ c o (I' . ,.'.,- ,".t,', ,,' </~,';\,f':' j..2~J~ ... I MATOof III 4155'20 .; I _ i'i~ '~ J. ~--j~~:~~- -: :=:= :::::::::= =:: :::~- ------ -- - - -=: .' ;; '" ~ ~ . ;, ----..-. ~ 1- ~ ~ ~ . 0: I ~: -:;, ~ = ~ ~ .., f ~ e . ~ ~ ... ~ ... \. ~ 8 ... ,"~ ,-- e.'."?~ -~_.._. ------------. "'~IHC OJlI\Ir -~ _ _ _ _ ____ _ ~"tVATt ROAD lE!I '9 RI.I A'jPHAL.T CON(:RE 1Il/W ........ p,1. & ~<~,~,. .,\~' \'I' ~ 10 32xlo -~ v - I A PORTION I MATCH 1(15T ",e"20 o o .. OF SECTIONS 17 & 16, .; I _________Ljt~:~~__ - -:=: =::::::: - - ------:; - -- ------- -- t .".. tof4RIIING :--= "00 ;;.:;;.; - ~::=:.:.-;~- , CALL 48 HOURS BEFORE YOU DIG 1_800_424_5555 ~"--.~. ~ ( .' 0 .' ! ~ ~ o '" "f'w ..61.18'" ',1. I. ~ ~ ... ~ ;, ~ 5 ~ e ~ o ~ ~ ~. ~, ~ \~ r ~ ... .. .'.'..:; ............ . -- ,,',,' ~;.........;. #. ---- -' :;~=.-=--=-~"'='~~--=-=~:I~:fcO:6~ rn:JJ 19 AI.I ~<:,,Y ,'iK' \'1" r \,., T. 28 N., R. 1 E., W.M. ~ " :;; MATe.... [,I(IST -478~ 55-iiT ", $ :i' "i B .. :::;:::::::'::::::~...... ......::::....... '"'8 ...~..... $8 .......~: C ~~ "'c tt/W 478.11.'7 P.T. / .77.!i",HI P.C. !~ ~I' ~ ... .~._--,- -'.-- - --.-..-.---.- ASPHA\.T ~~lf. CURB , '€gAZo' ONS uc liON PAVING, AND CHANNELIZATION SIGNING PLAN ....~.~.. 0,1.1( BAY ADA[) CO. ftO,foI0 ~IiOR TO OAK BAY""" COON'N ROAD PRMeT D812 OAK BAY ROAD OAK BAY AOA:>> SWANSOH\1U!: ROAD WAl.J<Eft WAY ROAD CO. RD. NO. UOOO' CO. lItO. NO. en4000 CO. RO. NO. a10008 ....P. 1,3 TO ",p, '.&4 II.P. 3.21 TO ".P. ~.13 Y.P. 0.00 TO M,P. 0,02 OSPRtY Il1DOt: ROAD PAIIAD'$E BAY ROAD CO. ':D, NO. 510'01 CO. flD. NO. 503400 l4,P. O,DO TO ....P. 0,0' II,P. 0.00 TO 0.07 ~...."" ~' \ ~~' " " 'J.',- ~ITERSOH COUNTY, WASH. ~__.....l.J,J 1'1' APPROIotD: ),,1/1 '" '''0 . ' ~~' or::;,),.".", "'", ' . ( ;;;, .__ .... ; ;Ji{~~', -'I' ;:i~,~;';v2,:;.\ "'I ",:' i '.,lImt.". 'nc. ---.. =---- ~ 10 ... ~! /g I i , I I I I I j I 1 I I :~ 1 '1 1 '" '~ 1 ,1 ',1 I ,I & 4 '~' ,~ 1 ! I , I I i i 32 X I b o - o .. I I z [ <l: . :I:t- t-ffi [ ~~i wu' -10 Uo lI)wl [ ~:I: -It- lI)u. - o. ~~ I: ~::::; u.<l: ~a I: :I:w f-:I: zt- ;:0 z f-, I. w~i ~ c'; UlI) 0- '- o!:: ww, :I:u' f-i= !!::o [ z LUll) u- i= ~i 0' [ z \, , '- [ '.V" I I . I 0 /~, A PORTION OF SECTION 16 & 9, T. 28 N., R. 1 E., .' .... // ... . ",-"- '@'~ ll' [NO lY' CONSTRUCTION P.D.C. _ Sf A. 1+00 ".P.0.02, .,.'" ~#' /;~ "0>' /" >" -~---- ~ J w' ~ ~ ~ ~: = ~ ~ 8 , ~ (; t !l , ~ '" ~ ~ '" ~ '" S ~2'~~ ------;;--- ....__...:,;.-~- '....'fE:!] 453+11.94 PI P.O,C. R/W n.... 0457+17.86 OAIC BAY ROAD ....P. 11.21 P.C. WIt 51A. 0..00 WAlJ([lIt W4't ROAD ".P. 0.00 .. "'..- ~~ ~. i~ ." !-~ - ;,.-~ d " '~..::' ~ [HD U COHSTA~;nON SW"'N~OH""UL RD. WP. J.13 i~ 5 0+711, .. p.r. 444+08,2. P,I, . 0 IrotATCH r){15T 8~ :' I ~.. ',D.C. fl/W 1T4. 4UH'I.1..13 OAK ft,,'t IIOAD ".J'. ...), ,,C. . ITA, 0.00 IWANSC'H\\u.t ROAD ",P. .1.71 I 0 lV' I. CALL ..0 HOURS BEFORE YOU DIG 1-800-"2"-1515615 I ..., .'" .. '0 I '.C' - -.,. --~ c _.l!l:l!:ll!ltl.lllli:,. toIi ,., ". o~:) . . .'. <'. ....:.,..'...,., ~;-"'". ,;-,-i~rr."'-:" ;,t:,1l'/iP:i,': . ( J, 1.0 ..,.:.:", 32 xl 0 'I o o - o .. I )F SECTION 16 & 9, T. 28 N., R. 1 E., W.M. ~ [HO OF CONS!RUCTlON P.O.C, wow su... 1+00 ....p. 0.02 ~ ~~ ..~O ,,;-<~" II 4c.O- ~ - ~. -~---- \\ ~~. , " .. p II ~ i. ... ... o ~ ~ . ~ ~ " ~ ~ II ~ ~ p ~ ... ~-,,-...'~-'----"-"''''';'' "!ll+lI.MPI [NO or CONSTR~enON SWAHSONVlU[ RD. ",P. J.U \ 0+14 NAfCH E)(IST \ 9 "/VI 4,u.01.2. P.I. ,0. . N Ae,r:!lslflC:Joa60 ".P.I,JO AX .... fIlO" TO OM lAY CO. fIlD. NO. MOllO!! ... ~. 8~ :! I ... R.lW -""000 ...OC, fIl/W IT.... 44:hOJ.JJ O,l,IC ."" ROAD ""'. ..n ',C. I .t.... 0.00 '"UN$OIoI""u.c ROAD "p, 3.21 Pol. S1A nON " 0 RAOIUS TANGENT LENGTH . U4+08 . 11"211..... 2'4.'S3" 08 ,QIS' 154.7' 09.'" . ..7+17,411 1I'4~'2.). 2'''Il's.s'' 2023,21' 154.110' 309.20' 5 0.78.2. 7&'04'56 5n7'4So 100,00' 711.24' 132.79' 15,,'4J" 2'00'00. 2ea4.7i" ISIli.3r 318,4]' 5""J'22. 12'30'00. csa.JT 252.13' 4&1.78" 411'40'''' 29'11'2'" 195.5" 118...... 166U' . H h ~~ ...r:" ~& __--E. ~~ PAVING, CHANNELIZATION AND SIGNING PLAN COONlY ROAO PROJECT 0lI12 OAK BAY ROAD OAK BAY ROAD SWANSOHVlUE ROAO WAU<ER WAY ROAD CO. RD. NO. GlnGe CO. RD. NO. 514000' CO. RD. NO. S1GDD" ".P. 11.3 TO ".P. 1,84 N,P. 3.21 1'0 II,P. 3.13 ....p. 0.00 TO ....P. 0,02 OSPRCY RIOCE ROAD PARADfst DAY ROAD CO. ftD. NO. In0101 CO. RD. NO. &o38ot ....P. 0.')0 TO ",P. 0,01 M,P. 0.00 TO 0.07 OURS U DIG 5555 .~ ~~y, ~~ (.c:~ ) ~t.. ~..~ tr~.,1 'C;-' ?;;' ~,.)) "~~'i(!;: , .' C '....,i i""A''''Y''...'''''''-,'''''-'< ;;~^1:i;i:::i';!:J;~i:~;'t::i"~.,i0h?tj'i;' 1, ,('" . c .1 M.b.J Il~ {Am III JIll .onJtSON COUNTY. WASH. 'L_ -! 'U 'I/O ~. - ~--' I: i ara rl. Ine, .......-:;.... 1'" '190 '-',<,n'" "." ":':' ~ '" ,'" - -, 10 ",-"0': i { I j I J J I ,) I 1 ~ I f I I 0 I I I 1 32Xlo ., .-" - . z r <(' :x:!z t-w [ 0: :E. <C :Jt Wu -'0 Uo ffi~\ [ -'t- oou. ~o! [ :E ~: ~::::; u.<( !aa I, :I:w I-:x: zt- ;:0 z t-, I. wW1 ~ 51 Uoo 0- I. o!= Ww :I:u 1-- ~b' 1 z ill en' u- i= ~i 0 I. z 1 L ;V"" I 0 l I 0 I r r 'C7~" o o .. ", CUR ATA p.!. ST....T1ON '" 0 RADIUS T....NGENT LENGTH . 444+0 . 11"211'....- 2.44'~3. , 14.11 .Hi' S 0+711.24 1&'O4'~ 57'11'45. 100.00' 78.24. 132.'1" 17, T. 28 N., R. 1 A PORTION OF SECTION S 1+32.72 P.T. -~. ------ --- ------ --......... --- ----,-- ---- 5 0+78.24 P.1. O'IER1.AY TO MATCH [lUSTING CROSS SlOPE , 0010 TO ..i50ILT) --- ---- .....'" ,,/" E~ 9 ~ t ~ :.,., " q :!l .. ~ .., .. 1 o R/W 444+08.29 P,I. II' ~CJA!T:fpl~TED 4" WHITE II' --- '2' I--- OO'~FICC __t------------------------------------ P.O.C. R/W ST". 4"3+03.42 OAK BAY ROAD ....P. l!!I,3D P.D,C. 5 STA. 0+00 SWANSON'IIUJ: ROAD ....P. 3.21 I--- 00' 70' I Oo'----j 51 5! GTo. MIDOI.E BL.OCK li 0 ~ ~ BUS PULLOUT ~ '? 3 "IW 442fU.42 ".c. llllIEi CLEARING LIMITS ~'BEYONO CATCH LINE UNLESS OTHERwISE INDICATED IW!!R-- JtIQHT or ."'f_____ U'IlnHO tDG( U ,,.VC'T ..-...........-.. Il, ~~q.~'y CALL 48 t'OURS BEFORE YOU DIG 1-800-424-1515155 In',1U...-.. tJOlnHO WONU",[H' 0 ,'" ., ~~'f'I . .. 10 ;,; " 32 X 10 ." "' r .~ oq;,) "ll:I. '~-""<~\" ., l . -'~........ --- -i o -- o .. I ORTION E., W.M. OF SECTION 17, T. 28 N., R. 1 S 1+J2.72 P.T. S 0.78.24 P.I. OVERLAY TO MATCH EXISTING CROSS SLOPE S O.IOTO 1'~OILTI -- -... -... ...... ....... -------~\' ~~SO~"'~ - 10 S 8 ~ 4' r.f~ 'roWED CENTER STRIPE ltypl --_!.!.'------------------------------------,-,----..;-;...------~-~--- CUT CUT S 00'2"13- W OAK BAV ROAD 440+00 CO, RD, NO, 569908 --- --- ~3+03.42 " e.30 00 ,0 ....P. 3.21 70' I 40'--1 !? STD. MIDCK.E BL.OCK !1 ~ i BUS PUL.LOUT ~ 3 Sl ~ INTERSECTION AND GRADING SWANSONVILLE CHANNELIZATION rt/W ."2+5.1.4;1 II,C. coutm' ROAD PROJt:CT 03.2 OAK BAY ROAD OAK lAY ROAD SWAHSON\1LLE ROAD WAlJ<[R WAY ROAD CO, RD. NO. MDOO8 CO. RD. NO. a14OO0 co. RD. NO. D1ooo0 M,P. 1.3 TO .,P, U4 M,P, :1.21 TO M,P, 3,13 M,P, 0,00 TO II,P, 0,02 OSPREY RIDOI AOAD PMADIst: DAY ROAD CO. ,..0. NO. a10100 CO. RD. NO. D03801J ".P. 0.00 TO M.P. 0.01 M.P. 0.00 TO 0.07 ~ .' lllett' 01 w"",_____ ~JnsnNO [Dee: U 'A'ft"f ---..--...--- ~;:':'.i:,~ ,.......~'\ , , ... " .E1'FEftSON COUNTY, WASH. SCALE IN PUT ~.AJ-J" 4il _oVfJ>t..(pdv ~ "'0 ~flf''''' ,i~l SHD:T 12 OI'tCl .L 48 HOURS ORE YOU DIG )0-424-6555 Jll!allU-.- [lClSflNC WOHW[H' 0 CT- .,~.. .o~,::~' ", ;~:,'-T::r:-::r:n~,;::::;-,:t:;~-i;;: T" "",::' , :\,'{,:::,i,::\:\"'::;;~,~I~,,,'9\:';i,;:;',.: ",; 't'. ,-" ., >,' j"'" , - -, ;;.-~ , '" j', ,-.,t~:'\\L) } ~ '" " ~ l!; TO OAK BAY F- ... PLAN T a.a"",'" In<:. f"'::'- 10 \ 1 I j I I I I 1 I I I f I I o \ 32xlo o - o .. """ ....AQ'lIltCM'fIUU ~"" liIlKI"",.na C'OfOAC'l'OR lOADfIlYa, _ ""II ,... " 0.0., 1... .. .., . ....'1'" .. A PORTION OF SECTION 17, T. 28 N., R. 1 E Z <I: . J:t- ....~ ~~: Wu -'0 Uo Ul WI ril:x: -'t- UlU. -0 w> ~!= a:-' u.<( !!la J:w ....:x: zt- ;:0 z t-, WW, ~5' UCI) a- t c!= Ww J:u ....- !:!:b L z Woo u- i=:X: 0.... L z L L ',,"" 0 (NO CONSTRucnON ~.o:rosSt.i..o+~ ....P.O.01 "- P.D.C. R/W ST".-.g8+U.~1 "- OAI< BAY ROAD ),I.P. g.4S_ ~:crr.os-st A. 0+00 OSPREY RIDCE ROAD ".P. 0.00 P.O C. R/W Sf"- 4118+B8,1l2 OAK BAY ROAD M.P. 9.45. P.O.T. PB Sf"'. 0+00 PAI!AOISE BAY ROAD ".P. 0+00 P,c. :; 407 DOUBLE 'l'ELLOYI S~~~:TR2P~ s "......... " ............. .,,) ,~. C'OI<<lUl"IANO-..ICMlllUUl eo..DUIt N1 c~~~~' .... I,.. I.... .... .... NOTE: ALL CONDUITS SHALL BE GALVANIZED 'TtEt.. r r ..r .. . . . . . . IUVlCI .... t... PO 1+22.38 P,I. .."', ~IIQ'ICMIM.' .'lInDl1 onm,lIIIOU IMMAAIl' a~~:'.... ..,... ,..'" .I"." 11'.' ...... '"'' ...... '''In' _... II"" ..... ,..., . I ...." ,." .. AONtffOClLUlrmlu,.POJrtIl lli1!!.IL- ,"C,H, Of ..,,'1_____ ~Ollll{"_.._ _,.._ Il'lltll____ _._ nlr"H()Ht_l~ _,_ "AKIII _. _ _ .__ C1l11nHC tt'lec or 'AW', ._................ Tlu:~JlClHCADllC_"'_ ..IUUMilAnlliII J:ClIftlllllChOttltOlU '.""'011 "",...- .1IlWf1_ -- "~M C:OlifIACl "'N. ...."'ILA.IMiCTIO'f..,...'l0t.4nG1t.HGWllOIf'....l.. . IfIMtf f'OlIII' ,-* ,.,,,_ ..'Il UWM.~O le-=:=~n=~='~_:.~T~~':c', "'.l ....,0 ""AllATIOII . NU 1110 lUMl'WJlI '0 ll'tICN'IOrr",u "Il.~ CALL 48 HOURS BEFORE YOU DIG 1-800-424-151555 In!D.Ol.L- r:Wl'NIlQ WOHU"'[N' 0 IXl'nNO SU"'Act 1""'1 0 ::~sc,:',1;:~~'::~r to l.,SllHQ 'rtL[PHONl UAHHOU (f'J II:llllnHG ""II. lor A ....!tlll t.ft'rtJt . ....'ftlf.\I'AL'4l ~ o .." 1II[\III"Oto/ I' ""'0 s ( o c ~ Q( , ", ,~ t 10 32>< 10 .~ iJ.>da 17 o -- o .. I )ORTION OF SECTION 17, T. 28 N., R. 1 smucnQN , st"'-ii.76~ P,D C. R/W STA. <Jge+88.92 OAK BAY ROAD M.P. V.4!l_ P.O.T. PS s1A. 0+00 PARADISE BAY ROAD ".P. 0+00 ......-.... ......................... -- , ,...... I .............) PO '...'2.311 ",1. Illi!m.- ItlCUT 01' WAY -___ POWltlt_._ _._~_ U'fI{fII___ _.__ lUn',lOH[ -, _ _,_ "''"'''' -.-- -'p-- [tISnNG tPCC or PA\of', .-........_..... 11U....SlON CAILt_,,_ _ Ll\MllUhOlII CClNITIWClXIltMllU o I. ...,AU IIiClUMD G,U'_IIIJID ''Ill 'nlln UGH'lI1AIllMIlD WlTMMJIi'.... WIOaoDl\IM'Af'OIHIIW'_. "' '''M''. B HOURS YOU DIG 24-5555 Jl1!tI!M-- [lIsnHC UOMJWr"" 0 [l1snHC lUiII'AC[ IIIUSS 0 h'lU1HC I[WClt "'.I"'IIO\.[ tQ, "'HIPono It..... """'HOLl O"TlNC TT.ltPHOJolt ~&HHOl.[ m llnln"'G ""'" lOW R WAtt" wrnlt . .ATt" "Al\1: OD . ...,au,lfOOlfltOnP"" .t.lIc*.......,rrlu.'..... .liIGIIrlftJI '"""'rOI'" "MG"" Wf......."1I ~ ""DUlI' ..."l .IU ~::..'.~ wa" "10ft '0 I IIMtUU.AIllCTlOMM'''UleAt1OItIMtl'MlOtf,,,.,,. . IfllYll:I ,.,..., '110M ""'1ItO ,.,,~ uwt'IfllG"OUtIO le~=~e'I== ~=.:,::.::.~':o:.~~~ ""~~'O.""u.."1OfI . ......."--.........,,"',, ~ ~~' j (~-~~ [ 0::,:,:) E., W.M. ::: l 3I(IWUT SV UIY'N..I"Il" lI'~ ~ . WIRING SCHEMATIC 90'.ITYPI-----f ".WHITE EOGE STRIPE .' --~--(JAi< BAY ROAD 0, RO, No, 56990B I 0 TO OAK BAY _ ~ll' W..,N....IU .., ,,,.~., "'........ ICHlOUlI 00""'0'0 lITO _.."".. c"'e"" "0 W MIlO"' UIlO'",,"" C'NUIIIUIl' ~.. 1'01:'':.:/4' "0::.-:':".'''- r~:".'''' ,'ou,"-;;:-Dl"" 'CH.IIlP,u1ON .fO........"".. M'OCVlCW' ,lnl "'~C.~~Of' "'DCUTO.., . .. 1110. c~o;;- U'It ..~ ,t'" CI-IANNELIZATION AND ILLUMINATION PLAN COUNlY ROAD PROJECT 0812 OAK BAY ROAD OAK DAY ROAD SWANSOH\1u.E ROAD WALKER WAY ROAD CO. "D. NO. UllOO! CO. RD. NO. 0,14000 CO, RD. NO, 810000 N,P. 8.' TO M.P, 0.54 Y,P. .1.21 TO M,P. 3.'3 N,P. 0.00 TO ....P. 0.02 OSPRey RlDCX ROAD PARADiSe DAV ROAD CO, RD. NO. 810100 co, RD. NO, DO.HOO ".P. 0.00 TO I.I,P. 0,01 "',P. 0,00 TO 0.07 ~ .'5!.,..U::; -:~. ~ _~OVED"" 1000 ~L/._'JI p, SHrn :u or ,~ ~t i "..amet.IM Inc. __c--. --- '~ (' 10 o 1 32 X 10 o .............. o .. HOlt' L TYPE ZL ARROW IS INSTAL"-ED 150' 8ACK OF STOP BAR. SECOND ARROW AT BEGINNING OF' LEFT TURN POCKET. ~E GORE STRIPE 1 ~~,,~ ~ ~~~M~~Hp"'HT ", Q TYPE 2[ RPM.. 20' DC. DETAil A r:{TYPE 20 .....ISED MVEMENT MARICER . I 40' I ~ 0 ,!"OOOJBLE VELLOW ~ :::::::::;;:~~';~;~NT DETAIL B .' ~ 4f- ,.INTEO STRIPE I. .' SPECIAL FlIVEMENT MARKING DETAil pt{~SiC!"1-_ p. _~: r .. 'CIlIll_ " ....t=I::f'. .... f)C:~~ ....c..,..,.,.."ftf ..1"I.........1IIRT1. "............ PAVEMENT REPAIR EXCAVATION DETAIl. IlIDfM'U.U .... .....n.. '''' ...."" n' .' I,;", :,:', ~ ",.." .... '''lo'' 1I11TlIlI.... 'g _ _I....CP CL,P! - -....cITe ':,'~.{\.M(}~.Pl.!(~i:' l;/,'!' f,\h'!I.~-,~~'ri~~I'll':":\' ", \t,'\'I;(~ q,'II';('~' ".'''''' ,~ '''.:1'' ~#I;!O :'.' l,j;,~:,,!.I'. .;..~:~t'..I.;W\.(\~.I:...1 M'.....,.. If' PEDESTRIAN/BIKE PATH DETAIL .rADON A/W 471 .. II TO ClO . 10 AT \;':'. .... 10 ..If.. , '~1iIlItI z o ~ ,... r ~ ".SOLlD WI 1\ . ~ [ ~ t, v'f'Qy( 32X 10 IIIlt!lI:l;d - 'I(ER "'""l.'r:Ii::f'" .... I ....c~_ft1' _""""'.. IIlWC1'U ".......'...... PAVEMENT REPAIR EXCAVATION DETAIL ""''''UL' ... ","n '" ,lIt ....nll rr .' ...".........L' co-c""..~ .';", :.:,.. .~ "'.",, ., I. ...... II'''' ... . g_...cP cc,. __....cnc "~:!,;.;~;:;.',~j\{<;(~~.;: I .. . o o .. z o ; t; l.ANE EOGE- :< ~i':',.::\r' ;.i;)';~,\i:;} P;' ~' : ,\" '! ~'i.~"i',V' I.l:"~l: \ ,..} '\(.;' f"'~ 'I,'.;';Nt , of......'.. ..... """<1." ...""~ PEDESTRIAN/BIKE PATH DETAIL. JUAnON R{W 471 . II TO ""0 . .0 AT TO' .0' ~ I I I ;S'SHLD TYPE I RAISED PAVEMENT MARKERS 3' D.C --, / 40' b! -- ~-- FARSIDE BUS PULL.OUT JiLUIl)ll RfW 444 + 10 RT R,IW "!Ii + 10 RT i!: ; ~ z c ~ .0' TO' 4rJ MI~ MIDDLE BLOCK BUS PULL.OUT JiIAI1I2Il A/W 441 . 00 TO 442 + 50 LT CHANNELIZATION AND MISCELLANEOUS DETAILS COUNTY ROAD PRueT 0812 OAK BAY ROAD OAt( BAY ROAD SWANSON\1u.E ROAD WALKER WAY ROAD CO. RD. NO. 580008 CO. ltD. NO. 514000 CO, 1'0. NO. 810000 W,P, 8.;' TO W,P. 0.54 ....P. 3.21 TO W,P. 3.13 ....P. 0.00 TO ....P. 0.02 OSPREY RtDCE ROAD P,\RAClst BAY ROAD CO. RD. NO. &'0100 CO. AD. NO. lS03aOO W.P. 0.00 TO ".P. 0.0' M.P. 0.00 10 0.07 ~~,~ $ --- --- i~ .Q"f'tASON' COUNTY, WASU. ...m.t,11 In<. , NIP~O\m' ! ' '{j I 1. "00 .~"'fff~ IHm 24 t1I' 2~ ..w ( ,. ~ ; ~ o IIlld::. L- o c;::) , '~:<^,.;..<. .-, 10 " '~;l ~!~{{-}S:~';r '-;'" ...... - .--. o ~ 32 x.1 0 , ""_._".... . " -- Z 1, <( . J:t- t-~ ~~. r war -' 0' Uo 00 , ffl~i -' t-' VlU. ~O'I ~> r ~5 u.<( !!la I: J:w t-:x: ZI- ;:0 zt- I. WW, ~5; UCI) 0- I. o!= Ww :X:U' t-- . ~b [ Z woo u- i=~ 0 t z t t ,V' a I. , I. I 0 I I I ("-~- o o .. SIGN RELOCATION SPECIFICATIONS ~'" ~'" """ [)OsnNIO LOCATION PRllPOSED LOC"l1()1o SIGH SIZE POST POST CUA ANtE Rtt.lARIC$ N~ (O(SCl'IPnOH) , , "An ~zt H' N' V . , W2-1 Cot) 502+70 ell) 502+70 (IT) 30' ,,- WOOD ."x 4- .0' T 11' , WU-I JOWPH NJV ---- ---- ,,- re' ---- ---- 0' , R2-1 SPtm otOWPH ~1+50 (AT) $01+50 (RT) ... ". WOOD ."x .- .0' T 11' , OSPREY I OAK eAY ." ". " ... WOOD ,.x .- " ---- ---- . Rl-1 STOP OSPREY 0+30 (LT) OSPREY 0+35 ell) 30' ,,- WOOD .0X 4" T 11' 0 . '" Am P.9. '+00 (If) P.8. Hoo (ll) ..- ,.- WOOD olUln2ea) .' O' T 11' 7 NAOLOO< 411IH5 (AT) 411,.." (RT) ,.- ". WOOD 4.X e- ---- 0' ---- 0 ~OAl,.~...:moCA.N1.L1 4115+40 CRT) 4'&+40 (AT) ... ..- WOOD .1(15-(2eo) n' 11' T 11' . lWI8AY .III+35(LT) "8+35 (Ll) ,,- O' WOOO ..oll' .." .' T 11' " 03-2 '.44-t.<WI ---- ---- ". .. ---- ---- ---- .' 11 RI-l STOP pa OUO Cll) PI 0+'5 eLl} 30- ". WOOD ,"X S- .0' T .' " W11-2 MJV P[t)UTllIAH 4115+115 ell) ..,.as ell) 30' ,,- WOOD 4.X 4" I.' T '" LOCATE BOIIND ClJAADRAIL " W1-JA NexT 112 WILE ---- ---- ..- re' -- ---- ---- .' LOCATE BeHIND CUAROAAlL .. TRUOC ROUtt .'~lS5 (AT) "5+"(RT) .,- ,,- """" ""XaeC211C1) I.' 11' T 10' LOCATE BOQND CUARDRAlL. TO W2-1 + ---- ---- ,.. ,,- ---- ---- " .O' LOCATE 8(I{JND CUARDRAlI. " "2-' 4OUJ'ti "'~ID(LT) ..U+1D(I.T) ,,- ". WOOO '" ,.' T '" LOCATE BEHIND CUARORAlL " W2-1 + ""'.150 'Rn "U+~tRn 30- ". WOOD .."x.." .0' T 11' .. W13-1 3Olol"H ADY ---- ---- ..' re' ---- ---- .' 11' " 't1-' STOf" 4411+35 (LT) ~a+," (LT) 30' ". WOOO ""x .. I.' T IT' " R2-1 SPLED uwn 30WPH 443+10 (LT) "'3+10 (LT) ,,' ,,- WOOD ..X ..- 10' T ..' LOCATE B[~ND CUARDRAlL SIGN RELOCATION SPECIFICATIONS ~'" SlCH T'l'PE DOST\HO LOCATION ,,"cpom LOCATlOf. SlCH SIZE POO' P.ST :,oST f!NC~, II a.lAJ NlCEw ROUlIlCS N. (DtsCRIPTlOH , , "An .'E 2' n\-:::t..lllwtng S1QiT 442+20 (LT) .t:JUO (LT) ,.. ,.- """" ..'X 4e ,.' T ,.' LOCA Tt eO~ND CUAADftAlL 22 W'l-I CftgSSIIOADS + "'I+20(LT) ""+20 (IT) ,.. ,.- WOOD 4"1( ... ,.' T ..' LOCATE BChlND CUAR~AlI. 2' WAiJ(tA WAY/OM e...v .57+10 (RT) .57+&0 (RT) " ..- WOOD O.X 0- .' ---- IT' " 1111-1 STDP ..51+15 (LT) 456+'" (IT) 30- ,,- WOOD ""X"- ..' T IT' " W'l-2 Sloe ROAC/lO' AT 44tI+:l0 (loT) 441+20 (IT) JO' ",' WOOD ""X ..- I.' T 11' " In-I STO!" S 0+35 ..... 30- ,,- WOOD ."X 4- 10' T 11' 2' SWANSON/OAIC lAY RD. 442+" A 442+10 R ,. ..- WOOD ,.X Ie " w___ 11' ..- - NOTn: vaSTlNO liON lOCATlDNS ME """OIQ.,ATt ONLY. '011 OIwtHtlONS IHO"'" Mt ...,,,ROIdW"'lL nNAL VAUIU PIAU. II: OCTlRWlMm N '"' MO. c E) (l'.~ ~\1.~ '- 10 {' SIGt SIGN SIC NO ,_~ t N[IWC'I'Ut .A\I(R VAt. BARKER SIC "(lflT LUOLCI "MT LUOlO "(lflT LUDlD 32 X 10 - I rlONS / _. ,.0- <U ..ct ROUJIICS ., . y . w r n' " ,.' r n' " ---- ---- r n' 0) " .. r n' ---- " ---- .) u' n' r n' ~ r n' ---- " ,,. r .' ,.' r 12' LOCATE: BEHIND GUARDRAIl ---- " LOCAlt BEHIND ClJAROflAlL .) ,.' n' r 10' LOCATt BtHlND CUARDRAIl " 10' lOCATE BOUND CUAADflAll ,.' r 12' LOCAlt 8[MlHD CUAADflAll ,,. r n' " n' W r n' ,.' r '0' LOCATt IltHINO CUAROfIAll nONS :1051 llHC~ ClL~ ..C:C ROt.lJtICS y . ,,. r 10' LOCATt BO'NO GUARDRAIl ,.' r 10' LOCAtt BtHIND CUARDIUoIL " ---- n' ,.' r n' ,.' r n' ,,' r n' " ---- n' (~ c o o .. SIGN REMOVA"L SPECIFICATIONS 'CN $lc;NT'l1"[ [)(lsnN'; SIGN Silt pos, post RtWARK$ '0, (DtsatIPTlOH) LOCATlCtl , y WATL ." 1 .""""" 4118+" (Ill) ..' ,,- WOOl) t.' 2 BEAYER VAUJ;Y STORE "'lJ+SS (RT) ,.. ,." WOOD ~, , IARJ([R STOftE 411a+~5 (In, ,.- ,.- WOOD " , . PORT WOl.OW "'&+40 (RT) ,.. ..' WOOD '" !!:.~ . PORT LUDlOW WARlNA 4U+30 (Ill) ,,- ""- WOOl) ..01.... , PORT LUDLOW ..se+.J:i (Rn ,,- ..- WOOl) II . COUNTY ROAD 'RO,!,CT 0812 OAK BAY ROAD OAK ''''1' ROAD SWANSONVlLLl ROAD WAIJ(Dt 'II"'!' ROAD co, RD. NO, &10108 CO, ft'D. NO. 014001 CO. ftD. NO. 010001 W.~&~W~'..~ U,~&~m~p,3.13 U~O~mW^A02 OtP"EY'UDOC "DAD 'AltAOUSr. lAY ROAD CO. "D. NO. 010101 CO. ItD, NO. IOseOf ....P. o.CO TO ",P. 0,01 ".ft. 0,00 TO 0,07 ~ .I:".,"SOH COUNTY, WADi. . amet,'x In< ~~7 ~ " ' '110 --- =--- ~ IHttT IS ar l!5 oc~ >....,...:..:..,'.".i ..:......;..: o o ~! , 10 32 X 10 o - o .. Z <l: . :I:t- t-~ ~~; Wu -'0 Uo C1)w'\ ff3:I: -' 1-' rn u.' ~Oi :;~ ~::::; u.<l: ~a :X:w t-:I: Zt- ;:0 Z t-, ww ~E! Urn 0- ot- Ww :X:u ~~ z wrn u- i= ~! o '! Z SIGN RELOCATION SPECIFICATIONS 'ON 'ON ..... DOSlIHc LOCAnoH Pft~osm LOCAnQt, gCH SIZE 'CST POST - T'~- ".. ..ct ....... '0, (OUCRlP'nON) x T .'T'L SI'" H. ., V . . "-1 (+) 502+10 (Ln 502.10 (U) 30" 30" WOOO ..X4. 10' T ,,' , "3-1 30WPH ADI/ ---- ---- ,.- ,,- - 0 ---- " , 112-1 sPEED 4(lI.lPH 501+50 (RT) !t01+~ (RT) "" 30- WOOO .....- .0' T '" , OSP1t(T I OAIC lAY .2> ." ,- ..- WOOO ,.x ... " ---- ---- , RI-1 StOP OSPREY 0+30 eLT) OSPR[Y 0+J5 eLl) 30" 30" .... .-x.. T ,,' , '" "" P.Il. '.00 (LT) ..... 1.00 (IT) ..- ,," wooo .X'-(2M) " r T '" , .....00< .'1.5~ CRT) ....." (RT) "'" ,,- .... .... .- ---- " ---- . ~M\~~~DCAHAl. .'&+40 (RT) 40&"'0 CRT) ..- ... wooo ..'.C.2.) n' '" T '" , OM 84" 0 ...eU5 ell) .N1+J~ eLl) ," '" .... ..x ..oo 0' T ,,' " 03-2 ..44-.... ---- ---- .,. ,- 0 - ---- ---- .' " ItI-l SToP PII 0...0 eLl) I'll 0+45 eLl) 30" 30" wooo ..x .- .~ T " " .'11-2 NJV I'mtSTRtAH .1I'+~ (Ll) ..,,+~ ell) 30" 30' .... .OOx .- W T .- LOCATE tl[IINO CUAA[)IIIM. " W7-oSA HOlT '/2 "IlL - - ---- "" to- o ---- ---- .' LOCATE BOIIND CUAJtOftA/l " TRI1CX ROUtt 4':k1$ (ltT) 41!t+li5 (ltT) ". ,,' .... .-1l',"C2...) .0' ,,' T ,~ LOCAlt IOIND CUAltOftNt, " W2-1 .. ---- - - ... ". -- ---- " to' LOCATt BOlIHO C:UMDRAI!. ,. R2-t .ow,," .1$+10 (ll) .''+10 eLl) ". 30" """" .. . .~ T U' LOCAlt 80111010 CUAROItA/l, " W2-t .. 4U+50 "13+50 'A" 30" 30' """" .-x..- I~ T It' I. Wl,J-1 JOWPH ADV ---- ---- II' to' -- ---- .' ,,' " iJll_, STOP -MI.," CLl) ....35 eLT) 30' 30' wooo ..ox 4" 10' T ... 20 "2-' SPaIl WIT 30WPH 403+.0 (Ll') 44II.s..IOCU) ,.. 30' """" ...ox ..- 10' T .0' LOCAlt lleHND CUoUlOiJIAJI. I. I I I SIGN RELOCATION SPECIFICATIONS s'" SlCH T'l7't D1S11HD LOCAnoH Pftc.osm LOCAnClf< S1CN SIZE l'OST 'OST :osr ~c~ ytUA "<C" MUlrl'IlS '0, CDtsatlPnOH) , , "An. .'" w 21 ~~. , ..~. 41'+"0 (1.1) "2+20(1.1) ,.' ",. wooo .01( .." 10' T I~ LOCAT[ II~O CUAMlfllAIL 22 W'2-1 ~OS$JtOADS ... 4nUO(L1) "'1+20 (1,1) ,.. ". """" ."It.'' 10' T .~ LOCATE ItHND CUARCWtAIL 23 WAUttJII WAY/ON< 14., 4&7+'0 (fiT) 451.50 (lilT) .' ..' """" '"x I. " ......... It' " IU-I STOl' .~.15 (l1) .".PCLT) .... 3D' wooo ..x "oO '0' T It' " W2..:z SlOt: ItOAD/tO" iJlT 448+20 (1.11 .....20(1.1) 30" 30' """" ..x .- .0' T It' If 111-1 STOP 10+35 . .... 30' 30" wooo .". .. I~ T ,,' " SWAHSOHIOAI( lAY ltD. 442..5 An 44U.10tltT'l " ..' wooo 10.,. .' ........ It' -- -- Hon DaIT'NO IIG1l LOCAl1ONl Ntf ~OlCl"'AT'E ONlY. !tOIl OIWOISlCtlI IHO,.. ARt Ar"'''OJlNA1L P"t4A&. YALutl IH.IU. II: DCTtJIIWlNID If ftC rIlJ), .('''W '6" .....- o q;Z;J . ...e, SIGI .'" . NO (DC: t H[IWt'l'tlll .["~,,It... I.utJl(ltU I'll'IT lUOLl P(ltt LUOll ,"on LU0l4 \4 --nr~_._-'----'3'2X1U ~""":i11 ....~~. f' '-r,-\',-.. ~ \ ~* :..:=.....a J"""'"'-i - I o o .. UIONS -. SIGN REMOVAL SPECIFICATIONS IT -.: 000__ % , " .~ r SON SlCN ,..,.,.[ ""'''''' $lCN SIlt 'OST POST REMARKS n' No. (O(SalIPnOH) lOCA no~ , , .....rt. On: .' N[.""'" 4.e+:i~ (AT) ... ,.' ""'" , .' '" r n' MAVOl VAULY ST~[ ..8+55 {AT} ,,- ,,- ""'" " IARK[Jt STOAe 411l+5:i(lm ,.. ,.. ""'" ~ " r ... POftT WOLOW "8+.0 (RT) ,,' ..- ""'" (J") .' .' r n' PORT LUDLOW .....RIN... 4111+30 (RT) 2'" ,.' ""'" a. OJA. " .' PORT WOlO. 4S6+35 eA ,,' ..- ""'" , rZM) n' n' r n' ,. r r n' .' ," '" r .' ,- I~ r .r LOCAl'[ IOINO ClJAltORAlL .' LOCATE' IDlNO CUAAOI'tAll (2.. ..' n' r I~ LOCATE IDlKD CUAlllOAAll .' ..' LOCATE BDllNO CUAlt~AlL ,,' r T2' LOCATE IDlND CUAllOltAlL I~ r n' .' n' ,,' r n' '" r ,.' LOCATE IOtHO CUAllDRAIl ~TIONS T I POST DOC'" I yew. ..a: ItDUltlCS , .. . Ir r I.' LOCATE 10000 OUMOftAlL ..' r Ir LOCATt BOtNO CUAltDA'N\. " ---... n' ..' r n' I.' r n' I.' r n' " ---... n' c-=.~ ""- u -- ,. - -A t .. , IJJi COUNTY ROAD PRMCT oa12 ,OAK BAY ROAD 0'" BAY ROAD sWAIlSClNWJJ: ROAD WAU<Ol WAY ROAl) CO. RD. NO. MOOO! co. "D. NO. 814000 CO. RD. NO. 8100011 ".P. e.~ TO ....P. 'Mi. IA.P. 3.21 TO ".P. 3.'" ".P. 0,00 to M.P. 0.02 OSPMY "IDCE ROAD PARADISE DAY ROAD CO. ltD. NO. 5t0101 CO. ltD. NO. &03800 ".P. 0.00 TO ".P. 0.01 II.P. 0,00 TO 0.07 ~ IHI:tT ID or III , o,lm'\) " 'h' .lUnIlSON COUNTY. WASH, ~~~' P.ramelrl Inc. ltoO --.. ir'~" \" ,,,' >", ,.. 'P"" . >..~~i~;~:Ift)i~';~':,!: :' i~D . ;"'H """"";\.''', "('; ,,, '. . . \,\ i ( o 32 ><10 - z <(0 :x:1- t-~ ~~l WU' -' 0' Uo C1)w'\ lfi:x: -'I- C1)u. -0 W> ::Et- ~::::; u.<( ~a :X:w I-:x: ZI- ;:0 Z 1-, WW, ~ 51 Ucn 0-' o!= WWI :x:u, ~i= -~; o.iJ 00: u- -:X:j bh: z I I . I ~ f .f r [ [ I: '[ fT ~( i it [ [ :t i i f , :"1 I, :. I II I (7' 0- o o o .. SET 2 JEFFERSON COUNTY DEPARTMENT OF, PUBLIC WORKS PROPOSAL FOR BXDDING PURPOSES OAK BAY ROAD OAK BAY RD. CO. RD. NO. 569908 H.P. 8.3 ~ M.P. 9.54, SWANSONVILLE RD. CO. RD. NO. 514009 M.P. 3.21 TO M.P. 3.13, WALKER WAY RD. CO. RD. NO. 510009 M.P. 0.00 TO M.P. 0.02, OSPREY RIDGE RD. CO. RD. NO. 510109 H.P. 0.00 ~ M.P. 0.01, PARADISE BAY RD. CO. RD. NO. 503609 H.P. 0.00 TO M.P. 0.07 COUNTY ROAD PROJECT NO. CR0812 Sealed bids will be received in the Jefferson County Commissioners office located on the first floor of the Jefferson County Courthouse, 1820 Jefferson street, Port Townsend, WA 98368, until 10:30 A.M., on the date scheduled for opening bids. - , ...i'J "~'''' ,,~:~ .." "",1, .J[f~'i; ,:'," 'i\':':'7Jv<":;;<r,1/,~:;' ::';/(~?';:;; <)~ ,i~j:: \ ,. , ~ll.l_l'itdl """""""" l , ~" ," ',./., ,) 1 I \ ! I I l 10 ......."n...- ~. I o o ," 32xJrJ It "" 'iIIIi" u o ............ o .. : I < I SUBMIT THE ENCLOSED PROPOSAL BOND FORM WITH YOUR PROPOSAL. USE OF OTHER 'FORMS MAY SUBJECT " YOUR BID TO RE.JECTION. ~".. NOTE: Use of olher forms may limn the bond below en emounl equal to live percent of the bid tolal. J c o ~:, ..) ~..~ , " - _1 j \ ! \ \ i. I I J , l l~ 10 ~ I 0 o 32 X 10 ~ .... - z <( . :I:t- t-~ ~~, ~u' uO o 00 WI' ~:J: ...J t-' oou. -0 w> :Et- ~::::; u.<( !aa :t:w t-:x: zt- ;:0 z t-, ww ~5': UCl) 0- o!= Ww :I:u t-- !!:b z woo u- i= :x: , 0....' z :r o o (..,,.~. -v o o .. I I I I [ I: I, [ I. 1 [ I. t_ I I I 1 I I PROPOSAL 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 OAK BAY RD. CO. RD. NO. 569908 M.P. 8.3 TO M.P. 9.54, SWANSONVILLE RD. CO. RD. NO. 514009 M.P. 3.21 TO M.P. 3.13, WALKER WAY RD. CO. RD. NO. 510009 M.P. 0.00 TO M.P. 0.02, OSPREY RIDGE RD. CO. RD. NO. 510109 M.P. 0.00 TO M.P. 0.01, PARADISE BAY RD. CO. RD. NO. 503609 M.P. 0.00 TO M.P. 0.07 IN JEFFERSON COUNTY AND THAT THE PLANS, SPECIFICATIONS AND CONTRACT GOVERNING THE WORK EMBRACED, IN THIS IMPROVEMENT, AND THE METHOD BY WHICH PAYMENT WILL BE MADE FOR SAID WORK IS UNDERSTOOD. THE UNDERSIGNED HEREBY PROPOSES TO UNDERTAKE AND COMPLETE THE WORK EMBRACED IN THIS IMPROVEMENT, OR AS MUCH THEREO~' AS CAN BE COMPLETED WITH THE MONEY AVAILABLE IN ACCORDANCE WITH THE SAID PLANS, SPECIFICATIONS AND CONTRACT, AND THE FOLLOWING SCHEDW"...E OF RATES AND ,PRICES: (NOTE: UNIT PRICES FOR ALL ITEMS, ALL EXTENSIONS, AND TOTAL AMOUNT OF BID SHALL BE SHOWN. ALL ENTRIES MUST BE TYPED OR ENTERED IN IRK.) ITEM I TOTAL Ha..--l OUANTITY ITEM I PRICE PER UNIT I TOTAL AMOUNT DOLLARS * DOLLARS ****************** PREPARATION *********************** AT L,S. 1 LUMP SUM L.S. MOBILIZATION 2 1. 6 ACRE CLEARING AND GRUBBING / I, ~CO.CO 3 150 S.Y. REMOVING ASPHALT ~ 750.00 360 L.F. REMOVING 3~o .tV 4 5 15000 L.F. ~50.<X' *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. r &<,,~ I --.-n ~~ -........ '....,b... l::l~ j j I J ~ I J t . l 10 - I o 0 32 x 10 I '. ~ -- Z <C . :I:t- t-~ ~~, ~a; uO o en WI' ffi:x: -'t- enu. -0 W> ~t- ~::::; u.<( ~a :I:w t-:x: zt- ;:0 z t-, ~~i :5 0\ UU) 0- o!= Ww :I:u 1-- ~b z wen u- i= :x: , Oh, z r o o (',~." I I I I I r [ I. [ 1 I I I I I I I I J ITEM I TOTAL NQ...........j OUANT ITY ****************** 6 7040 C.Y. 7 200 S.Y. 8 1013 C.Y. ****************** DRAINAGE AND SANITARY SEWER *********************** 9 3 C.Y. 10 7 TON 11 155 L.F. 12 65 L.F. 13 167 L.F. 14 68 L.F. 15 1 EACH 16 408 C.Y. 17 544 L.F. 18 544 L.F. 19 135 L.F. o o .. ITEM I PRICE PER UNIT I TOTAL AMOUNT DOLLARS * DOLLARS ROADWAY EXCAVATION, INC. HAUL AT *********************** GRADING DITCH EXCAVATION, LIGHT LOOSE RIP RAP TRENCH EXCAVATION TESTING SEWER PIPE PVC SEWER PIPE //',47.600 OCJ /, OM' 00 ~a;7~ .CO /OS.cc> 3$oOD:::) ~ ~.8'0 . C>D /,306 .OD ~67~.OO ~ 'lco.oa t.50.00 3~b'-l.C)O $/6 .00 /0~.Fp.OO /3;Sc'>().oO *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. r i !lo o (,-:) 'I I ! ~ J :1 i 1 r' . l 10 I o o 32 x 10 -- I I ~ . I :x:t- t-~ ~ ~1 f ~u' ug ff3 ~i I' -' t-' C1)u. -0 ~~: I ~~ .. ~a ~~ I: ;:0 Z t-, ~~; [ UCl) 0- ~~ [ t;:i= - ~ '1- wen !:! :i:j bh, Z [ '- [ ''r-'' o I. 1 I o I I I ITEM TOTAL 20 190 L.F. o o .. SPECIAL PAVED DITCH -.5J-.c::c:::> PRICE PER UNIT TOTAL AMOUNT * '/$0 -CO ITEM AT OIL/WATER SEPARATER 21 1 EACH ****************** SURFACING *********************** co2Cbo . D::) 22 1825 C.Y. GRAVEL BASE 23 990 TON CRUSHED SURFACING ****************** LIQUID ASPHALT ********************** 1..7, .3/'5- CO 24 6 TON ASPHALT FOR TACK COAT 25 $2,000.00 /o,9S'?~ /, St>O -00 ****************** ESTIMATED ASPHALT CONCRETE PAVEMENT ********************** $2,000.00 26 170 TON CRACK SEALING AT ":>-0 .00 27 300 TON ASPHALT CONCRETE FOR ASPHALT ****************** EROSION CONTROL ********************** 28 3485 TON SEEDING, FERTILIZING 29 160 S.Y. 30 1 . 3 ACRE 1,600-00 1t0$tJO-OO / /;, 'ift}-co ****************** TRAFFIC ********....***.**.*.* I, BOO - ~ *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. ,("~ c 0" ,,' \." - ;":, l.' l 10 I o 0 32Xlo ~~tiid ,- z <(' :x:t- f-~ ~~! Wu' -'0 Uo 00 W'I ~;: C1)u. -0 ~~ <(- 0::-' u.<( ~a :X:w f-:I: zt- ;:0 z 1-, ww :::i: ::::l.' ::J01 Ul/l 0- o!:: Ww :X:u f-- ~b Z Wl/l u- i= :I: , Oh. Z .V" o o (~., I I. f r I I: [ I, t 'I I. t [, I I I I I I :ITEM TOTAL o o .. ITEM AT PRICE PER UNIT TOTAL AMOUNT * ,f ".40 / '?O.f. gD ASPH. CONC. CURB I YJ 9 c:> '8, ~o J;;;j:;. ~ TEMPORARY STRIPING 7.51/ .a.> SPECIAL PAINT STRIPE .:?~:.JO"C>O SPECIAL PAINTED GORE &.::z "00 PLASTIC STOP BAR ? /7" d,o PLASTIC TRAFFIC ARROW /"'/1" 00 SPECIAL PAVEMENT /'~~"O~ RAISED PAVEMENT MARKER /tj3"fc,Cl <' .;2 'ilO. CC> /3/" t:Do L.S. PERHENENT SIGNING LUMP SUM ~5~.c.0 *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CF.NTS. 31 752 L.F. 32 33 34 35 3 EACH 36 79 EACH 37 214 S.Y. 38 15000 L.F. 39 23500 L.F. 40 620 L.F. 41 184 L.F. 42 3 EACH 43 5 EACH 44 0.88 HUND 45 0,47 HUND 46 LUMP SUM c &..t.,...) . t,,,:.,~,, f' '. I 10 - I o o 32Xlo -- z <(' :x:t- t-ai ~~; WU' -'0 Uo rnWi ~ ;:1 C1)u. -0 ~~. ~::::; u.< ~a :X:w t-:r: zt- ;:0 z t-, ww, ~51 Uen 0-' o!:: Ww :X:u ~g z wen u- -:r:, b"" z ,V' o o ('""'".~"''' ITEM TOTAL ITEM PRICE PER UNIT TOTAL AMOUNT * AT 47 LUMP SUM L.S. SIGN REMOVAL LUMP SUM AT 48 LUMP SUM L.S. ILLUMINATION LUMP SUM c1~ 819 AT 49 100 HOUR CONTRACTOR PILOTED .;:25.CD 50 $500.00 ADD. CONTRACTOR PILOTED $500.00 51 1000 HOUR TRAFF:IC CONTROL LABOR .CC> ~.tW. aD 52 :;;2,000.00 $2,000.00 r 53 182 S.F. .S-.o ~ /83 . c::c:> 54 LUMP SUM L.S. MAINTENANCE AND SUM ?,~-QC> **************~**** OTHER ITEMS *************************** AT ~ _S-CJ 55 269 C.Y. STRUCTURE EXCAVATION ~':?'i'~ -"SO 56 300 S.F. .1 a::> .00 57 72 S.Y. /.t/~-CO 58 60 C.Y. f'.,Z) -cO 59 13 C.Y. BACXFILL FOR 60 55 MGAL WATER g.)S-CO 61 5 EACH ADJUST MANHOLE / .ri.$C .OCJ I 0 0 o o .. I I I I I I. I [ l 1 I. I, I. I I f I I I *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. c b.-Ll Q (;;.1 ~ ~ ,. I {' ~ l 10 32 X 10 -.- Ji~u - ~-r'''' I r I I. [ [ [ [ l [ l l L L I r " I , C--',.... ,~,' ,'0" '," z <( . :x:t- t-~ ~~i w U' -'0 Uo en ' enW w:I: -'t- C1)u. ;;:;Oi ::E~, ~::::; u.<( !!?5 :X:w t-:I: zt- ;:0 z 1-, ww, ~5'\ UUl 0- o!::: Ww :X:u 1-- ~b z WUl U- ~:r:t Ohi z o o ...', TOTAL 4 EACH 4 EACH 10 EACH $2,000.00 LUMP SUM LUMP SUM 18 EACH o o .. ITEM PRICE PER UNIT * TOTAL AMOUNT ~MO oCJ,C) $00000 ~aJO'CO $2,000.00 5;0:::0 000 ~5ro'OD '7':< 000 *- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNI'l' COLUMN SHALL BE INTERPRETED AS CENTS. -'~......... AT /6:.50.00 MANHOLE UNDER 12 FT., DOL. ROADSIDE CLEANUP ESTIMATED AT L.S. TRIMMING AND LUMP SUM AT L.S. RELOCATE MAIL LUMP SOH AT q.a:J PLASTIC DRAINAGE ~Z7J '}3c.J. iPO./ / 6'/zo/94 '11V"--" DI~"1le7-1'~ 'R.e'I=U':l:.1'; ~GreO Q~n~ ~c>7Z- I,"i'C'Mo:. .,. '!>"l.J ~; ~ -;<J. 1'\"> 'Y/::"'12- ~~ ti z.,.. .' ~, ~ ""~'''''''''''"'''''Y'''', e" f~"\'~~":':"(" '. .,....,;";'";,.:,~,':,':..~:,'., ,'",.. "';""'.', :', " '~~"\:-:.~ ..,'~_...J.irj;:!';;t,t \"'1"'\ ',\', ;i~:,,' "'~"~ ,?~'"I''''''' . ""':"':.:;.', ,t' ) l 10 ~~ .1' :; ~ '/ J ,~' '.'i' I o 0 32Xlo ,- !. - z <( . :x:t- t-~ ~~ wu' -'0 Uo C1)w ffi:x: -'t- C1)u. -0 ~~ ~::::; u.<( ~a' :X:w I-:x: zt- ;:0 z 1-, WW1 ~51 UCl) 0- o!= W UJi ;: s,!, ~b z' WOO Us: i= ~I ~,i , '7'" , ! o o , " o o .. I' '. r [ [ [ [, I. I. I: [ '[ [ l [ I; I f I I ..., cA 0 FIR EMAN's FUND INSURAr'lCE COMPANY e bd:THE AMERICAN INSURANCE COMPANY O'NATIONAL SURETY CORPORATION FlREMANS FUND 0 ASSOCIATED INDEMNITY CORPORATION IJ15lIIUUII:EI:lIMI'AJOES 0 AMERICAN AUTOMOBILE INSURANCE COMPANY BID OR PROPOSAL BOND KNOW AU.' MEN BY THESE PRESENTS: That We, ACE PAVING COMPANY, INC. (hereinafter called the principal), as principat, and THE AMERICAN INSURANCE COMPANY . a corporation organ- ized and doing business under and by virtue of the taws of the State of NEW JERSEY . and duly licensed {or the purpose of malting, guaranteeing or becoming 80le Burety upon bonds or undertakings required or authorized by the laws of the State of WASHINGTON as Surety, are held and firmly bound unto BOARD OF COUNTY COMMISSIONERS-JEFFERSON (hereinafter called the Obligee) COUNTY In the Just and full 8um of FIVE (5%> PERCENT OF AMOUNT OF BID Dollars ($ ) lawful money of the United States o' America, for the payment of which, well and truly to bo made, we hereby bind ourselv~s and our and each of our succassors and assigns, Jolnlly and severally, firmly by these presents, ~::n;~;':~I~~h~~b;I~~: ~:~~:~:~~~.I:I f~~~~ THAT, WHEREAS, the above bounden principal ,as aforesaid, Is ob~ut to hand OAK BAY ROAD CRP NO. CR0812 in accordance with tho plans and specifications filed in the oUlce 01 the obligee and under the notice inviting proposals therefor. NOW, THEREFORE, If the' bid or proposal 01 sold principal shall be accepted, and Ihe contracl lor such work bo awarded 10 the prinCipal thereupon by the paid obligoo, and aald principal shan enter Inlo a controcl and bond lor the complellon oJ aald work as required by law, thon this obligation to bo null and void, olherwlse to bo and remain In full force and effect, IN WITNESS WHEREOF, sold Principal and aald Surely have caused these presenls to be duly signed and soaled this 20TH day 01 AUGUST .19 90 3110277-4.01 ~ a. . .... ..&(k- , . ""<. ','. \' I ..... ---!.NIE AMERICAN INSURANCE col-H'AR':-:- \. , By a~~'Ai?sSt~1lJ.~1 ~ ' STEWART Allom.y.ln,Facl r -~=. " .~!~: ,~;~~ ,,~~>>;u:~ir~:i;;:~~:~{;i:::"" , "'.' , t ".j. ,.10 : - ~ ~..:::: ~ :(7'77'" ~"""' j' : ~' ' , : ~, : ~,: .:..~~,,',: " I o o 32xlO tlilill 'u '. -- I z <(. :x:t- I-~ ~~: wu ~o Uo 00 W'I f:n:x: ~t- C1)u. ~Ol ::;~ ~::::; u.<( ~a :X:w t-:x: zt- ;:0 z t-, WW, ::;::;),: ~c~ UCI) 0- o!= ww: :X:u ~g z ill(/) u- -:x: b.... z ,V' o o o o .. I GENERAL POWER OF ATJ:ORNEY THE AMERICAN INSURANCE COMPANY I I KNOW ALL MEN BY TIIFSE PRESENTS: That THE AMERICAN INSURANCE COMPANY. a Corporation duly oraanizcd and e:dsting under the laws of the Slate of New Jerscy. and having its principal office in the City of Parsippany, State of New Jersey, has made, constituted and appointed. and does by these presentsmake,eonstilUleandappoint CARL M. LOVSTED, JEFFREY L. STEWART and CARL M. LOVSTED III, . jointly or severally SEATTLE, WA its true and lawful Attomcy(s}-in.Fact, with full power and authority hercbyconfcrred in its name. place and stead,loexecutc, seat, acknowledge and deliver any and all bonds. undertaking, recognizances or other wrillen obligations in the nature thcreof-------------------------------------- I I I I. and to bind the Corporation thereby ~ fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the Corporation and duly attcsted by Its Secretary, hereby ratifying and confinning all tbat the said Attomey(s)-in-Fact may do in tbe premises. This power of auomey is granted pursuant to Article VII. Sections 45 and 46 of By-laws of THE AMERICAN INSURANCE COMPANY now in full force and ef(ca, "Article VII. AppollJtmeat .ad Autborlty 01 ResideDt S<<reurles, Attomep.JD..F.ct .ad A,eats to .~pt u,d Procm.ad Mde Ap~"'Dces. SectlOD '-S. Appo/lJtmcal. Tbe Chalrmln of the BOlrd of Directors, tbe PrtSldeal, lay Vlce-PresldeDt or lay otber IWnon aatborlud by tbe BOlrd of Directors, tbe Chairman of tbe BOlrd of Directors, tbe President or lay Vlce-.Presldellt mlY. from Ume 10 time, Ippolal Resident Asslstaat Secretaries lad Auomeys-la-Fld 10 represent lad acl fOf IDd on bebalf of tbe CorpontloD aad Aleats to leapt Ira" pl'ocess IDd make IppeaflDCfS lor lad OD b~balf of tbe Corporation. S<<tJOD .c6. Autbority. The lutborily of luch Resldeat Asslslaat Secretarlet, AttorneYI.la-Fad IDd Aeeots .blll be as prescribed III the IDStrument evidencing tbelr appointment. ADY such .ppolatment aad aU authority lraated tberebym.,. be revoked It any time by the Board of DlrtCtors or bJ' an,. persOD empowered to make lucb appolnlmeal:' Ntsti~t~ ~g'MP~i~~~d,:~~i~~Yu:1f:l~:db6e~~~~Ut~eorltlt ~~~h:f~o~~~:-;i:14~:~1~~~nR~~r~~:~~~:Oba:edn ~:~o~~ ~:~~~RICAN "RESOLVED, that the signature of any Vlce~Presldent, Assistant Secretary, and Resident Assistant Secretary of thil Corporation, and the seal or this Corporation may be affixed or printed on any power of auorney, on any revocation of Iny power or atlomey, or on any certificate relating thereto, by racsimUe, and any power of attorney, any revocation of any power of .norney, or certificate bearing luch facslmlle .ignature or fac.imiJe seal sbaU be valid and binding upon the Corporation:' IN WITNESS WHEREOF, THE AMERICAN INSURANCE COMPANY has caused .hese presents 10 be slaned bylls VIce-PresideD', aod lIS eorporale seal to bcbereunloafo.edlhls 26th dayo( January ,lsIllL-, I I. I. THE AMERICAN INSURANCE COMPANY ~~~~~ l I. I I I I I I I By } Viof.PraWml STAT1! OF CALIFORNIA COUNTY OF MARIN Q, Onlhls26th dayof January ,19.22-,beforeme rsoDall eame R.D.Farnsworth , to me known, who, beiDa by me duly .worn, did depose and lay: thl. he Is Vice.Presldent or""'E AM~RICAN INSURANCE COMPANY, the Corporation described in and which executed the above Inslrumenl; lhat he knowl the seal of said Corpora lion; thai the seal affixed to the uJd InJlrumenlllluch corporate seal; thai h was 10 arruted by order or Ihe Board of Directors or saId Corporadon and thot he Illned his name thereto by lJke order. IN WITNESS WHEREOF, I have hereUDtO set my hand aDd a(o.ed my ornelal seal, the day and year herelD nut above mUeD, 1"@S"S11I1SHHIISltIl:~~~ri~::~r"lllsl ~ t/~ - NOTARY PUBLIC. CALIFORNIA I -~ Hoc",Pu'Il< , PrincipII Olfl" In Mlrln County M, C","",hllon ,"p1111 a",. II, '"I CER11FICATE IU.UIlN........""..............."......IIIIIIIIIII. } STATE OF CALIFORNIA ., COUIITY OF MARIN I o I,.he underslKned, Resldenl AsslstaDI s..:rctary orTHE AMERICAN INSURANCE COMPANY,a N1!W JERSEY CorporatloD, DO HEREPY CERTIPV thaI Ihe foresolns and auaehed POWER OF A'J'TORNI!Y remalnllD full force and has DOl beeD revOked,aDd funhennorelhll Artlele VII, s..:.IODS 4' and 46 oflho Dy~llw, of the Corporation, and the Resolullon of the Doard or Directors; let forth In the Power or Attomey. ue now In rorce. o r SllDed and scaled a'lhe CouDly of Marin, Dated Ihe ~ day of """". cY~ ~ ~""'"- ....... A.Ml...., km." 36071 '.TA.6.89 - I r Z [ <(' :x:t- t-~ [ ~~1 WU" -'0 Uo C1)w\ I: ffi:x: -'t- en u..', -0 ~~, I' ~::::; u.<( ~a I, :X:w t-:x: ZI- ;:0 Z 1-, I, ww, ~51 g~, ;1 o!= Wwi :X:u I- i=' "1 ~o Z ~~' i= ~i ~ ,! l l I ~r'" I 0 [ f 0 I I I ,-C'" , - .. .~~ 0 o o .. '" CONTRACTOR'S DECLARATJ:ON OF OPTJ:ON FOR KANAGEHENT OF 8TATUTORY aI:TAJ:NED I'DCBNTAGE 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 Date B. :I hereby elect to have the owner deposit the retained perce this contract in an interest bearing account, t withdrawal until after final acceptance of Au!!ust 20,1990 C. Z hereby elect to have the owner invest the retained percentage of this contract from time to time as such retained percentage accrues. :I hereby designate the repository for the escrow of said funds. l: hereby further agree to be fully responsible for payment of all costs or fees incurred as a result of placing said retained percentage in escrow and investing it as authorized by statute. The owner shall not be l.iable in any way.1!or any costs or fees in connection therewith. as Date Signed IS ~:' I Jo ,:,-:' ':">:'~~'~?f.:rHI}":.~ o~~~ L,.I . ,c._. ...... ',. .'~, ,. ~ ,,"1.. "Ii ,0' --=~~- !r.'~'.A_.. I I I 110''';;,; o o lML1' 32xlo lIIM1' ....~. .~'C -- z <(0 :x:t- I-~ ~~! Wu -'0 Uo 00 , ~~\ -'t- en u. ~O'I :;;~ ~::::; u.<( ~a :X:w I-:x: zt- ;:0 zl- UJ WI ~5'i UCI) 0- Cl!= UJw :x:u 1-- ~b z u.icn u- i= ~! o ' z ,V' o o ('-;;-' ' o o .. I I r I I I I I 'I. l [ l I. l I I I I I 50N-COLLUSXON aFPIDAVIT * STATE OF WASHINGTON S8 *. COUNTY OF Kitsao I, the undersigned, an authorized representative of *.* ACE PAUT"''' "n TN" being duly sworn, deposes and says that the personCs), firm, association, or corporation J<<jlj (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the project for which this proposal is sUbmitted. I. further acknowledae that bv slanina the Dronosal sianature Daae of the Dronosal. I am deemed to have sianed and have aareed to the Drovisions of the noncollusion affidavit. * If notarization of proposal t.akes place outside of Washington state, DELETE WASHINGTON and ent.er appropriate State. ' *. Fill in county where not.arization of proposal signature takes place. *..Fill in firm name, fi r '''-~ 0<:> LL. _~L~ M~: 1 1 " 1" l'~ 'i \' } ,,~ :,1~ ,~< ;'1 'b /: !I ,'. 10 :.:.~~ I o o ~2 X I rtJ -- Z <t ' :ct- t-~ ~~, W::L -,U uO C1)~: ~ ;:1 C1)u. -0 w>- ~t- <(- a:-' u.<( ~a :X:w t-:c zt- ;:0 zt- ww ~5<; UCl) 0- o!= Ww :X:u t-- ~b z wen u- i= ~, o ' z ,.. o o I I I I I I I I I ". I, I, I i I I' I I I o o .. PROPOSAL - CONTINUBD The bidder is hereby advised that by signature of this proposal he/she is deemed to have acknowledged all requirements and signed all certificates contained herein. A proposal guaranty in an amount of five percent (5') of the total bid, based upon the approximate estimate of quantities at the above prices end in the form as indicated below, is attached hereto: CASH XN UB aMOD'H'l' OF CASHIBR'S CHBCK DOLLlIRS CERTIFIED CHECK ct PAYABLB !I'D DE COUNTY 'S'REASORBR ** PROPOSAL BOND XN UBaMOD'H'l' OF 5% OF DB BID .*Receipt is hereby acknowledged of \ topherson;' Presiden't J' ;'<, )," ".,:,) "UK HAHB, ACE PAVING CO. >)INCj t i'i~, ) (ADDRESS) P.O. Box 4100 Bremerton, WA 98312 Signed and sw~or affirmed) before /Or-Y L -- NOTARY PUBLIC R/;L(I19D Date ,,\,\;1, lIIe on My appointment expires .3 kl.q,---, , Note: t' 111/,/:' " , \ '. (Seal or ,stImP~ " Ji " . This proposal is not transferable and any eiterA~io~bf the firm's name entered hereon without prior parmLssion from the County Commissioners will be cause for consider- ing the proposal irregular and subsequent rejection of the bid. Please refer to ..ction 1-02.6 of the standard specifica- tions, re: .preparation of Proposal," or "Article 4" of the :J:nstructions to Bidders of building construction jobs. (1) (2) 7 (~<-;~..--- c oc:~ t' . - ~' .....11 '" 10 I o o 32 X 10 ............. V' I I I I I [ 'I I 1 1 I, I, I I, I ,.. I [ I <('''' '-0 ._. ,-,-- z <(' :x:t- t-~ a:: ;:E, <(::> wu -'0 Uo 00 WI' ~:x: -'t- U)u. -0 ~~ <(- a::-' u.<( ~a :X:w I-:x: zt- ~o z t-, ww, ~5: UCI) 0- Cl!= Ww :x:u 1-- ~b z woo u- ~ :tj o to-, Z o o .HI.. o o .. PROPOSAL BOND KNOW ALL MEN BY Tt-ESE PRESENTS. That we. of as principal. and the a corp or- ation duly organized under the laws of the state of . and authorized to do business In the State of Washington. as surety, are held and finnly bound unto the County of Jefferson in the full and penal sum of five (5) per cent 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. that whereas the principal herein is herewith s!JbmlUing his or its seale.d proposal for the following: . .. said bid and proposal. by reference thereto. being made a part hereof. NOW, THEREFORE. If the said proposal bid by said principal be accepted, and the contract be awarded to said principal, and if said principal shall duly make and enter into and execute said contract Oncf shall furnish bond as required by Jefferson 'County within a period of twenty (20) days from and after said awcrd, exclusive of the day of such award. then this obligation shall be null and void. otherwise it shall remain and be In full force and effect. IN TESTIMONY WI-EREOF. The pr'nclpaland surety have caused these presents to be signed and sealed this _day of .19_. G>rlno lpal I "'lncalpon CAI1..... rlrrleoU ~ cs...,~, r ec,,} ~ .,"::"':':'" ~~ ~ IlII (0 I 10 I o o 32 X 10 411III -- z <(' :x:f- t-ffi ~::;, w G' dg 00 . ff3~1 -'f- 00 u. ' ~o :E ~, ~::::; u.< 00::> _0 :X:w t-J: zt- ;:0 z t-, ~~,( ::;lC' Uen 0- o!:: ww; :X:u t;:i= _0 z wen u- r= :J:, 0'"': z ,r o o ("".0"'-" "-- . o \ I I I I I I I I I I I I I I I I, I l CONTRACT JEFFERSON COUNTY, WASHINCTON THIS ACREEMENT, made and entered into this f '"1 ~ day of &~~k 191Q ---J 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 _____ ArC) P~\Jing rn 1 Tnr of RY'omC/lvo+on, l.l^. hereinafter called the Contractor, WITNESSETH: That in consideration of the terms and conditions contained herein and attached and made a part of this agreement, the parties hereto covenant and agree as follows: I, The Contractor agrees to furnish all materials and do certain work. to wit: That the said Contractor herein will undertake and complete the following described work: n~k R.y Rrl rROR1? M P R ~ tn M P 0 54 in accordance with and as described in the attached plans and specifications and the Standard Specifications of the Washington Department of Transportation, which are by this reference incorporated herein and made a part hereof, and shall perform any alterations in or addition to the work provided under this contract and every part thereof. The Contractor shall provide and be at the expense of all equipment, work and labor of any sort whatsoever that may be required for the transfer of materials and for constructing and completing the work provided for in this contract and every part thereof, except such as are mentioned in the specifications to be furnished by the County of Jefferson. II. The County of Jefferson hereby promises and agrees with the Contractor to employ, and does employ the Contractor to provide the materials and to do and cause to be done the above described work and to complete and furnish the same according to the attached plans and specifications and the terms and conditions herein contained, and hereby contracts to pay for the same according to the attached specifications and the schedule of unit or itemized prices hereto attached, at the time and in the manner and upon the conditions provided for in this contract, The County further agrees to employ the Contractor to perform any alterations in or additions to the work provided for in this contract that may be ordered and to pay for the same under the terms of this contract and the attached plans and specifications, III. The Contractor for himself. and for his heirs, executors, administrators, successors, and assigns, does hereby agree to the full performance of all the covenants herein contained upon the part of the Contractor. IV, It is further prOVided that no liability shall attach to the County by reason of entering into this contract, except as expressly provided herein. 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, Foregoing Contract Approved and Rotified ,19_ Sursty By Attarney in Fact SEAL App oved os to form this ~QY of .s'~l:19~ ~ ~<;:;;" proseouting Attorney "'Cle<p"""; ) ~ ~) 0,,, '::rr: J. <~ ',1' ef}' ~r"i io. I I i \ 1 1 I i ~ ,~ :d J r' " 10 ;: - I o o 32 X IOi -~ """"""'" z <(' :x:t- t-~ ~~, Wu --'0 Uo U'Jw; ~~l C1)u. -0 W>- :Ot- <(- a:-' u.<l: ~a :X:w t-:x: zt- ;:0 zt- WW, ~5' UUl 0- o!= WUJ :x:u t-- ~b z wCJ) u- i= J:, 0.... , z V' o o o CONTRACT BOND JEFFERSON COUNTY. WASHINGTON BOND NO. 1111 9153994 KNOW ALL MEN BY THESE PRESENTS: That Ace P~vinCJ Co., Inc. ;~relllcrton , WA AMERICAN INSURANCE COMPANY of . as Principal. and THE Surety. as are jointly and severally held and bound unto the COUNTY OF JEFFERSON, the penal Bum of Four .Ln'lr "nrl fiO(lOO p<:J'Iment ot which we Hundred Twpnty Seynn Thousand Nine Dollars (54?? 934 fiO jointly and uevcrally bind Hundred Thirty ---!. for the ourGclves, our heirs, executors. administrators, and assigns. and successors and assigns. firmly by these presents. The condition of this bond is such that WHEREAS. on the 28th day of AUGUST . A,O" 19~ the said Acp PAying Cn ror Principal herein. executed a certain contract with the County of Jefferson. by the terms. conditions and provisions of which contract the said Ar.n Pavinn Cn lnr . Principal herein, agrees to furnish all materials and do certain work. to-wit: That the said Principal herein will undertake and complete the fOllowing described work: Oak !Jay Rd, ern"l? M P R 3 to M r 9 54 ~in Jefferson County. Washington. as per maps, plans and specifications made a part of said contract. which contract as so executed. is hereunto attached. and is now referred to and by this reference is incorporated herein and made a part hereof as fully for all purposes as if here set forth at length. NOW. THEREFORE. if the Principal herein Ghall faithfully and truly observe and comply with the terms. conditions and provisions of said contract in all respects and ahall well and tl'\lJy and fill IV 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 Game io accepted. and shall pay all laborers. mechanics. subcontractoro and materialmen, and all persons who shall supply uuch contractor or subcontractor with provisions and supplies for the carrying on ot such work. and ohall in all rcopects taithfully perform said contract according to law. then this Obligation to be void. otherwise to remain in full torce and effect, WITNESS our hands thio 19~. day of 28th AUGUST . '!'/IE ANERICAN INSURANCl, COI1PANY SURETY COMPANY By: 5l1JupS-~-:r By: JEFPREY r... STEWART A t Corney" i n-E'ac t A['PHOVED I\S TO FORM d;) 'I 0 f Sc!f'-k-..... ~ ~L Prooecuting Attorney Chio 1'1t--- 19~, Address of local office and agonc of ourety company:______ r..oVS'rED COMPANY ..1.2~ 'nITRD AVR. WEST, slwr~'t,T,1, WA 9All!> Phone No, 2M-2Fl5-7735 - ( \::I'Gf"'+' ) (~~. o ) ..-~- c " " 'i1 1 11 'ff l Ij :! ,{ ~ '~ j , 10 ~ I o o 32 X I 0 -- z <( , :x:f- t-~ cc :::;:, <(=, Wu -'0 uo ffi~l -'f- C1)u. -0 w> :::;:t- <(- cc-' u.<t !:!?a :X:w t-:I: zt- ;:0 z f-, w w, ~5'\ Ucn 0- o!= Ww :X:u t-- ~b z wen u- i=~ o ' z V' o o c~--;' o o .. "GENEJl\.! ' POWER 0.' ATTORNEY THE AMERICAN INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS: That THE AMERICAN INSURANCE COMPANY. a Corporation duly organized and existing under the laws of the State of New Jersey, and having its principal office in the City of Parsippany, State of New Jersey, has made, constituted and appointed, and does by these presents make, <on5liIUleand appoint CARL H. LOVSTED. JEFFREY L. STEWART and CARL 11. LOVSTED III. jointly or severally SEATTLE, WA its true and lawful Auomey(s}in-Fact. with full power and authority hereby conferred in its name, place and stead. to execute, seal, acknowledge and deliver any and aU bonds, undertaking, recognizances or other written obligations in the nature thereof-------------------------------------- and to bind the Corporation thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the Corporation and duly atlested by its Secretary. hereby ratifying and confirming all that the said AtlOrney(s}-in-Fact may do in the premises. ~~wer of attorney is granted pursuant to Anicle VII. Sections 45 and 46 of By-laws of THE AMERICAN INSURANCE COMPANY now in full force and .., Artlc:Je VII. AppolDtmcat aDd Authority of Resident &errtaries, Attom~ys-/a-Fact aDd Agents to aCftptUga!ProcessandMdeAppea,.lJcu_ Section 4S. Appointment. Tbe Cbalnaan of tbe Board of Dlruton. tbe President, any Vice-President or any otber person antborlzed by tbe Board or Dlrecton, tbe Cbairman or tbe Board 01 Dlredun, tbe President or any Vice.Prrsldent may, from time to time, appoint Resident Assistant Secretaries and Auomeys-In-Fyct .0 represent and act lor Ind on beball olthe CorponlUon and Agents.o accept legal process and make appearaDC'C5 lor and on beball or .be CorporatJon. '. Section 46. Authority. The autbority 01 sucb ResldeDt AsslstaDt Stcretaries, Attorneys-In-Fact and Agents shall be as prac:ribed In tbe Instrument evldencln. tbelrappolntment. Any sucb appolntmentaad aUautborlty gr..nted thereby mil' be revoked It any time by .be Baird 01 Directors or by any penon empowered to make sucb appointment." This power of attorney is signed and sealed under and by the authority of the following Resolution adopted by the Board of Directors of THE AMERICAN INSURANCE COMPANY at a meeting duly called and held on the 31st day of July, 1984, and said Resolution has not been amended or repealed: IORESOLVED. Ihat the signature of any Vice.President, Assistant Secrelary, and Resident Assistant Secretary of this Corporation, and the seal of this Corporation may be .fr!Xed or printed on any power of attorney, on any rcvocation of any power of attorney, or on any certificate relating thereto, by facsimile, and any powcr of attorney, any revocation of any power of attorney, or certificate bearing such facslmllc signature or facsimile seal shall bc valid and binding upon the Corporation:' IN WITNESS WHEREOF, THE AMERICAN INSURANCE COMPANY h.. caused these presents to be signed by Its Vice. President, and Its corporate leal tu behef<unloam"edlhls 26th dayor Januarv . I~~, THE AMERICAN INSURANCE COMPANY ~~ By Vlcr-Pr"Id~1 STATE OF CALIFORNIA } COUNTY OF MARIN IS. Onlhls~dayor January .19~,beroremepcrsonallyeame R, D, Farnsworth . to me known, who, beina by me duly sworn, did depose and say: that he Is VJce.Presldent of THE AMERICAN INSURANCE COMPANY. the Corporation described In and which executed the above Instrument; Ihat he knows the seal ot said Corporation; that the sealafnxed 10 the saJd Innrumenl is such corporate seal; Ihat It was 10 affixed by order oflhe Board at Directors of said Corporation and that he slaned his name thereto by Uke order. IN WITNESS WHEREOF. I have hereunto set my hand and arraxed my ornc:lalaeal, the day and year herein nrst above wriuen. '..'H.'..IIHH.,.ttlllIlI....lllmlt'nl""UIIll..... . OFfICIAL SEAL E ~ I / . J.M.VANDEYORT i V~ NOTARY PUBLIC. CALIFORNIA I - -' No.."."",,1c . PrincipII OIfICl In Morin Counly M, C....mh~.n bpl'lI Auo, 18. 1991 CERTlnCATE 1......'"111111......1.....111.'...'1.....1111111I...... STATE Of CALifORNIA COUNTY OF MARIN } IS. I. the undculgned, ResldenIA"lst.nt S..relaryorTHIlAMIlRICAN INSURANCIl COMPANY.. NIlW JIlRSIlYCorporatlon, DO IiIlRllny CIlRTIFYthal W:.{~~~lgJ~~:~~~~r~~i:n~~~~I~ ~~I~~~~~t:~~:~~s~~ h~~I~~~~::al~~ ~:~~~~ ~~n~~~~~~~:^~t~~~:~~~~~~:~~~~7Ie VII, 5<<llonI4.1 and 46 of Ihe Signed and scaled allhe County or Marin, Oa..d Ih. -2.!lJ:,h.. dayor 1\ rtr.f1 Q.1'J1 ,19~. ~~~ Rf'tidftU ",...hlu' s.cntarr 360711.T...,6.89 .. ---- c " oc~ \ I 1 I I I i I , ! I I , ! 10 I o o 32 X 10 - z < ' :x:t- t-~ ~ ~l WU' dg en Wj' fib: -'t- enu. ;;:;0 :; >, ~5 u.< ~a :X:w t-:x: zt- ;:0 z 1-, w w! ~ 5i Uen 0- o!:: Ww :x:u I- i=, !:!:o z wen u- i= ~; o ! z ;V" I , o o o o .. ~' .'-~ FIREMAN'S FUND IHSURAHCE COMPANIES The American Insurance Company Specialty Insurance Moiling Address: Son Rafael, CA 94911-2400 Street Address: 40.40 Civic Cenler Drive Son Rafael, CA 94903 (415)491-3000 AMENDMENT TO GENERAL POWER OF ATTORNEY Effective June 1, 1990, the domicile of THE AMERICAN INSURANCE COMPANY changed from New Jersey to Nebraska. All other terms and condi tions of the attached General Power of Attorney remain in effect. IN WITNESS WHEREOF, THE AMERICAN INSURANCE COMPANY has caused this amendment to be signed by its Vice President and its Resident Assistant Secretary this ~ day of Julv , 19~. THE AMERICAN INSURANCE COMPANY By ~-:::;;-::;'-- - ,~ R. D. Farnsworth Vice president By ~~~ Resident Assistant Secretary ___.__..J_.__'.. .,,' .....w.,. ....._,...... .... (~ ;:: ~.~,~'. .'.' ,.-- -~ , ....-..i. . 0 (' "~ ::'~:~r::'2:r~;T~',', '; '. ?""'~d' I::;/,,!;';''''>';', ",',;,:",1/.' o --"- .c,' ;:.10 ::::'~::: - T"~" . I o o I ,3~x~Elj ........... z <(' :x:f- t-~ ~~1 wu' -'0 Uo C1)w"\ ~J: -'f- C1)Uo -0 ~~! <(- a:-' u.<( !Q8 :X:w t-J: Zf- ;:0 Z f-, WWI ~ 51 g!Q of- w ~~ :X:u t-i= ~o Z W(/) u- i=~ o Z ,V''' I , '0 o o o .. I . , ,i PA:~:~.I~I.~ ' CERTIFICATE OF INSURANCE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS I LOVS TE 0 COMPANY NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND, . 424 TH I Ro AVENUE WEST EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW ISSUE DATE (MMIOO/YVl 9/7/90 ! I I i I i !'NSUAEO I I I I SEATTLE. WA 98119 (206) 285-7735 E~T~~~NY A TRANSCONTI NENTAL I NSURANCE COMPANY COMPANIES AFFORDiNG COVERAGE f~~~~NY B CONTINENTAL CASUALTY INSURANCE I tiC. ETAL ACE PAVING COMPANY, POBOX 4100 WYCOFF STATION BREMERTON, WA 98312 E~T~~~NY C P~T~~~NY D f~fr~~NV E COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSUREO NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO All THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, liMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, CO LTA POLICV EFFECTIVE POl.ICV EXPIRATION DATE (MMIOD/VY) . DATE lMM/OD/YVj ALL LIMITS IN THOUSANDS POLICV NUMBER TVPE OF INSURANCE I GENERAL LIABILITY A X COMMERCIAL GENERAl. LIABILITY CLAIMS MADE X OCCUR. OWNER'S & CONTRACTOR'S PAOT, 1,000 1,000 1,000 1,000 50 5 GL 704645372 7-1-90 7 -1 - 91 GENERAL AGQREGATE $ PAODUCTS.COMPfOPS AGGREGATE $ PERSONAL & ADVERTISING INJURY EACH OCCURRENCE FIRE DAMAGE (Any ono fire) MEDICAL EXPENSE (An)' ona person). $ ~~~~~ED S 1 t 000 LIMIT BODILY INJURY (Por por.on) BODIl.Y INJURY S (Per Decldenll PROPERTY DAMAGE X STOP GAP II B AUTOMOBILE LIABILITY X ANY AUTO I ALL OWNED AUTOS SCHEC.UtED AUTOS HIRED AUTOS NON.OWNED AUTOS GARAGE LIABILITY $1,000. PROPERTY DAMAGE DEOUCTIBLE i\PPLIES ON "PER OCCURRENCE" BASIS BUA 7046453-69 7-1-90 7-1-91 EXCesS LIABILITY EACH OCCUFlAENCE . AGGREGATE OTHER THAN UMBRELLA FORM j~H6.Q..~OI":' QO. WORKeR'S COMPENSATION ANO eMPl.OVI!RS' LIADILITY STATUTORY (EACH ACCIDENT) (DISEASE-POLICY LIMIT) (DISEASE-EACH EMPlOYF.E OTHER D!8CRIPTION 01' OPI!RATION8/LOCATION8/VIHICLI!S/8PICIAL 111M. IT IS UNDERSTOOD THE CERTIFICATE HOLDER NAMED BELOW IS AN ADDITIONI\L INSURED BU'I' ONLY I\S RESPECTS I OI\K BI\Y ROI\D PROJEC'l', IICR 0812 CEAfiFiCAi'iliiOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIEB BE CANCELLED BEFORE TliE EXPIRATION DATE THEREOF. THE ISSUING COMPANY WILL ENDEAVOR TO MAil -Ul_ DAYB WRITTEN NOTICE TO THE CERTIFIOATE HOLDER NAMED TO THE lEFT, BUT FAilURE TO MAil BUCH NOTICE StiALL IMPOSE NO OBLIGATION OR liABiliTY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES, "'AuTHOiiiiiii"AiPAIIINT~% -./ <'/ ./ ... '. ,'r~tf4~{;:;~~,;~:~:n~;O~'tl0 JEPFERSON COUNTY DEPT. OP PUBLIC WORKS P. O. 130X 1220 PORT TOWNSEND, WI\ 98368 ~~.~~.,~~.:~Jl.l!!~L"_"___~___-,-__. (~-"._._-~~, '-'-','\"('" c. or!) '-1',...."... JJaI ' A t :~;;{._1\ ,,'j,::,; , ..--........ 10 - I o o 32 x I 0 ---. - o - o .. ('-,,' ", ~z a I ~arametrlx, Inc. 4970 Auto Center Way Bremerton, WA 98312 2'.:oQ.-377.....')Q14 206-38:)..1635 Z <C . J:t- t-~ ~~) wu' -'0 U 0' C1)w ~;: (/) u.' -0 ~~; ~::::; u.<C ~a' :x: ' I-~ ZI- ~~, ww, ~ 5l u(/) 0- o !::: wwi :X:U, I- i= i u. 0, -Z' W(/)' u-' i= J:i Oh: Z "I , v September 27, 1989 PMX: 13-1820-01 [;- ('-:J ,,'-, 28 ;989 Jefferson County P.O. Box 1220 Port Townsend, Washington 98368 I~r.rl:l~t~.~~; :-~- >::'L .;~:i !Ln'~ T\'~ t.,l.;_,_~" LOi:I-;,:; tiE'PT. Attention: Aubrey Palmer Dear Aubrey: Recently reviewing Exhibit A of my copy of the Agreement, I found we inadvertently left out Task 1 CR0811. Assuming your copy also has Task 1 missing, I am sending you a complete set of Exhibit A for your records. I rearranged the pages by projects versus tasks. Also, I received copies of our revised invoices that you corrected. We will correct future submittals to conform to the Agreement. ak t;uly;~ -/~ P.E. o I G o (-' -'0 _.,--: ' . ,~ . .,.. .. ..,....,... ': . ,', ,. -""," .....,.,.. ;': 'C"" :''(-h '.__' ......,..-...,' ,...c...,...,..-,...:,.,..,".....; 'ji' '~.',', ''it: -;..;,', -'.,.. " ., "'''''''''0' f!:~""'" " , ..'_:,;,~;:;'~'1.~i.r.'.'~~,'j-:~:\, ............... Z <(. :x:1- t-iiS ~~, Wu -'0 Uo 00 wI' ~J: -'I- C1)LL. -0 ~~, <(- a:...J u.<( ~a :X:w t-J: ZI- ;:0 Z 1-, ~~I ::lOl UUl 0- O!:: Ww :x:u ~~ z w(J) U- ~ :1:1 Ot--, Z ,V' o o l (cm-;-'. ._ o o .. c EXHIBIT "A" c COST PLUS BET :rEE DETERMINATION CROS79 - BEAVER ~LLBY ROAD, M.P. 7.03 TO X.P. 7.&6 TASIt 1. TRAFFIC DATA DEVELOPMENT AND REPORT DIRECT SALARY COST: PERSONNEL MAN HOURS RATES OF PAY ESTIMATED COST Berschauer 3 26.50 79.50 Franklin 62 25.75 1596.50 Technician 25 15.00 375.00 Drafter 26 12.00 312.00 Word Processing 11 9.50 104.50 TOTAL 2467.50 DIRECT NON-SALARY COST: Travel and Per Diem Per Diem weeks @ $ ......... $ Per Travel Trips @ $ ......... $ Cars @ $ per month @ months 250 miles @ $ .24 ......... $ 60.00 Office Equipment Rent $ per month @ months Equipment Rental $ per month . :::: months Reproduction Expenses ................................ Communications ....................................... Traffic Count (Burt Hughes) .......................... TOTAL 8UMMARY OP :rBB rOR BNGINEBRING SERVICBS, CR057t Direct Salary Cost ................................... Overhead Cost (incl. payroll additives) .......163t... Net Fee ............................................... Direct Non-Salary Cost: a. Travel and Per Diem ............................. b. Reproduction expenses ..............;............ c. Computer expenses ......................."....... d. Outside consultants ............................. e. Other (Specify) ................................. 'l'OTAL Page 1 of 14 [ 0.. C...'.".) ."':;:j $ $ $ 290.00 $ $ 250.00 . &SOO.OO $ 2467.50 $ 4022.03 $ 778.74 $ 60.00 $ 290.00 $ $ 250.00 $ $ 78lS8.215 , i I 1 1 i i j i I i j . I I I , "r .J 10 I o o 32 X I 0 - z <( , :x:1- t-~ ~~, Wu -'0 uo 00 , ~~l -'I- C1)u. -0 ~~' ;:2::::; u.<( ~5 :X:w t-J: ZI- ;:0 Z t-, ww, ?!5 5~ Ucn 0- o!:: Ww :X:u t-- ~b z wen u- i= [:!:! 0' Z ,V' o o ~ ~ c ( c--;""'" , ,. --- o o .. T.", '-.'~ EXHIBl:T "A" COST PLUS NET PEE DETERMl:HATl:OH CROS79 - BEAVER ~LLEY ROAD, X.P. 7.03 TO M.P. 7.66 TASIt 2. LOCATION OF ROADWAY DIRECT SALARY COST: PERSONNEL MAN HOURS 4 62 91 131 33 9 RATES OF PAY 26.50 20.50 16.50 27.50 19.00 9.50 Berschauer Rowland Brones 2-Man Crew Technician Word Processing 'rOTAL DIRECT NON-SALARY COST: Travel and Per Diem Per Diem Per Travel weeks . $ Trips . $ Cars . $ months miles . $ ~ ......... $ ......... $ per .onth . ......... $ 1200 Office Equipment Rent $ per month . ____ .onths Equipment Rental $ per month . ____ .onths Reproduction Expenses 5 Supplies...................... Communications ....................................... Title Reports 4 ea . 100.00 .......................... 'rOTAL 8UMMARY OP .BB .OR BNGl:HBERING 8BRVl:CBS, eR057t Direct Salary Cost .................. '. . . . . . . . . . . . . . . . . Overhead Cost (incl. payroll additives ....163'....... Net Fee ............,.................................. Direct Non-Salary Cost: 11. b. c. d. e. Travel and Per Diem ............................. Reproduction expenses .:......................... Computer expense ................................ Outside consultants ............................. Other (Specify).. Title Reports ,... .,... ..... . . . . 'rOTAL J. Page ~ of 14 . ''''J,,,,,.',,,,,,,,,,,-, c 0(') , ..l.l..:.. ESTIMATED COST 106.00 1271. 00 1501.50 3602.50 627.00 85.50 7193.50 420.00 I 1 I $ 225.00 $ $ 77.00 $ $ 400.00 . 1122.00 $ 7193.50 $ 11725.41 $ 2270.27 $ 420.00 $ 77.00 $ 225.00 $ $ 400.00 I 0 0 . 22311.17 ",0"1 '.i l. 10 ~L.. _1lI~~', 32xloj - z <(' :x:t- t-~ ~~) ~u' uO o 00 wi ff3 :I:j -'t- C1)u. -0, ~~; [2::::; u.<( ~a :x:w t-:I: zt- ~~, wWI ~5" Uen 0- o!:: Ww :x:u f-- ~b z wen u- -:x:' bhi z ,.,." o o ....---.. (. ( l (~ o o .. 4'!'. iIl~' \....)' BXH:IB:IT "A" COST PLUS HET PEE DETERK:INAT:ION CR0579 - BEAVER VALLEY ROAD, M.P. 7.03 TO M.P. 7.66 TASKS 3 . 4. DES:IGN AND PLANS AND 8PEC:IP:ICAT:IONS DIRECT SALARY COST: PERSONNEL MAN HOURS 4 28 120 20 110 8 RATES OF PAY 26.50 25.75 20.50 15.50 12.00 9.50 Berschauer Franklin Engineer II Engineer :I Drafter Word Processing ~TAL DIRECT NON-SALARY COST: Travel and Per Diem Per Diem Per Travel ESTIMATED COST 106.00 721.00 2460.00 310.00 1320.00 76.00 4993.00 weeks @ $ ......... $ Trips @ $ ......... $ Cars @ $ per 1II0nth @ 1II0nths lIIiles @ $ -..2..L- ......... $ 48.00 200 Office Equipment Rent $ per month . ____ lIIonths Equipment Rental $ per month 8 ____ lIIonths Reproduction Expenses Specs 250 Plan 200 Misc. 50..... Communications ....................................... Subconsultant - Soils Analysis........................ 'rO!'AL 8UMMARY OP PBE POR BNG:INBBR:ING SBRVICES, CR0579 Direct Salary Cost ................................... OVerhead Cost (incl. payroll additives).. 163' ....... Net Pee .............................................. Direct ~on-Salary Cost: a. b. c. <<S. e. Travel and Per Diem ............................. Reproduction expenses ........................... Computer expenses ................~.............. Outside consultants ............................. Other (Specify) ................................. 'I'OTAL .1 Page )f of 14 c Q t"<;) , '''f'',' . '...::,:il:,:,'U::: :',\0"', ~, l l l . ! i j I 4 J I 1 i I $ $ $ 500.00 $ $ 1500.00 . 2048.00 $ 4993.00 $ 813S.59 $ 1575.79 $ 48.00 $ 500.00 $ $ 1500.00 $ , 16755.:18 I 0 0 \')i:: l . 10 _4. - 32 X 10 ILiJ1lII:I - z <(, :x:f- t-~ a: :!:, ~Bt -'0 Uo en w: ~ ;:1 C1)u. -0, w ' :!:~: ~::; u.< ~a :X:w f-J: zt- ~ f?, ~ ~.~ ::l 0, Uen 0- o!= ww; :X:u ~i= _0 z wen u- - J:, b'"" Z ' 'V" I o o ,(~-~-'. "..,-- o o .. (} ( EXHJ:BIT "A" C08T PLUS NET FEE DETERHINATXON CR0811 - BEAVER VALLEY ROAD. H.P. 6.31 TO M.P. 7.03 TASK 1. TRAFFIC DATA DEVELOPMENT AND REPORT DIRECT SALARY COST: - PERSONNEL MAN HOURS RATES OF PAY ESTIMATED COST Berschauer 3 26.50 79.50 Franklin 58 25.75 1493.50 Technician 25 15.00 375.50 Drafter 18 12.00 216.00 Word Processing 11 9.50 104.50 TOTAL 2268.00 DIRECT NON-SALARY COST: Travel and Per Diem Per Diem weeks @ $ ......... $ Per Travel Trips @ $ ......... $ Cars @ $ per month @ months 250 miles @ $ ........2..4... ......... $ 60.00 ( Office Equipment Rent $ per month @ ____ months Equipment Rental $ per month @ ____ months Reproduction Expenses ................................ Communications ....................................... Traffic Count (Burt Hughes) ................~......... !fOTAL 8DHHARY OF FEE FOR BNGINEERING SERVICES, CR0811 Direct Salary Cost ................................... Overhead Cost (incl. payroll additives) .......163%... Net Fee ~............................. I' . . . . . . . . . . . . . . Direct Non-Salary Cost: a. b. c. d. e. Travel and Per Diem ...................... 11 . . . . . . Reproduction expenses ........................... Computer expenses .............. " . . . . . . . . . . . . . . . . Outside consultants ............................. other (Specify) ................................. !fOTAL ( , f~e. ~ elt- 14 c :- e.~) ""'1'''''' " L~ '. '., :"~':'li~T'~'~,:',-r~'r:,:~::c:',_ $ $ $ 290.00 $ $ 250.00 . 4500.00 $ 2269.00 $ 3698.47 $ 716.10 $ 60.00 $ 290.00 $ $ 250.00 $ . 7283.57 I 0 0 10 32 X I 0 :1~;,;j;,"2~:!;'i::,~{,': ";,~.' Jiii 'i"; ~, ) , .,~ -- Z <(" :x:f- t-l'ij a: ::!:, <(:;) Wu ~o Uo en w; ~ ;:1 C1)u. -0 ~~, <(- a:-' u.<( ~a :X:w t-J: Zf- ;:0 Z t-, ww, :;: :;), :::>0' Utn 0- o 1::. Ww :X:u t-- ~b z wrJ) u- i= ~JI o Z V" , , o o (C~7 o o .. u EXHIBIT "A" ( COST PLUS nT PEE DBTBRMINATION CR0811 - BBAVER VALLEY ROAD, ..P. ..31 TO H.P. 7.03 TASK 2. LOCATION OF ROADWAY DIRECT SALARY COST: PERSONNEL MAN HOURS RATES OF PAY 26.50 ,20.50 16.50 27.50 :19.00 9.50 Berschauer Rowland Brones 2-Man Crew Technician word Processing 4 57 109 146 49 7 TOTAL DIRECT NON-SALARY COST: Travel and Per Diem Per Diem Per Travel weeks . $ Trips . $ Cars . $ months miles . $ ~ ......... $: ......... $ ......... $ per month I .J 1370 Office Equipment Rent $ per month . ____ months Equipment Rental $ per month . ____ months Reproduction Expenses' Supplies...................... Communications ....................................... 6 Title Reports' 100.00 ea .......................... 'l'O'l'AL SUMMARY OP PBE POR BNGlNEERING SBRVICBS, CR0811 Direct Salary Cost. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OVerhead Cost (incl. payroll additives ...,163'....... Net Fee .............................................. Direct Non-Salary Costl a. b. c. d. e. Travel and Per Diem ............................. Reproduction expenses ........................... Computer expense ................................ Outside consultants ............................. Other (Specify).. Title Reports ....,............ (. 'l'OTAL 5 Page i of 14 c ,0(1'11) . - ESTIMATED COST 106.00 1168.50 1798.50 4015.00 931.00 66.50 8085.50 479.50 $ 225.00 $ $ 164.00 $ $ 600.00 . 14118.50 $ B085.50 $ 1,3179.37 $ 2551. 78 $ 479.50 $ 164.00 $ 225.00 $ $ 600.00 . 25285.15 w:~^:.~~,": ':''":''''(1 ;'~r""'"d. ~,l/ ' .,< t' . r 10 I o o 32 xl 0 -- z <( . Xt- t-~ ~~: Wu -'0 uo ~~\ -'t- UlU. -0 ~ ~. ;:2::::; U.<( ~a Xw I-:x: zt- ;:0 z t-, ~~; ::l 0, UUl 0- o!= Ww Xu ~g z wen u- i= ~! o : z l'" o o ( c (~~~... o o .. c EXJUBXT "A" c, COST PLUS NET FEE DETERKXHATXON CR0811 BEAVER VALLEY ROAD, H.P. ..31 TO M.P. 7.03 TAS~S 3 '4. DESXGN AND PLANS AND SPECXPXCAT7.0NS DIRECT SALARY COST: PERSONNEL MAN HOURS 4 28 164 20 124 S RATES OF PAY Berschauer Franklin Eng'ineer II Eng'ineer I Drafter Word Processing' 26.50 25.75 20.50 15.50 12.00 9.50 '.rOTAL DIRECT NON-SALARY COST: Travel and Per Diem Per Diem Per Travel weeks f $ Trips @ $ Cars @ $ lIlonths lIliles @ $ ~ ......... $ ......... $ per lIlonth , ......... $ 200 Office Equipment Rent $ per lIlonth . ____ months Equipment Rental $ per lIlonth @ ____ months Reproduction Expenses Specs 250 Plans 200 Mise 50..... Communications ....................................... Sub consultant (Soils) ................................ '.rOTAL SOKHARY OF .BE .OR BNGlNEBRING SERVICES, CR0811 Direct Salary Cost .....................u............. $ OVerhead Cost (incl. payroll additives).. 163\ ....... $ Net Fee .............................................. " Direct Non-Salary Cost: a. b. c. d. e. Travel and Per Diem ............................. ReprOduction expenses ........................... Computer expenses ............................... Outside consultants ............................. Other (Specify) ................................. '.rOTAL (p Page ~ of 14 c - f) ~'n~) t '" ~'\<.,.>;rn""l',...'...,"" .' ESTIMATED COST 106.00 721.00 3362.00 310.00 1488.00 76.00 Ci063.00 48.00 $ $ $ 500.do $ $~Q.Q...M . 2048.00 6063.00 9882.~ 1913.48 $ 48.00 $ 500.00 $ $ 1500.00 $ ',19907.17 :"::;"'::".' ; ,j;}.'+.~.t:,~:\( , ';{: . ) . ) . () 10 L.. I o o 32x 10 - z <" :cl- t-ai ~~: Wu -'0 Uo 00 c 00 WI '::i~' oou. ~O, :E ~: <- 0:-' u.< !!28 J:w t-:c ZI- ;:0 Z 1-, WW, ~5' Ut/l 0- o!:: Ww :cu t-- ~b Z woo u- i= ~I 0' Z ,.. o '0 ("=-;-' o o .. c BXHIBI:T "A" c COST PLUS BET PBE DBTBRHI:NATION CR0812 - OAK BAY ROAD, X.P. 8.20 TO M.P. '.&1 TASK 1. TRAFFI:C DATA DEVELOPMENT AND REPORT DIRECT SALARY COST: PERSONNEL MAN HOURS S 156 46 58 18 RATES OF PAY 26.50 25.75 15.00 12.00 9.50 Berschauer Franklin Technician Drafter Word Processing TOTAL DIRECT NON-SALARY COST: Travel and Per Diem Per Diem Per Travel weeks , $ Trips , $ Cars . $ lDonths lIIiles . $ ~ ......... $ ......... $ ......... $ per lIIonth , ( 250 Office Equipment Rent $ per lIIonth , ____ lIIonths Equipment Rental $ per lIIonth , ____ lIIonths Reproduction Expenses ................................ Communications ....................................... Traffic Count (Burt Hughes) .......................... 'IOTA%. 8UHKARY OF .BB WOR BNGINBBRING 8ZRVrCBS, CR0812 Direct Salary Cost. ..................................... Overhead Cost (incl. payroll additives) .......163'... Net Fee ...................................................... Direct Non-Salary Cost: a. b. c. d. e. Travel and Per Diem ............................. Reproduction expenses ........................... Computer expenses .................................... -: . . Outside consultants ............................. Other (Specify) .................................. ~OTAL ( 1 Page ! of 14 c 0(',) ~ ~ ~1ItISiIIIIIJt ESTIMATED COST 212.00 4017.00 690.00 696.00 171.00 5786.00 60.00 i * ;1 L $ $ $ 290.00 $ $ .00.00 . 750.00 $ 5786.00 $ 9431.18 $ .1826.06 $ 60,00 $ 290.00 $ $ 400.00 $ . 17793.24 I 0 0 ,:,;,".;;;" ""':"":":'L - " . 10 32 xl 0 - ~d, lit . (-- . z <to :x:f- t-ro ~~: Wu ""0 Uo en wI' f3:x: .... f-' C1)lJ.. -0 ~~ ~:::i u.<t !!?a :X:w t-:x: Zf- ~~, WW, ~ 15. Uen 0- o!::: WW' :X:u t;:i= _0 z W(J'J u- i= i!:. 0: z , , ,,.. , o o '(. ( c o o - c EXHXBXT "A" COST PLUS NET WEB DBTERHXNATXOH CR0812 OAK BAY ROAD, H.P. ..20 TO M.P. 9.61 TASK 2. LOCATXON OP ROADWAY DIRECT SALARY COST: PERSONNEL MAN HOURS RATES OF PAY 26.50 20.50 16.50 27.50 19.00 9.50 Berschauer Rowland Brones 2-Man Crew Technician Word Processing 5 82 157 194 99 8 !rOTAL DIRECT NON-SALARY COST: Travel and Per Diem Per Diem Per Travel ESTIMATED COST 132.50 1681. 00 2590.50 5335.00 1881. 00 76.00 11fiU.OO weeks l! $ ......... $ Trips l! $ ......... $ Cars l! $ per month . months miles . $ .35 ......... $ 581. 00 1660 Office Equipment Rent $ per month . _ months Equipment Rental $ per month l! _ months Reproduction Expenses' Supplies ..................... Communications ...... .;. .. .. " .. .. .. .. .... ...... .... .......... .... ........ .. .. .. .. .. .. .. .... 5 Title Reports l! 100.00 ea .......................... !rOTAL SUMMARY OF WEB WOR BNGINBBRING SBRVICBS, CR0812 Direct Salary Cost ................................... OVerhead Cost (incl. payroll additives ....163'....... Net Pee ..................................................."...................................... Direct Non-Salary Cost: a. b. c. d. e. Travel and Per Diem ............................. Reproduction expenses ........................... Computer expense ................................ Outside consultants ............................. Other (Specify).. Title Reports .........,....... . 'l'OTAL ! Page 1 of 14 c-- 0 '-: " \ <, , ", "i'/~, ; r ~' 0(:) "'r'~ .~" " ':'.,~ $ 225.00 $ $ 212.00 $ $ 500.00 . 1518.00 $ 11696.00 $ 19064.48 $ '3691. 26 $ 581.00 $ 212.00 $ 225.00 $ $ 500.00 I . 359n.74 0 0 "-- /'. 10 o : 32xlDJ - z <( , :x:t- t-~ ~~, Wu -'0 Uo en wI' ffl:x: -'t- enu. -0 ~~. (2::::; u.<( ~a :X:w t-:x: zt- ;:0 zt- WW, ~51 Uen 0- o!= Ww :r:u t- i=: ~o z wen u- -:X:, b....' Z V' o o ( ( c o o .. c EXHI8IT "A" COST PLUS DT PEE DETERMINATION CR0812 - OAK BAY ROAD, N.P. 8.20 TO M.P. 9.61 TASKS 3 . 4. DESIGN AND PLANS AND SPECIFICATIONS DIRECT SALARY COST: PERSONNEL MAN HOURS RATES OF PAY ESTIMATED COST Berschauer 6 26.50 159.00 Franklin 80 25.75 2060.00 Engineer II 176 20.50 3608.00 Engineer I 24 15.50 372.00 Drafter 172 12.00 2064.00 Word Processing 10 9.50 95.00 TOTAL 8358.00 DIRECT NON-SALARY COST: Travel and Per Diem Per Diem weeks f $ ......... $ Per Travel Trips f $ .......... $ Cars f $ per lIonth f lIonths 300 lIiles f $ ....o-U.- ......... $ 72.00 Office Equipment Rent $ per aonth . ____ lIonths Equipment Rental $ per 1I0nth . ____ months Reproduction Expenses Specs 250 Plans 250 Misc 75..... Communications ......................~................ Subconsultant (Soils) ................................ TOTAL 80HHARY OF WEE WOR ENGINEERING SERVICES, CR0812 Direct Salary Cost ................................... OVerhead Cost (inCl. payroll additives).. 163' ....... Net Fee .............................................. Direct Non-Salary Cost: a. b. c. d. e. Travel and Per Diem ............................. Reproduction expenses ........................... Computer expenses . III . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Outside consultants ............................. Other (Specify) ... .-.. .. . . . . . . ~ . . . .. . . ... . . . . . . . . TOTAL , Page 1'1 of 14 r" '"'- l 0 - Ji!Il -LLL ~ 9.~'j~ , ,....._;,.c\'~...,.""."':'~.'.- ~-- ," -L $ $ $ 575.00 $ $ 1500.00 . 2147.00 $ 8358.00 $ 13623.54 $ 2637.79 $ 72.00 $ 575.00 $ $ 1500.00 $ . znU.33 I 0 0 t~'~? '~3':;;;1:' ::~"~ \ " i, ",.:""i>'\ ./ ~ - 10 32 X 10 ~-'. .. ~ "~tiIlWl' -. ..- z < . J:t- t-~ a: :2. ~i3 -'0 ~o 1l3~1 -' t-' enu. -0 LU>- :2t- <- a:-' u.< !!1a J:w t-J: zt- ;:0 zt- LU LU, :2 ::l' ::l e:, Uen 0- e!::: LULU J:u :;:i= _0 z wen U- i= J:; 01-0, Z ,.. o o r ( (I C'~~~ ,- o o .. I c BXlUBIT "A" COST PLUS IlET FEE DBTERKINATION CR0813 - BBAVER VALLEY ROAD - 8WANSONVILLE INTERSECTION H.P. 8.20 TO M.P. '..1 TASK 1. TRAFFIC DATA DEVELOPMENT AND REPORT DIRECT SALARY COST: PERSONNEL MAN HOURS RATES OF PAY 26.50 25.75 15.00 12.00 9.50 Berschauer Franklin Technician Drafter Word Processing 3 49 24 18 11 'l'OTAL DIRECT NON-SALARY COST: Travel and Per Diem Per Diem Per Travel weeks I! $ ......... $ Trips I! $ 0........ $ Cars . $ per month , months miles . $ ---.2.L- ......... $ 250 Office Equipment Rent $ per month II _ months Equipment Rental $ per month II _ months Reproduction Expenses ................................ Communications ....................................... Traffic Count (Burt Hughes) .......................... S'OTAL 80KKARY OF .EE FOR BNGINEERING 8ERVICBS, CR0813 Direct Salary Cost ................................... Overhead Cost (incl. payroll additives) .......163'... Net Fee ............'.................................. Direct Non-Salary Cost: a. b. c. d. e. Travel and Per Diem ............................. Reproduction expenses ........................... Computer expenses ............................... Outside consultants ............................. Other (Spec! fy) ................................ _ . S'OTAL ,0 Page f of 14 c o c.:l 'fl . ESTIMATED COST 79.50 1261. 75 360.00 216.00 104.50 2021.75 60.00 j '1 1 I I I I I r, $ $ $ 290.00 $ $ 250.00 . .00.00 $ 2021.75 $ .3295.45 $ 638.06 'I $ 60.00 $ 290.00 $ $ 250.00 $ I 0 0 . .555.U , i ~ ,r. >> J 1 10 32 X I 0 -- z <( . :x:t- t-~ ~~: Wu -'0 uo 00 , ~~l -'t- OO u. -0 w> ~!= 0::-' u.<( ~a :X:w t-:x: zt- ;:0 z t-, w w, ::!:::J ::J 0: UCl) 0- o!= Ww :X:u t-- ~b z wen u- i= :x: , 01- z r o o (~'7 (" (, l. o o .. ( (; BDUBIT "A" - COST PLUS NET PEE DETERKXNATXON CR0813 - BEAVER v.ALLBY ROAD - 8WANSONVXLLE XNTERSECTXON M.P. 8.20 TO H.P. 9.61 TASK 2. LOCATXON OP ROADWAY DIRECT SALARY COST: PERSONNEL MAN HOURS RATES OF PAY Berschauer Rowland Brones 2-Man Crew Technician Word Processing 3 56 85 124 20 6 26.50 20.50 16.50 27.50 19.00 9.50 'l'OTAL DIRECT NON-SALARY COST: Travel and Per Diem Per Diem Per Travel ESTIMATED COST 79.50 1148.00 1402.50 3410.00 380.00 57.00 6477.00 weeks . $ ......... $ Trips . $ ......... $ Cars . $ per month . months miles . $ .35 ......... $ 410.20 1172 Office Equipment Rent $ per month . ____ months Equipment Rental $ per month . ____ months Reproduction Expenses ~ Supplies ..................... Communications ....................................... 4 Title Reports @ 100.00 ea .......................... 'l'OT.I\L 8DHHARY OF PEE ~OR BNGINEERING 8BRVICES, CR08l3 Direct Salary Cost ................................... OVerhead Cost (incl. payroll additives ....163'....... Net Fee ......................................... "'. . . . Direct Non-Salary Cost: 8. b. c. d. e. Travel and Per Diem ............................. Reproduction expenses ............................ Computer expense ................................ Outside consultants ............................. Other (Specify).. Title Reports .....~........... TOTAL ,1 Page j of 14 c 01"')., \"'- ~ .&...L1 $ 225.00 $ $ 113.00 $ $ "00.00 . 1.148.20 $ 6477.00 $ 10557.51 $ '2044.14 $ "10.20 $ 113.00 $ 225.0Q $ $ "00.00 I . 202215.85 0 0 l' . 10 32 xl 0 ~.&IU -- z <(" :x:t- t-~ a: :::;;, ~B' -'0 Uo C1)W\' ~:x: ...J......: 00 u. -0 ~~ <(- a:-' u.<( ~a :X:w t-:x: zt- ;:0 z t-, WW1 ~5'i UCI) 0- o!= Ww :X:u t-- ~b z woo u- i= :x: , 0.... z V"1 01 o ~, (\ ( o o .. c EXHXBXT "A" COST PLUS BET PEE DETERMXHATXON CR0813 - BEAVER VALLEY ROAD - SWAN80NVXLLE XNTERSECTXON M.P. 8.20 ~ ..P. '.&1 TASKS 3 5 4. DESXGH AND PLANS AND SPECIFICATXONS DIRECT SALARY COST: PERSONNEL MAN HOURS 4 28 112 8 96 8 RATES OF PAY Berschauer Franklin Engineer II Engineer I Drafter Word Processing 26.50 25.75 20.50 15.50 12.00 9.50 YOTAL DXRECT NON-SALARY COST: Travel and Per Diem Per Diem Per Travel weeks II $ Trips II $ Cars II $ lIIonths lIIiles II $ ~ ......... $ ......... $ ......... $ per month II 200 Office Equipment Rent $ per lIIonth II ____ lIIonths Equipment Rental $ per lIIonth II ____ lIIonths Reproduction Expenses Specs 250 Plans 150 Mise 25..... Communications ....................................... Subconsultant (Soils) ................................ ftlTAL SUMMARY OF PEE POR BNGXNEERXNG SERVICES, CR0813 Direct Salary Cost ................................... OVerhead Cost (incl. payroll additives).. 163' ....... Net Fee .............................................. Direct Non-Salary Cost: a. b. c. d. e. Travel and Per biem ............................. Reproduction expenses ........................... Computer expenses ........"...................... Outside consultants ............................. Other (Specify) ................................. ftlTAL Page 12 of 14 ( o -. c 0~4) ~" ~<1 ESTIMATED COST 106.00 721. 00 2296.00 124.00 1152.00 76.00 ....75.00 <&8.00 $ > $ $ 425.00 $ $ 1500.00 . :1.'73.00 $ 4475.00 $ 7294.25 $ 1412.31 $ 48.00 $ 425.00 $ $ 15QO.OO $ . 15154.5& I 0 0 ''>i' 10 32 xl 0, f' ~ """'1 .. b..LL ~ - -- z <( . :I:t- t-~ ~~: Wu -'0 Uo 00 ' ffi~1 -'t- OOU. -0 ~>I ~5 U.<( ~a :I:w t-:x: zt- -0 !z t-, ww, ~5; UCI) 0- o!= WW' :I:u t-i= ~o z WOO u- i=~ o z "'" o o ( l \... ('~~-;'.'" ,_.., ~ o c .. BXHZBZ'1' "A" (" .. COST PLUS NET WEE DETERMZHATZON SUMMARY OP WEE WOR BNGZNEERZNG SERVZCE8 DIRECT SALARY COSTS ALL PROJECTS: CR0579 CR0811 CR0812 CR0813 SUBTOTAL OVerhead Cost Cine!. payroll additives) .... 163' SUBTOTAL Net Fee ..........................:. _ . . . . . . . . . . . . . . . . . . DIRECT NON-SALARY COSTS ALL PROJECTS: a. Travel and Per Diem CR0579 CR0811 CR0812 CR0813 ............................... ............................... ............................... .............. ..... ........ .... 'l'OTAL b. Reproduction expenses CR0579 CR0811 CR0812 CR0813 ............................... ............................... . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . ... ............................... 'l'OTAL c. Computer expense CR0579 CR0811 CR0812 CR0813 d. ............................... $ $ $ $ . ...... ................. .......... ... ........ ............ ........ ........ ........... ............ 'l'OTAL Outside Consultants ..... .......... ................ CR0579 CR0811 CR0812 CR0813 ......................... ...... ................... ........ .... ... ..... ... ... ................. 'l'OTAL Page 13 of 14 c '0(,) $ 528.00 $ 587.00 $ 713.00 $ 518.00 . 23U.50 $ 867.00 $ 954.00 $ 1077.00 $ 828.00 . 37215.00 '225.00 225.00 225.00 225.00 .00.00 $ 1750.00 $ 1750.00 $ 1900.00 $ 1750.00 . 7150.00 "iV(:1 ,;?!~':;'~J..,. , ~ $ $ $ $ $ 69.885.25 $ 113,912.96 $ 183.798.21 $ 22.055.79 14,654.00 16,417.50 25,840.00 12,973.75 ;,' i':~r ;. 10 - I o o 32Xlo - z <( . :I:t- t-~ ~ ~~ Wu ...Jo Uo lJ)WI' ~:I: ...J t-' 00 u.' -0 :E ~, ~::::; u.<( ~a :I:w t-:I: zt- ;:0 z t-, wW' == :JI :J 01 UlJ) 0- o 1-, w;:;:;1 :X:u' t- i=' ~o z wen' U- -:I:, bhl z , ;.,.".. , , i '0 o c l. l ,(7-;;-......-. o o .. O'~' i~ e. Other (Specify) CR0579 CR0811 CR0812 CR0813 $ 400.00 $ 600.00 $ 500.00 $ 400.00 . 1900.00 Title Reports .. ..... ......... ............... . . . . . . . . . . . . . . . . . . . . . . . . . . e.. . . . ....... .......... .............. ........ ... ..... ................ ~TAL SUBTOTAL GRAND ~TAL BREAItDOWN OF OVERHEAD COST; Fica ................................................. Unemployment Compensation ...... All Payroll Taxes ... Medical Aid and Zndustrial Znsurance ................. Company Znsuranceand Medical........................ Vacation, Holiday and Sick Leave ..................... state B I: 0 Tax ...................................... Insurance ............................................ Administration ....................................... Printing, stationary and Supplies .................... Travel Not Assignable ................................ Telephone and Telegraph Not Assignable ............... Fees, Dues1 Professional Meetings .................... Utilities and Maintenance ............................ Rent ................................................. Rental Equipment ........~............................ Office Miscellaneous, Postage ........................ Professional Services ................................ ~TAL USE Page 14 of 14 (, ~,J) ::, .,~': "", ' . 16022.50 . 221876.50 13.7t 7.6t 12.0t 7.5t 9.0t 72.7t 12.5t 2.4t 4.4t 1.ll 1.4t 11.5t , 0.2t 13.5t 1.7t 171.n 163.0t 10 - - I o o 32Xloi - z <( , :r::t- t-~ ~:::E, ~B uO 00 0, ~~i -J 1-: cnu. -0 w> :::Et- <(- a:-' u.<( ~a :r::w t-:r:: zt- ;:0 zt- ww :::E ::)' ::) 0' Ucn 0- o!:: ww :r::u ~t3 z WCJ) u- i=r:: o ' z .,. o o (,... .::. ( ..'~r'''_'~' <- 0 T o o .. l~('>"'-,L' .."l,::, L ;'-rlt-'",-rC JNC.lci\)f':;. c.c.<T F''Di2. , I') vt, -', 'f.<F,c ?RD:>e.cTrON OIJ c(r;C-8!2 <;'. -I..'!t.j,:: ."': '1J( ... E ;/--, .:::......,r:. ~ec.. c., !' ,.}.--:. CT~~8 13 APPENDIlC u~,., 'iCEV'SE'l::> ?RFLII.I\\N~P-Y INDEPENDENT EStiMATE FOR CONSULTING SERVICES ."'llIIeY SALA-.V con "'........1: ."IAKDOwN OP' ..o,ue -~, _VENAGI _ITIM.. UD MDURI aATI. 0" .AY COST /'""RoC; F F' Ie DE: If C.,l of" ""IS", .: >::1.'1" CoRn :P.(,.,! 5,8'7'6,00 /.OCI"Tiot-l of 'R'oA D vvA Y "1;:,$,0 ~31 3~7, CJO pc;;' IG/.! 75'/,5 IZ,7'19.tx:> Pi /'IJ:5 r :,e&"cl ~J CAli 01,'.:5 967,0 13, .:3 7,,/,0.0. 'IOtAL' ---.. 3'//!'.O ..',,',. .., ..", . t:t:, 27&, co OVU\HlAD COST UftCt..di"t .1V,on Mdltiwd /S't;; . . '€f&" ';>,3 :3, th!?C) . ;1, I, Z,Z(,. 7.5;;; Ill"" ~' (5'?o OUlIIlCT "~.SAL""Y COSY: a. ....YI&.~ON"DII.. .. .'",ODue'.OH c.......... C. COM...,,'_ a........ o. COMMUNICAT'ON .. ......~.""o AHD 't1l'.NO .. OUT.IDI C~IUL'AHfI ..0''''''' "..cU" t.99/.- t"t') </~'7",...., . ,rlr, ...,..:-~ ('"'''' I/""!~.('",,,... .. ~ : ~~ ,.-..-, J t:".Il,-1 /'I '" .OTAl. . 1\,7090, (){) eul,TDTAL . 17'-/. 1'28,'13 , . -0- . 17"/,I?-B,-I.::. -COInINGINeIII CIlIANO TOTAL ...ell' "- ..... "",~""""".,t: .....,~....... &lOT..........,. G -.........~..~ t.,.. .~" 3an. J91111 .~ ,--- - c o \ .~ f! j j 1 1 ~ B I \ j i ! i ,I I 1 " ~. '! ,J 'j i ~ , I ! i j J J ;j , t' i 10 I o o 32 X I 0 I~L .............. z <( . :x:t- t-~ ~~; Wu -'0 Uo en ' f::l !:l!i -' t-' enu. -0 W>-, ~!= 0:-' u.<( !Qa :X:w t-:x: zt- ;:0 zt- LU w, ~::J ::J 0, Uen 0- o!= Ww :I:u t-- ~b z Woo u- i= :I: , o to-, Z r o o (, ( \., .......~~... l 0 .. ( For Breakdown (SEE SPREADS~EETS)' o o r ...' INDEPENDENT ESTIMATE FOR CONSULTING SERVICES DUller SALA"V COST le.........I: ."'.KOOWN 0" WORK Principal Engineer Senior Engineer Resident Engineer Engineering Support Graphics Clerical ....H, HOURS 13.0 81. 0 316.7 588.7 175.0 54.5 OVERHEAD COST Unctwdl"l p.."on NdIUwwd 1 ~F; .. TOTALI_ 3,229 11I1' 'IE @15%.... . OIIllICT ..OH.IALARY COST: .. '.Ava.. ""'D H" Die.. .. .1~.ODVC1"ON CIIC"HKa c. ~OM-v'a. eM"'HII O. CO....UNICATION .. I"''''''''NO AND nITIHD ,I, OUTlIDe COHIUL.TAHTI o. OTHIU' ,INCU.., Title Reports ,"OTAr.. 6,240.00 4:>U.UO taB.BB ?o~o~n 1.9UU.00 . 9,640.00 AD&NCV ""01&'1' ,..... AVIERAGI "All OF PAY 35.00 28.00 18.00 14.00 1,4.00 12.00 APPENDIX 111-1.' IST)MAUD COST 455.00 2,268.00 23,701.50 8,242.50 16,450.00 654.00 151,771.00 180,762.76 ...@15hIQ,RRO.OIi IUI,TOTAL -CONTINGtNC'.' GRANO TOTAL .162,053.82 -0- 1 162,053.82 ..00Iey NO, CR0579,CR0811 813 for various county road GOT ...o.u. ....~t." ~ .. -.........--~..~ , c OC"c:1 DATI 5/4/89 3an. J 988 7 \ ~~. ~ ,\ I I 1 i I ,~ ~ :j '~ j ,!!, ~. ~ f.) I \~ ~ }. y, ~ ,~ ~ ',~ 11 I :1 (' .~ 10 I o o 32>< I 0 - z <( . :x:t- t-~ ~~: wu' -' 0' Uo 00 , C1)W w:X: -'t- OO u. -0 ~~ <(- 0:-' u.<( ~a :X:w t-:x: zt- ;:0 z t-, W WI ~5i UCI) 0- o!= W Wi :X:u 1-- ~b z Woo u- - :x: I b....l z '; ,V'" '0 o (-- 0 o o .. c C;, ..~ CR0579, CR0811, CROBI2, CR0813 CONSULT ANT MORK SCOPE TOTAL EsmATE MORKSHEET -;..-----..-....-..-----....--..---....-...------...------..-..;-...------------..---..----------7-------;...---.....-----;----------~-----------; . , ,I I I I TASKS : Principii I Senior I Resident I Engr. : 6riphics : Clerical 1 EsHuted : I Engineer : Engineer : Engineer ~. Support : , I Cost : : --..-....---.......-------...-----..-------..-------- :--------: --..--...---..: ----..-----1----......---..1----..-----... :--..--....-...--1--....-..-----: LABOR REQUIREIlENTS $35.00 I $2B.00 I $IB.OO I $14.00 I $14.00 I $12.00 1 ,.!lOURS I : : Per Hour I Per Hour : Per Hour : Per Hour I Per Hour I Per Hour I DOLLARS : 1=============================;::================: ===========: ==========: =========== I =========== t ============ :=========== 1=========== I SUBTOTAL I HOURS I 5.00 : 54.00: 115.50: 90.00 1 39.00 I 23.00 I 326.50 I TRAFFIC DEYELOpnENT AND REPORTS DOLLARS: $175.00 I $1,512.00 : $2,079.00 I $1,260.00 I $546.00: $276.00: $5,848.00 : : ...-...-...-..--..-.....--....-----':"'..----------....---------1--........-....-1....-...........---: -.....-..--....-..: --....-.....--....: -..----------1----------...1--------......1 SUBTOTAL I HOURS I 5.00 I 26.00 I 716.75: 514.75: 155.00 : 10.50 I 1428.00: LOCATION OF ROAOWAY DOLLARS I $175.00 I $72B.OO 1$12,901.50,1 $7,206.50 1 $2,170.00: $126.00 :$23,307,00 : 1---..-------....--..--..............-..--....---..--....------..--1--------....-1---.....-..----1....-.....---..--: --....-..---..1----..------- ~ -......--....-..--1--....-.--..-..1 SUBTOTAL I HOURS 1 4.00 I 2B.00: 431.50 I 32.00 : 251.00 I 8.00 I 754.50: DESI6N DOLLARS: $140.00: $784.00 I $7,767.00 I $44B.00: $3,514.00: 196.00 1$12,749.00 I 1---....---.....-.....--..-.-...-..-..--.......-;.-...--..----..-..---1-----....-..-..1-..--....-..--..: ----....--..-1-----....-.....-: ....----..---....: ----...-----..1---..----...... : SUBTOTAL I HOURS I 0.00 : 13.00: 131.00 I 0.00 I 748.00 : 15.00 I 907.00 I PLANS AND SPECIFICATIONS DOLLARS: $0,00: '$364.00: $2,358.00 I $0.00 I $10,472.00 1 $IBO.OO 1$13,374.00 I : --..---.. --........--........ ..............-.....-------....---.......---1--......---......: ---..-..-........: ----..--..;.--, ------..----1-------..--- ; -..--....-----1..-..-..---.......: TOTALS I HOURS: 14.00: 121.00: 1394.75: 636.75 I 1193.00: 56.50 1 3416.00 I DOLLARS I 1490.00 I $3,388,00 1$25,105.50 I $8,914.50 : $16,702.00: $678.00 1$55,278.00 : : ============================================== I ===========: =========== I =========== I =========== t ==1:::========' ==========:: 1=========== : flNoh ALT C keys .ill Invoke Bacra to recil cui ale sprudsheet .i th ne. totals 22.MIV"B~ PASE I JEFFERSON COUNTY ENGINEERS ESTlr-ATE ,..~- f) (~" :;:J ~""''''''':i'' """'")"!,,>";"'7r,\," ,:,:,.'" 'if~, :/:,':' .,':},;j;;}::iillS:;:Z',/~;~,; ( , [ ..I!IiIiIt .~, .L~ 'i:iri t.. ' "" --jIL " ~ 1 1 j J '. I ~ ';J :1 ,~ I I'. t " ) Ii;' '1 , ~, 10 I () o 32 X 10 .. ." .. -- 2 od: . ::I:I- 1-i'E c:: :2. od: ;:), Wu -'0 Uc 00 ; ffl~i -' 1-' 00 u. -0, ~~: ~::i u.od: 5!la ::I:w I-::I: 21- ;:0 21-, ww, ~ i5'~ Uoo 0- c!:: Ww ::I:U 1-- !:b 2 WOO U- i= ~i 0,1 2 o o (".~-; . COMUNICAT ION/DEL IVERIES '100.00 REPROOUCTlDN SlOO.OO TRAVEL 'IBO.OO CONPUTER '100.00 PER DIE" 11,155.00 :.:J.: 1: ~;:. 4- ~ ---------- BUB-toTAL '1,635.00 RATE PAY nm TITLE REPORTS '600.00 NATERIAL TESTS '300.00 ------....-.. BUB-TOTAL '900.00 CROB 12 - DAK BAY ROAD DIRECT NON-SALARY COSTS CONNUNICAT ION/DEL IVERIES '100.00 REPROOUCTI ON '150.00 TRAVEL mo.oo CONPUTER '150.00 PER DIE" '1,6Bo.oO -.......--..--.. ~iJC,.'('.a7 BUB-TOTAL '2,320.00 RATE PAY ITENS TITLE REPORTS '500.00 KATERIAL TESTS mo.oo -..-oo-..----.. SUB-TOTAL .BOO.OO c CR05H - BEAVER VALLEY ROAD - OAK BAY DIRECT NON-SALARY COSTS COKKUKI CA 11 OI;/DEL I,Eft I ES REPRODUCl 10:: TRAVEL CO"PUTER PER OlE" '100.00 '100.00 'IBO.OO '100.00 '1,470.00 SUB-TOTAL '1,950.00 RATE PAY !TE"S TITLE REPORTS KATERIAL TESTS '400.00 '300.00 SUB-TOTAL '700.00 CROBlI - BEAVER VALLEY ROAO- URSON LAKE ROAD DIRECT NON-SALARY CDSTS o o .. c SUMNARY OF TOTAL COSTS DIRECT SALARY COST OVERHEAD COST t 1561 lINCL. OVERHEADI SUB -TOTAL NET FEE' 151 DIRECT NON-SALARY COST RATE PAY Ims '55,278.00 .Bb,233.68 Sl41,511.68 .21 ,22b. 75 SB,290.00 S3,100.00 BRAND TOTAL '174,128.43 -j 'i, '15~,. s:{ [7':; _ .=:,q '1::''3. ['1 f.'~ . 3G; ?.!:r.. t.3 f:I? . E1, q')f>. 22. F I?" '-10, '/7'1. cf,q j;' li'i,IZB.'1'::, ., ~';' ~'I : If"" J.~ ,. 1'7:.' / ,.[~' ;.,,' /' I, .;",.... II I~~' J, ""~' 1,7f,!: (&,09:. 'Rr "'1.t),':iltA.1 Iceo Ir.or ,:;r. 1M ~CI a~'l""'" t. Ir'r 1 ('I t' I..':r') I!" I' 'f~(') " r.r -rr CT ... ,,". 2 !"~, ~,..r' S.":' I. ;,:> '77TL.F ?Cf'c"n:: '/0'" .;r.,., ~(I(\ ~, ")(\ ~.. 22'Nay-89 ~EFFERSDN COUNTY ENSINEERS ESTlMIE ,'~,;. ~ .,.- ..l.-Al. [ ',' Ci{;) Jl" '., i',.' PAGE 2 10 -- - I o o 32 X I 0 - 2 od:' ::I:I- 1-i'E ~~; wu -'0 Uo 00 . oow w::I: -'I- oou. -0, W>; :2 1-' ~::::; u.od: 5!la ::I:w I-::I: 21- ;:0 21-, ww, ~ s'j Uoo 0- C!:: Ww ::I:U 1-- !:b 2 WOO U- i=~ o 2 ..r' o o ,(7"'" '0- CROBI3 - BEAYER YALLEY ROAD - SWANSONY1LE DIRECT NON-SALARY COSTS COK~UN I CAT ION/DELI YERIES REPRODUCllON TRAYEL COKPUTER PER DIEK RATE PAY !TEKS TITLE REPORTS MTERIAL TESTS 22-NaV-89 ..., , ( '100.00 '100.00 1300.00 '100.00 '1,785.00 SUB-TOTAL '2,385.00 SUB-TOTAL 1700.00 '400.00 S300.00 .' ~ o o - '10, Ll1li'.Cr '1 fi"'J. ."f [ ~EFFERSON COUNTY ENGINEERS ESTlNATE ;f) ~.~~) , .,-,' 1"'",",*"il\tt'~..'.,,,...:V""'~"" ,._..:-/,;:,i::' .' ,.' "';'~./:'\1"'~ >e,I i"jt-;'< 'It,:~;~,{ i,'," PASE 3 ~.. - o .............., I o o 32 >- ~~ u.od: 5!li5 ::I:w I-::I: ZI- i=o Z 1-, WWl ~ 51 Uoo 0- o!:: Ww ::I:u 1-- !:b z, WrJ) u- i=i!: o Z :r' , o o -'- o o .. c c' COUNTY ROAD PROJECT CROS12 OAK BAY ROAD. K.P. S.20 TO 9.61 CONSULTANT NORK SCOPE COST ESTIMATE NORKSHEET ------------------------ ------------------------------ ---- -------------------------------------------------------------------------- , . TASKS I Principal: Senior I Resident : Engr. I Graphics : Clerical I Estiuted ~ : Engineer : Engineer : Engineer : Support I I Cost : ----------------------------------------------1-----..-----1-----------1-----------1-----------{-----------; -----------1---------.....': : LABOR REQUIREKENTS : S35.00 1 S28.00 1 SIS.OO 1 $14.00: SI4.00: SI2.00: HOURS I : I Per Hour : Per Hour : Per Hour I Per Hour I Per Hour : Per Hour 1 DOLLARS I 1==============================================: :==========: =========== I =========== I =========== I =========== : =========== I =========== I TRAFFIC DATA DEVELOPKENT AND REPORTS 1---------...... ..-...-----..-------..------------------1----....---...-1..-----__00__: ----...------1-......--------(-..---------1-----------1-----------1 lTraffic Data CDllection: 1 1 : , . , ' t --------------..--..----..-----....----------------1-----------1--..--------: -...------....-I------...-..--I------..-..--t-..-----........-:..----..--,,--1 : Current Average Dally Traffic, : 0.00 : 0.00 I 2B.50 I 0.00 I 0.00 : 0.00: 2B.50 : : "',..~, ,'_ ",' 1 SO.OO I $0.00 1 $513.00: SO.OO : $0.00: SO.OO: S513.00 I : _..._________.._.._..._...____..____e::l.::~~'.::___.._~':'-..---:'';''l-..----..----1 ..------...---1-----.............1..-----........-1--..-......----: ----..-..----1-----...--......1 I Peak Hour Turning "ovellents '. .,..:,_f..".~...i,r\t'l ( I I I : (volumes for channelizationl irlcl'uding 0.00 : 0.00 : 27.00 : 0.00 I 4.00 I 0.00 31.00 : : Directional Splits of Traffic ,SO.OO : SO.OO: S4B6.00: SO,OO I $56.00: SO.OO. $542.00: 1--------.........------....-----..........-........--..-----.......-..(--..-....----..1.....------...-...1..----.....-....-1---..--.......-...1--..-......--..- t -....-..-......--(--------......1 : Vehicle Classification Counts including ,1 0.00 : 0.00 : 9.50 : 0.00 : 0.00 : 0.00 : 9.50 : : Percentage of Trucks ':.~",," i, ,,,, ': SO.OO 1 .0.00 I $171.00: $0.00: SO.OO I SO.OO: $171.00: 1-....----..----.......... ..------.........-......----.......--....--..I..........-..--..--I..-...---~-.._..l-..--....--....-1.... ............-....1-........-..-.....- t .......---...-..--1....--.......-......1 Present Design Hourly Volu.~s,y " : 0.00 I 0.00 : 9.50 : 0.00 : 0.00 1 0.00,: 9.50 1 : ,,'_,,\... - 1 SO.OO I $0.00: S171.00 I SO. 00 I SO.OO: SO.OO: SI71.00: 1---.... -....... ....-...-............ ........--....-............-.......--......--...-1-...........---....\---..--......-...(....-.........-....-l..--..--...........l-..--....~-.....-l....._...............-l.........-.......-.......1 : Site Distance . I ( 0.00 I 0.00 : 7.~0 : 7.50 1 0.00 : 0.00 : 15.00 : : ...' ", : SO.OO 1 .0.00 I Sl35.00 I $105.00 1 SO.OO I SO.OO 1 $240.00 I : _00__ ____ ____________ __________ ____ _00_ _______: ______00___: -----------: -- ---------: -----------1-----------: -----------1-----------: Oeslgn Speed Study 0.00 : 0.00 : 12.75: 6.75: 0.00 : 0.00 1 19.50 I : 1 SO.OO 1 SO.OO I $229.50 I S94.50 \ SO.OO: SO.OO: '324.00 I : _ _____________________________________________\__________ -: .____00____1______ -----1-----------\-----------1-----------1-----------: : Roadside Clear lone Inventory " ,,1 0.00 : 0.00 1 7.2~ : 6.25 I 1.00 I 0.00 I 14.~0 \ 1 ',';.'." ;,,> r~'.~ I fO.OO I $0.00 I S130.50 I t87.50 I $14.00 I SO.OO I t232.00 1 1______________________________________________1___________1-----------1-----------1-----------1-----------1-------.---: -----------1 I Other Physical E1mnts I 0.00 I 0.00 : 2.00 1 2.00 1 0.00 I 1.00 : 5.00 I I I SO.OO : .0.00: 136.00 I m.oo 1 to.OO I m.oo: $76.00 I : - __ _____ _________________ ---------------------1------.- ---1--------.--1--.--------1-.------.--1-.---------: -----------1---------.-1 IAnalysis of Traffic Oatil I I I I I I I I : I I I I I I I I 1-- - ___NO ___ - ------------------- -----.-.-------1-----------: --.----.---1-----.---.-1------.--.:: ...--.-----1--.- .----.-1-.--..-..--1 Evaluation of Traffic Data : 0.00 1 24.00 1 0.00 I 0.00 : 4.00 I 2.00 1 30.00 I I I SO.OO: $672.00 I SO.OO I SO.OO I m.oo I 124.00 I S752.00 I : _________________.__________________._________1_______.___1___.__..---1-----------1------.----1--.--.---.-1-.-----.---1-----.-..--1 ITrafflc Fomutll I 1 1 I I I I I I I I : I I I 1 I : ___.___.____. _ _____ ___..___ _.____ ---. -- ______-1_._____..__1___.______-1__.. ..-, ---1-...-.'----1-"-..-..--1-- ---.-..--1----.---.--1 : Ten 1101 Year Irafflc Projection 1 1.00 I 40.00 1 2.00 1 0.00 I 4.00 I 2.00 I 49.00 1 : : m.oo 1 SI,I2O.00 I 136.00 I tr,.oo 1 t~6.00 I 124.00 I $1,271.00 I 1_____.._.________..___....__._.____...__.___._1___..__..__1_...__..___1-._..._...-1-_.______..1__._......_1-..___.____: -----.....-1 31-Kay.B9 JEFFERSON COUNTY ENBINEERS ESTlKATE 0.. ,(J:') ,.- , PAGE I ',.,;.;:'.;$';."::,,,.....,_ ~''','',":O (~- c .. "i'.C'" -. ~,r,:\\:>{,l~':;~.\ i 'u - of' ~ 1 1 I 1 I 'j ! I I J i 'I ! i ~ '! ~ :1 j i'l ~ 10 - I o o 32 X I 0 - !:llll -- Z od: . ::I:I- 1-i'E c:: :2; ~at ~O' Uc 00 WI' ill::I: -'I- oou. -0 ~~! ~::i u.od: 5!lS ::I:w I-::I: ZI- ;:0 Z 1-, ~ ~~ ;:)0. Uoo 0- o!:: Ww ::I:u 1-- !:b Z wen u- -::I: bt-. Z ,T" . o o o o .. c It.. 1l.;;.. COUNTY ROAD PROJECT CROSI2 OAK BAY ROAD, K.P. 8.20 TO 9.bl CONSULTANT NORK SCOPE COST ESTlKATE NORKSHEET --~------------------------------------......_---------------------------------------------------------------------------..........----------- I I I , I 1 I I I I TASKS : Prinoipal : Senior I Resident I Engr. : 6raphios I Clerioal : Estiuted : I Engineer I Engineer I Engineer : Support I I I Cost l 1-..----.......--------.....--....-..------------------...--1------...----1---........---..-1-------.....--1..;--------..-[--....;--..----1-----------1...-------.;....-1 LABOR REQUIREKENTS S35.00 I $2B.00: $IB.OO I $14.00 I $14.00: $12.00 I HOURS I I : Per Hour : Per Hour : Per Hour I Per Hour : Per Hour I Per Hour : DOLLARS : : ==========================================::.=== I =========== I =========== I =========== I =========== I =========== I =========== I =========== I IDesign Report: . : -..----..-----------...--.....-......-....------....;.......--...--- f -...--------..1---..-...........-: -...-----.:......-l----..------I -........--.....---1--..---..-..--1...-......-----...-1 COlpilaUon of Projeot Oat a and . 1.00 I 12.00 : 2.00 : 0.00 I 4.00 : 2.00 I 21.00 I Preparation of Oesign Report S35.00: $33b.00 I S3b.00 I '0.00 I '5b.00: S24.00: HB7.00: 1-...-...---...---..........-..----...---------.........---...---...---1........--...-----J...--.....-..-..--I-...-..-...........-I----..---..-..,..-..--....-..-..:-.............--....1..--..--..--...-1 I Deviation Reports 0.00 : 0.00 : 3.00 : 0.00 : 0.00 : 0.50 : 3.50 : to.OO : to.OO: S54.00: $0.00 I $0.00 : $b.OO: '60.00 I : .........--.....-.........----..-..-..--..--.....---....-.....----..........1 ........-...........--1......--...-.....-...-1-........-.............-1---.......-.......-1--..-------..1-...---..--...--1--...--------1 IPrDject Review: I 1 I ; 1 I 1 I I 1 I I 1-...-..----......-......-......-..-....---------.......--........--..-....1-..--.............-1..-..................-: ........--..-......-1..---..---..--1--....-.. .....--...;..-..........-.....-1--.....--..----1 : Publio Keeting '. ".1' ,e, I 0.00 : 13.50 : 0.00 I 0.00 I 2.00 : 0.00 I 15.50 : : Preparation and Pr..sentation ,.-,'< " .Ii\ I $0.00 I $37B.00 1 $0.00 I $0.00 I '2B.00: to.OO: HOb.OO I l....-..-----...............--....-...-..-----.....--.........-~:..~-..........l........-........----1..--..........-.....-1..........:...........-1..--..---........-1....----..---..(..---....-----1...-..--.....--..- t I Subllttal Review I 0.00 1 1.00 : 3.00 : 0.00 I 0.00 I 0.00 : 4.00 : I $0.00 1 $29.00: S54.00 I $0.00 I $0.00 1 $0.00: $S2.00: 1--------------------------------------- ------- : -----------: -----------\-----------1-----------1-----------1-------- ---1-----------1 I SUBTOTAL / HOURS I 2.00 : 90.50: 114.00: 22.50 I 19.00 : 7.50 I 255.50: TRAFFIC DEVELOPKENT ANO REPORTS OOLLARS I m.oo I $2,534.00 I $2,052.00 I S315.00 I S266.00: S90.00 I '5,327.00 \ 1- _____________________________________u____c_I___________I______u___I___________: -----------1-----------: -----------I--u-------I i ,", ';i' ,',~ ," ;" / "X if' ").,, "',, '!3Df/Mi,:' !::;:;OO,OO JEFFERSON COUNTY EN81NEERS EBTlKATE PABE 2 31-Kay-B9 C .',0'''-' _' f"li', ~~\<"\,",.~~; ~'-':,' ^,~.L'U! c 0. ~~~ , ;"'::~:'~'~"lk~~;:,~~~~":;""?'};:~::':r;:;'." i.i. ',:" ";' i' , (!', ) ~ J I I j I I I 10 I o o 32 X 10 ............ <~... . lIIiII ............. z od:' ::I:I- 1-i'E ~~: Wu -'0 Uc 00 WI' ill:I: -' 1-' 00 u. -0 W> :21- ~:::; u.od: 5!la ::I:w I-:I: ZI- ;:0 zl- WW1 ~ 5! Uoo 0- c!:: Ww ::I:u 1-- !:b z wen u- i=~ o z ,.. o o o o .. ( gl.( ( COUNTY ROAD PROJECT CROB12 OAK BAY ROAD, K.P. B.20 TO 9.bl CONSULTANT WORK SCOPE COST ESTlKATE WORKSHEET ------------------------------------------------------------------------------------------------------------------------------------ . TASKS I Principal: Seflior : Resident : Engr. I 6raphir:s : Clerical : Estiaated : : Engineer : Engineer I Engineer : Support I Cost : ------------------------...---------------------: -----------1-----------1-----------1-----------1-----------: -----------: -----------: LABOR REQUiREMENTS : $35.00: S2B.00: $IS.00: $14.00: $14.00: $12.00: HOURS / : 1 Per Hour I Per Hour 1 Per Hour I Per Hour I Per Hour : Per Hour : DOLLARS : : ============================================== I ::::::::::::::::::::=: =========== I =========== I =========== I ===========: ===========: =========== I LOCATION OF ROADWAY ; -------..------..---------------------------....-: -..---------: --..--------1----..------1-----..-----1-----------1-..---------:----------..: :ControJ Survey: I 1 t ---------------..--------------..--...-...---..- ---.....: -..---........--: .....-------01-...........---...-..:--..--.........-...1---..------...: ---...---..-...1--.....--...----: I Sreakdown Section using Existing Centerlinel 0.00: ~ I 47.50 : 47.50 : Ib.OO : 0.00 I 113.00: : KonUlentation, and Existing Surveys I $0.00 I $5b.00 I $B55.00 I $bb5.00 I $224.00: $0.00 I $~ :.............-....---..-...----...--........-........--------------......-J--.....--......-..-: --...Z&;;";'~~"J-""''''--''''''---: -...----...-.......1..---...-.........-..:-..--..----..-: --~~..~~~.!'1? : ' /,;-:~~', :~'~. 7!:/~' r'-;; : i : : ----...-...-.....--........-..--..---..-...----.......-.....-...--...---...-: ---..-------: ---...---..-......J............-...--.........: -...--...----..-1.....-...--....--..:-..--..-...--....: ------....-.....: I I I I I I I I I I I I I I I I I I I I I I I I I I I I : ..-............----.....-...............-...........------......-----...----1-.................---: ....----.........-..1-..-....-..-.....-1...------......-1...-----.....--..:......-..-...-.....-1.., .......-----...: I I I I I I I I I I I I I I I I I I I I I I I I I I I , I I 1----..---..-.........-------.........-..--....-..-----..................:---.. ......----1-............--...--1.........---.....--1..............--..-...1-...........-...----J..-..-..---......I--..-..--.........: I I I 'I I I I '" 'I I I 'I I I I I I , I I I I 1--..-...........-..------..--...--..----..--...----......-.........--1--..---......--1.......---....-..-1--..--..--....-1-....-.....-....-..1.....-.....---....-1--..-..-...-.......1.....-.....-.......-...: 1 1 1 1 I I :---.....--.................,,-....-...........--...--...-..-..--....--....-..--1..---...........-..-1----......-...-..1-.....-..---.....-1-..-..--.....-.....1--..-..-........-..1--..-....--......1--..-...........-..1 1 I 1 : : I I I :----------------------------------------------1 ----------- : -----.r----: -----------: -----------1-----------: -----------1-----------1 I Reference All Existing Property Corners" I 0.00 1 ~ I 9.50 I 9.50 I 0.00 I 0.00 1 19.00 I : ___~~:~~~_~~~~~~:_~~~~:_~~_~~~_:~~~?~)~~~~~_: _____~~:~~_: ____~~~_: m~;~~:~~_: ___~~~~:~~_; _____~~:~~_: _____~~:~~_: ___~~~~~ I Locating and Staking Project Centerline: 0.00 1 ' 0.00 1 51.50 I 51.50 I 32.00 : 0.00 1 135.00 1 I ~. 'I':'I~. '/'/" : .0.00: $0.00: $927.06: 1721.00 1 fHa.OO: $0.00: $2,09b.00/1 1.._.......____......_...................!~~~..tJ::........;.:.-....'~!_.;,.:...__I_........--..--..1......---.....-....1-.....................1-.....-..............1..........-..-.......1-.....-..............:.....-..-........--: Remrchlng and Interpreting OMnerships I 0.00 I 2.00 1 19.00 I 0.00 1 0.00 : 0.00 : 21.00 : I a/Record , '/".,.i,;:~_,' I $0.001 $56.001 1342.001 $0.001 SO.OOI $0.001 $39B.00: 1---.....-..-.............-..-..... --...----..~.....--......-.......-.:...:........l....-............--l-.._....-......-..l......-..............:....-....--..--...1....-..................1....--......--....1-...---............I 31-May-B9 JEFFERSON COUNTY ENGIIlEERS ESTlKATE El\.~ PABE 3 (~" c "h {' M I 1 ! 1 I j i i i 1 f , j 1 I I l .~ I 'I /1 ;j '! I:, :, ? ,:.;, i ~ :r \ ~i" r _ ,I, <1 '. 1 { 10 1Ir1 Ul - I o o 32Xlo - Z od:' ::I:I- 1-i'E C:::2 ~a; -'0 Uc en Wi ~~1 rnu. -0, ~~: ~::i u.od: 5!la ::I:W f-:I: ZI- ;:0 Z 1-, ~~i ;:) C, Uoo 0- el!:: WWi ::I:U 1-- !:b Z wen U- i=~ o Z 11'" o o o o .. c (} ( COUNTY ROAD PROJECT CR0812 OAK BAY ROAD, K.P. 8.20 TO 9.61 CONSULTANT WORK SCOPE COST ESTIMATE WORKSHEET -~-........... TASKS I Principal: Senior : Resident I Engr. I 6raphic$ I Clerical : Estimated I 1 Engineer : Engineer : Engineer I Support I Cost : ----------------------------------------------1 -----------1-----------1-----------: -----------: -----------1-----------1 ~----------: LABOR REQUIREKENTS $35.00: $2B.00: $18.00: $14.00: $\4.00 I $12.00: HOURS / I 1 Per Hour I Per Hour I Per Hour : Per Hour : Per Hour I Per Hour I DOLLARS I ; ===~:;~~;:;;~~::==============================; ======~:~~=; ====,~; =====~~:~~=; ======~:~~=; ======~:~~=; ==;===~:;~=; =====~;:;~=; : : $0.00: ~rOO: $720.00: $0.00 : $0.00: $6.00: ~: 1----------------------------------------------: -----------I---l!J.12:.Q-Q 1-----------I---------..-I..--..---..---I-------l:....-I--..8t:.~...C?!)-l IProli Ie: ; ---;;~~~~~-~:~~~~~~-~~~~~;~~~~~n~~~X,ir;~7-: ------~~~~-: ------U: -----;~~~~-: -----;~:~~-; ------~:~~-: ------~:~~-: -----;;:~~-: : \,,'1' : $0.00 : $0.00: $612.1>'0: $476,00 i $56.00 I $0.00 : ~~ : : -__.....____..______..______....______L:.._______..____l_..__.._..-..-..! ..-..-t!l~.:.!!t'_I---..---..---I..------....--I..----..-----I---......._____l_~fi.'j..~f): ICross Sections: : u./O I 1----------------------..-.........--..------..----..--..\----..-......--1---...-......-..-:..---..-...--..:-..--.:............:--: ..-..----..--...1..---..............: -......-......---1 Cross Section Existing Center:i~!,'.f:" """.,1 0.00 : 0.00 : 51,50: 103.00: B.OO I 0.00 I 162.50: ~. "y_ . $0.00 I $0.00: 1921,00: $1,442.00: $1\2.00: 10.00 I $2,4BI.00 I : ---....-----..--..-......-........--....-----...:.--....-..--..-..--1....--.......---..1..-......---....-1.........---..---1-----------1--......-..----1..----..-----1-........----.....1 1 [Iprovelents: \h: I I I I : ....--..............--........-......-..-......-..---..--...~-..:.~:----~ I...._..................l-...-....---....-l....--i~:::..-,:;: 1---......--.....-1..-....--....---1---......--....-1..........-..........: : Topography of I.prove.ents " ":1' : ': ,"\ 0.00 I 0.00: ~ : 2B.50 : 4.00 I 0.00 1 61.00 I I $0.00 : $0.00 I 1513.00: $399.00 I S56.00 1 $0.00: m8.00: 1----- ------------------00---------------------1-----------1-----------1--0000-----1-----------1-----------1-----------1-----------: IStructural Section: I I I I I I I : 1 I 1 I 1---------------------------------00-----------: -----.-----1--------..-1.--....00--: --.- -------: ___00______: -----------1--..-..--.-1 : On Si te Soils Evaluation, Test Holes I 0.00 I 1.00 : 9.50 : 9.50 I 0.00 : 1,00 1 21,00 : : i ,!",,', ,. ,:,:1 to.OO I $28.00 I $111.00: $133.00: $0.001 $12.001 $344.001 : ________________________._...__..i.l~::_;.:_...~____I------..---I-----------: _u________: __.______._1__.________1____".___001----00-----1 Perfora Gradation Tests I 0.00 I 0.00 I 0.00 I 0.00 1 0.00 1 0.00 : 0.00 : : : $0.00 1 10.00 : $0.00 I SO.OO 1 $0.00 1 10.00 1 SO.OO I : - --..- -.. --_..--------..--_.--------------.---1-------,----1-----------1-- ....-.---1-----------1---.--.----1-.-------.-1-..- ....-.-: : Proctor Te,h I 0.00 : 0.00 1 0.00 1 0.00 I 0.00 I 0.00 I 0.00 I $0.00 I $0.00 I $0.00 1 $0.00 1 $0.00 1 to.OO I $0.00 : : ______._____.____._..U.___.._____UM____.___: _..____0000 1.___..._.._1.______....1____.._____1.___.______1___________1------.-.-.1 SubMit Test Reports 1 0.00 I 0.00 I 1.00 I 0.00 : 0.00 1 1.00 I 2.00 I : 1 SO.OO I $0.00 1 US.OO 1 $0.00 1 .0.00 1 112.00 1 $30.00 I 1--.-.-------...-.---00-----.--...----------.--1-.-----.---1--........-1-00..--..--1----..-...-1-..-.--.---1-----.-----1--........-1 JEFFERBON COUNTy ENGINEERS ESTlKATE PAGE 4 31'Hay-B9 ..~:(7"A'-;'."- '1' .;o;;.~" - c .'..t). ~:r> ...... ( >> ''''''''\:'J~,':.::'Y''''_..<'' '.fi )',;:'~t~:,:;;,j"i,;,;,;;,'i;' "( ~ ,'--- . ~...:~ 1 I j I I , i I i 1 i I :1 I I i I I I 'I; ';f ,} J :t, " -(' . i ~\ 'i" Ii " :.~ :ii ;)\ 10 ~ ~ I <:I o 32 X 10 - Z od:' ::I:1- 1-i'E ~~; Wu -'0' uo en wI ill::I: -'I- 00 u..' -0 ~~' ~::i u.od: 5!l5 ::I:w I-::I: ZI- i=o Z 1-, WW1 ~51 Uoo 0- o!:: ~~'i ~i3 Z wu> u- i3~ Z ,~'"' " . o o - o o .. c o COUNTY ROAO PROJECT CROB12 OAK BAY ROAD, "-P. 8.20 TO 9.61 CONSULTANT WORK SCOPE COST ESTlKATE WORKSHEET ------------------------------------------------------......-------------------------------..---..---------------------------------------- I I I I I I I , I I I TASKS I Principal: Senior : Resident : Engr. : 6raphios : Clerical : Estiaated : I : Engineer 1 Engineer I Engineer : Support I I I Cost I : ----------------------------------------------1-----------: -----------1---.---.-----: ------.......--1---..........;.---1---..-------: --..-----....-: LABOR REQUIREKENTS I .35.00: $28.00: m.oo: $14.00: $14.00: $12.00: HOURS I : : Per Hour : Per Hour I Per Hour : Per Hour : Per Hour 1 Per Hour I DOLLARS : iProject Review: t =============================================: =========== 1 =========== I =========== I =========== f ===========: =======::::== I =========== I f --------------..........---..........----.----------------1-----------1-----------1----------: ------..---1-...--..----1-----------1-----------: : Sub.i ttal Revie. 1.00 : 1.00 : 3.00 : : , $35.00 I $2B.00 1 $54.00: : --...--..--...--.....--------------.......--..---..----..-..--: -....--..--..--I--'~..-....--..-I------..---- t ---------..-1-------..;-..-1..----..--..--1--..--..---..-1 , , 0.00 : $0.00 : 0.00 : $0.00 : 0.00 : $0.00 : 5.00 : $117.00 : SUBTOTAL I HOURS 1 1.00 1 B.OO: 295.00 I 283.50.: 64.00 : 2.50: 654.00: LOCATION OF ROAOWAY OOLLARS: m.oo 1 $224.00: '5,310.00 : $3,969.00: $B96.00: $30.00 ISlO,464.00 : :....--...-..-----..---.....-.....-..----------------------- t -..------..--1-----------1----------1------..----1--..--....---- t -----------1--..-..--......-1 31-Kly-B9 . " ((~:::', 0'" .- ",:t' JI" ,,:;:~ "', ,~ ..., /I,),C)I/OJ;O /1/ -1'/1{1,1., G' /60 "".l. j...,.;t?lp ;", ',....' .=.~. / .' j!7"'O.t)O 'II,,~'" 04'," 1,"3D,' ;"/Jt,.. '" C)'!() .f)O 1(', r>O ~.}?"r- I. ,I.^'~ \'),(?/' '10 . " ~(J1~/' ,/3, t,e;v , ) 1 \ / . 1\,)/ D?) . ~'; ....y ''Or'fJ' " .\~ "'/.-"17 f) 0 /' ') J1/J) O~ \ \'8' Al\ tb OJ \ ~b\P ";~~~~~ 17~'i>- ~.. =.;-~ JEFFERSON COUNTY ENB1NEERS ESTlMTE . ,.~~l!D'.....:.:~~.~;:I:,:::,"~..,<" ,;:~~,-,; ~~'a:,~h'ji'f. -=_ ,: PASE ~ '4 ~: ~ '-t~:<:"""",,,,'F'.'\~ , ,/::'{!'. . '10 J, :;'''''~''~.:'_'~:;~ ----Lt.-..,,'" I o o . , 32 xlo ..... - Z od: . ::I:I- 1-i'E ~~: wu -'0' Uc ~~\' ~I- tJlu. -0 ~~: ~::; u.od: !!la ::I:w I-::I: ZI- ;::0 Z 1-, ww, ~ 5\ Uoo 0- o!:: Ww ::I:U ~i3 Z woo u- -::I: b.... Z ',r o o ~' o o .. c () COUNTY ROAD PROJECT CROB12 OAK BAY ROAD, K.P. B.20 TO 9.61 CONSULTANT NORK SCOPE COST ESTIKATE NORKSHEET ------------------------------------------..._..-------------------------...------------------------------------------------------...------ I " I I I I I I I I I I I I I . I Principal I Senior t Resident: Engr. : Graphics : Clerical I Estilated I : Engineer : Engineer :. Engineer : Support I I Cost I 1--------------------------------------..------- --..--------1----------- I -----------: ---------.....: -----------; -----------1-----------1 . , TASKS LABOR REQUIREMENTS t35.00: $28.00: tI8.00: tI4.00: tI4.00: Sl2.00: HOURS I : : Per Hour : Per Hour I Per. Hour I Per Hour I Per -'Hour I Per Hcur I DOLLARS I : ============================================== I =========== I =========== I =========== I =====::=====: =========== l ======:::==: =========== I DESIGN 1--....---.....--..------.....---..--..------------....-----: -----------I-----------(-----..-.....--I-------...........{-----..-----1---...-------1-----------1 :Horizontal and Vertital Alignlent: , , I I I . I . l--..---..............-.....--..---........--...----------..----..---: -----..-----[....---------1......-....--..--1----..........---1-..----..---..1--....----......:-..-..------..: : Design Profiles Grades : 0.00 I 2.00 : 16.00 : 0.00 : 8.00 : 0.00 : 26.00 : : : to.OO: $56.00 1 $288.00 1 $0.00: t1I2.00: to.OO: 1456.00: 1--------..-------------..-------..----..................-..-1 -------..;-..-1--------..--1----...---.....;.. t ...------....-..1----......-..--1--.......----..-1--..--....-..--1 Design Super Elevation : 0.00 I 0.00 : 12.00 : 0.00 : 4.00 : 0.00 I 16.00 : I $0.00 I $0.00 I $216.00 I $0.00 I $5b.OO I $0,00: $272.00 { 1"----"---""'-"'--"'''-''''-''''''--''''---''-'''''--'''''''''''''''''' {....--..- --......:..........-......-..-: .....................-..1-.......-..---..-1-.......--..-..-..(----....--..-..1-.....-..---,,--1 : Design Road Approathes 0.00 I 0.00 : 4.00 I 0.00 : 6.00 : 0.00 : 10.00 : : COllertial - Non Comrtlal $0.00 : $0.00: $12.00: to.OO: SB4.00: SO.OO: $156.00: t ..................-.......-.....-..-..-...........-.....--.......---.....-...-.......-...1-..--.....--..--I...-.......--.........:............-....-..I-...................--l...-......---.......{---..---....--1 -........--....-..1 Intersection Design and lane Widths 0.00 : 0.00 ; 4B.00 : 0.00 : 24.00: 0.00 I 72.00 : : : to.OO : $0.00: t864.00: to.OO: $336.00: SO.OO : tl,200.00 : I-..-...----......--..--..----..--...-.------..........-......-......-.....{....--..-.....-..... 1---"'''--''-''-1-'''''''''''''-'''''' {-......--.......-...:.....-...-.....---.. t-...-....---..--{..............----{ : Roadway Settions : 0.00 : 0.00 : 4.00 : 0.00 : 4.00 : 0.00 : B.OO : to.OO 1 $0.00: $12.00 1 SO.OO I m.oo I $0.00: S12B.OO: : ----------------------------------------------;-----------: -----------: -----------1-----------1-----------1-----------1-----------1 Drainage Plans 0.00 I 1.00 1 4.00 : 0.00 1 4.00 : 0.00 ; 9.00 : , $0.00 1 '2B.00: $12.00 1 $0.00: m.oo; to.OO: tI56.00: : ----------------------------------------------1---00------1-----------: -----------: -----------: ---------.-1-----------1----.------: 1 Right Of Way Requirmnts ; 0.00 1 1.00 I 12.00 I 0.00 1 6.00 : 0.00 I 19.00 : I to.OO I t28.00 I t216.00: to.OO I m.oo: to.OO I S32B.00 I '____00____.____00_______00____________________: --------.--1-----------: -.----..---1-----------1-----.-----1--...------1-----------1 lllulination : 0.00 : 1.00 ; 16.00 : 0.00 : B.OO I 0.00 I 25.00 I $0.00 I S28.00: $2BB.OO I to.OO: tl12.00 1 $0.00 I mB.OO: : ----------------------------------------------1-----------1--:.--------: ---.-------: --.-..-----.: .----------1----.------1----..-----: I Signing : 0.00 I 0.00 : B.OO I 0.00 : 10.00 I 0.00 I IB.OO I : I $0.00 : to.OO I $114.00 I to.OO 1 S140.00 I SO.OO I t2B4.00 1 1---------------------------.------.-----------1-----------1-----.---.-I--------.--I---.-------J-.---------I----------.: --.----.---1 I Pavmnt Karking and Delineation I 0.00 1 0.00 I 4.00 I 0.00 I 8.00 1 0.00 I 12.00 1 I I $0.00: SO.OO I $12.00 I to.OO I SI12.00 I $0.00 1 $lB4.00 I : --------------------..---------------------.---1---..------1-----------1-.--.'."--1-.-.---.---: .-.--------1-----------1--.....-.--1 IEarthwork Caltulatlonll : 1 I I 1 1 I 1 I I I I I I : 1 : --- ________________.______.___..._..__________1_____._____1__..___.___1......--..-1-..---.-.--1-..---.--.-(----.------1-...-------1 ~1-"IV"B9 PAGE 6 JEFFERSON COUNTY ENGINEERS EBTlKATE tOle. 'I) , t _~' 'i(~-"'"" ....1. - r \ ~ ..J , ~;,'<i'''',{'::r!.: ~"....~ 1 i ! ! l , .\ 1 ~ :t ~ 'l .~ i ,~ ii 4 :~ i 'j j 'I:: .',~ .'. j: " t I I o o 32 X I D' au 11'M: j(~Jj -- Z od: . ::I:I- 1-i'E 0:: :2, od:;:),' Wu -'0 Uo 00 WI' ill:l: -'I- 00 u. -0 ~~ ~::i u.od: 5!la ::I:w 1-:1: ZI- ;:0 Z 1-, wWj ~ 5\ Uoo 0- c!:: UJ w' ::I:u 1-- !:b Z woo u- -:I: 5'"" Z 'J" o o o o .. ( () COUNTY ROAD PROJECT CROBI2 OAK BAY ROAD, K.P. B.20 TO 9.61 CONSULTANT WORK SCOPE' COST ESTlKATE WORKSHEET -;-----------..-----------------------------------....-------------------..-------------------------------------;------------;-----------; I I I I TASKS : Principal: Senior I Resident : Engr. : GraphiCS I Clerical : EsU.ated I I Engineer : Engineer I Engineer I Support : Cost : -------------------------...-------------------- t -----------1--......-------: ----------- t ------.....--..: -----------1-----------1-----------1 LABOR REQUIREMENTS S35,OO: S2B.00 I $lB.OO: SI4.00: SI4.00: $12.00: HOURS I I t Per Hour 1 Per Hour I Per Hour 1 Per Hour t Per Hour 1 Per Hour I DOLLARS I : ====:::========================================= t ===========: =========== I =========== ~ =========== I ===========: =====~===::= I =========== I Co.putations 01 Contract Quantities and Unit Prices 0.00 I 2.00 : 36.00 : SO.OO: 124.00: S631.00: 1.00 : 1.00 : 24.00 : B.OO : S35.00: S2B.00: $432.00: $Il2.00: 1------------..-----------------------------...-..-:-----..-----1-----------1-----------1----..------ t --.....-------1-----------1--.......-..----: IProject RevieN: I 1 I . , : -----------....----------......----..---.......----------1-------...:..--1-----------1-----------: ...-......-.......--{......----..--..:....---.....--..-I-----------I : Subaittal RevieM I 0.00 : 1.00 : 3.00 I 0.00 I 0.00 : 0.00 : 4.00 : , $0.00: m.oo: S54.00: SO.OO : SO.OO : 10.00: S82.00: 1----------...-----..-------..--.....----.......-...------..-1-..------...--I....---------I.......--..-----l.........-.......---t -----------: ..----..-----1--......-..----1 I SUBTOTAL I HOURS I 1.00 : 1.00 I 155.00: 8.00 I 82.00 I 2.00: 255100 I : DESIGN DOLLARS: m.oo I $196.00: S2,790.00 I Sll2,00: $l,14B.00: 124.00: S4,305.00 I f ..--....-.................--....-.....---..--------------..-----: -...-----.....--1................----1--..................-: ....-.....--........:....---......-...-I......-....---..-{..-..-...--......-I "'1) 31-"ay-B9 PABE 7 JEFFERSON COUNTY ENBINEERS ESTlKATE ~'('2 ;;- ....- [ l _ OiCf) "..IN.,.r...,".'..,'..,..,\....;,..':~.,....~'" ',('j ",\ ',' . '" J~;' "'1 ~ j f 1 I , I i , 1 I ~ ~ i \! \~ ~~. ~ ~\:j': '1', I} :1 .~ '1!'~" _J., " \...., C, ;\' ,'.. I 10 I o o 32x 10 .......... Z od:' ::I:!z I-w c::~. od: ::l. Wu -'0 Uo OOw: ~~I ooU- -0 ~~. ~::i u.od: 5!la ::I:w I-::I: ZI- ;:0 Z 1-, ~!!5! ;:) O'! uoo 0- a!:: wW' ::I:u ~f5 Z Woo u- -::I: bt-> Z ,r o o o o .. c o. COUNTY ROAD PROJECT CR0812 OAK BAY ROAD, K.P. B.20 TO 9.61 CONSULTANT NORK SCOPE COST ESTlKATE NORKSHEET TASKS I Principal t Senior I Resident ; Engr. t Graphics I Clerical I Estimated I I Engineer : Engineer: Engineer I Support I Cost 1---------------------------------------------- f -----------: ..----------: --.....------: -----------(-----------1----...-----: ..--....----...-1 LA80R REQUIREKENTS $35.00: $28.00: $18.00: $14.00: S14.00: SI2.00: HOURS I : I Per Hour : Per Hour I Per Hour : Per Hour I Per Hour : Per Hour : DOLLARS : : :=============================================: =========== I ===:':======= I ===========: =========== 1 ==::====::: I =========== I =========== t PLANS ANO SPECIFICATIONS 1----------------------------------...-----------: -----------1-------...--...1--..---..----1-----........--1---...-------1-----------1---------..-1 lRiqht of Way Plans; I I I , , 1---....---------....-..--------..--.....--------....----..1--..--......---1------......-..(---..----.....-1..--..-..-........1..-..-..---.......1-......-....--..-..:..--...........-..-..: 0.00 : $0.00 : 0.00 : $0.00 1 0.00 I SO.OO : 1.00 I $18.00 1 0.00 : SO.OO : 0.00 I SO.OO : 1.00 I $18.00 I : Title Report Initiation , . . . :....-...-------...........-....-....--..---......-..-..--....--.......---1............--........(........--.......---1-..---..-----1..---....-..--...1.........--.....-...-1.........-....-..--1..--.................: I Researching and Interpreting : 0.00 : 1.00 1 4.00 I 0.00 : 0.00 I 0.00 : 5.00 1 Title Reports I $0.00 I $2B.00: $12.00 I $0.00 I '0.00 : $0.00: $100.00: 1....--..-.......--..........---....-...........-....--..-..-..-... ...-..-..--l--..-........--..l...-...-.....--..--I....--..--....~-l-..---..-..-....1--.......-.....-.....: --....-.....-..--1...--......-..---..1 Right of Nay Plans 0.00 : 0.00 I 4.00 I 0.00 I 40.00 : 0.00 : 44.00 : I fO.OO I $O.O~ I $12.00 I SO.OO I $560.00: fO.OO: S632.00 I 1-----------------------------------.---.------: ----.------1-----------: ---.---.---1----.------1-----------: -----------1-----------: I Prepare right of Way Descriptions I 0.00 : 0.00 : 6.00 I 0.00 I 0.00 : 2.00 I B.OO 1 I 1 $0.00 : $0.00 I $10B.00 1 fO.OO 1 to.OO: f24.00: $132.00: 1-......-..-.......-..............................-....---........--......-...........1--....-..-....-.. t ......--.........-...(----..........-..1....--....-....--1...-..---....-.....: -....-.....:..-....-:....--..............1 :Plans for Construction I I t 1 , . , , . . 1...--.........----......--..........-........-..---..........-..-........--..1--.................. t ......-..-----..:........--..-..--1....-..........-....1..-..------..-: -....--....-..-..1...---......-..--( Title Page, Vicinity Kap, Index, Legend 0.00 : 0.00 I 2.00 I 0.00 I 24.00 : 0.00 : 26.00 I I $0.00 I $0.00 I $36.00: SO.OO I f336.00 I SO.OO I $312.00 I 1"-- -........---.... ....--...........-.. ......----..- --...............---..1-..-..-----....1..-..-.... ......--1..-..........-..-..1....----....--..1--.....--....--.. t ........----..--1-..-..-------1 I SUlllry of Quantities, Quantlty labulation : 0.00 I 0.00 I 2.00 : 0.00 I 24.00 : 0.00 1 26.00 1 I Structure Notes 1 SO.OO I $0.00 1 $36.00 I SO.OO I $336.00 I $0.00 1 5372.00 I 1_____________________________.________________1___________1-----------: -----------: -----------1-----------1-----------1-----------1 Plan and Profile, existing roadway, 1 0.00 I 0.00 : 2.00 1 0.00 I 40.00 I 0.00 1 42.00 I culverts, Driveways, etc. I SO.OO : $0.00 I $36.00: SO.OO I $560.00 I $0.00 I $596.00 I : --- -----------------------------.--.-.--------1-----------1-----------1------.----1-----------1--.--------: --.--------1----.-.----: : Roadway Sections I 0.00 : 0.00 I 1.00 I 0.00 1 4.00 I 0.00 I 5.00 I 1 I $0.00 I $0.00: $18.00 I $0.00 I m.oo I $0.00 I $71.00 1 1----------------------------------------------1-----------1-----------1---.-..--.; 1-----.-----1---.-------: ----.------1-----.-----1 I Drainange Plan and Profi Ie I 0.00 I 0.00 I 1.00 I 0.00 I 24.00 : 0.00 I 25.00 I I 1 $0.00 1 $0.00 J SIB.OO I SO.OO I $336.00 I $0.00 1 $354.00 1 1----- ---- -- ___n_ ---- .--- -- ----------.------.-1---------. -1----.------1-.---.....-1----.------1---..------: --.'--"---1---,-------1 1 Paving Oetalll and Channelization I 0.00 I 0.00 I 2.00 1 0.00 I 32.00 I 0.00 1 34.00 I I 1 $0.00 1 $0.00 I S36.00 I $0.00 I $448.00 I 10.00 I $484.00 I 1_______._ .----------------------.-------------1-----------1-.--.---.--1---.--.----1--.-----..-1---..-.----1-----.--.--1 ___.._____-1 I Illulin.tion I 0.00 I 0.00 I 2.00 1 0.00 1 24.00 I 0.00 I 26.00 I : 1 SO.OO I $0.00: m.oo I SO.OO I $336.00 I $0.00 I $372.00 I : ----.------.--.-----------.---.----.----------1---------.-1-....--.---1--.....--..1----.......1---..---.--1-------- .--1---....----1 c' JEFFERSON COUNTY ENBINEERS EBlIKATE o~D l!lI:1' PASE B 31-Kay.S9 (~' t::,J1~ k . J; ('., . _II i I j , I I j j ! t i :i ':~ i t ~ 10 - I o o 32 X 10 -- Z od: . ::I:I- 1-i'E ~~: Wu -'0 Uo OOw.\ ill::I: -'I- 00"- -0 ~~. ~::i u.od: ~a ::I:w I-::I: ZI- ;:0 Z 1-, ww, ~ 5\ Uoo 0- c!:: WWi ::I:u ~g Z WtJ) u- -::I: bf-. Z :r' o o (~... _------&!!lb.._ I t) ..10 ~~-~. o o .. ( C' .:. COUNIY ROAD PROJECT CR0812 OAK BAY ROAD, K.P. 8.20 TO Q.61 CONSUL TANT WORK SCOPE COST ESTIMATE WORKSHEET ;----------------------------------------------j----------------------------------------------------------i------------------------ . . . I TASKS : Principal t Senior : Resident : Engr. I Graphics : Clerical I Estilated t t : Engineer 1 Engineer I Engineer I Support. I I Cost f ----------------------------------------------1-----------1-----------1--------..--: -----------l-----------: -----..-----1-----...;.----: LABOR REQUIREKENTS $35.00 1 $2B.00 1 SlB.OO: $14.00: Sl4.00 1 $12.00 I HOURS I : t Per Hour f Per Hour I Per. Hour I Per Hour l Per Hour : Per Hour I DOLLARS : : ============================================== I ===========: =========== I ===========: ===========: =========== 1 =========== I ========== I Si going PI ans 0.00 : 24.00 I $0.00: $33&.00: 0.00 I 25.00 I '0.00: $354.00: 0.00 I $0.00 : 0.00 I 1.00 I $0.00 1 $lB.OO: : -----------...-------------------..---------..---1-----------1--..--------1------.....--..1----..------1----------- I ..----------1---...-----...-1 :Specificationsl I I I t I , I I I I I I I I I I I I I I I , 1----------....-.....--...-----------------..----------: -----------1--..--------1---...-------1-----------1-----------1....---------1..-......----...... t : Prepare Special Provisions 1 0.00 : 1.00 1 4.00 I 0.00 1 2.00 I 2.00 : 9.00 I, I $0.00 I $29.00 I $72.00 I '0.00: $28.00 I '24,00: $152.00 I 1---------..--..--------------..-..------.....---..---..1---..-------1---..--..----1...------..---: ----....---.....1-----..----- t --..----...---1--..---...-....-1 IProject Review: I I I 1 I I : 1 1 1 1 I : I 1----------------------------------------------: -----------: -----------1-----------: -----------1-----------: ---..-------1-----------1 : Submittal Revie~ 0.00 I 1.00 : 3.00 : 0.00 1 0.00 : 0.00 : 4.00 : : , $0.00 I m.oo I $54.00 I fO.OO I $0.00 I $0.00 I $B2.00: I ============================================== I =========== 1 c========== I c========== 1 =========== I =='========= : =========== I ===:======= 1 1 SUBTOTAL I HOURS I 0.00 I 3.00 I 35,00 I 0.00 1 23B.00 I 4.00 I 2BO.00 I I PLANS AND SPECIFICATIONS DOLLARS 1 $0.00 I $84.00 I $630.00 I SO.OO 1 f3,332.00 1 HB.OO I $4,094.00 1 : -----.....----....---..-------....------..---....--..---....1-..-----.......-1-......--..----1..--........-.......1.....------..--1---..;.......--..-1-..--....-....-..1..-..-.............-1 : ============================================== I ====11====== I =====c:==== I ==========:1 I =========== I ======:===:: I =========== I =========== I : SUBTOTAL I HOURS: 2.00 1 90.50 1 114.00 1 22.50 1 19.00 : 7.50 1 255.50 1 1 TRAFFIC OEVELOPKENT ANO REPORTS OOLLARS I 170.00 I f2,534.00 : $2,052.00: S315.00 1 $2&6.00: 190.00 I f5,327.00 I 1----------------------------------------------1-----------1---.. -------1-----------1-----------1-----------1-----------1-----------: SUBTOTAL I HOURS 1 1.00 1 B.OO I 295.00: 283.50 I 64.00 1 2.50 I 654.00 1 LOCATION OF ROADWAY DOLLARS I m.oo 1 $224.00 I $5,310.00 I f3,969.00 I SB96.00 I $30.00 ISlO,464.00 1 In--------------------------------____________I___________I___________1___________1___________1___________ :-----------1 -----------1 1 SUBIOTAL / HOURS I 1.00 I 7.00 1 155.00 1 B.OO 1 B2.00 I 2.00 I 2~5.00 I : DESIGN DOLLARS I m.oo 1 $196.00 1 $2,790.00 I S1I2.00 1 fl,14B.00 I m.oo 1 S4,305.00 1 1----------------------------------------------1-----------1-----------1-----------1-----------1-----------: -----------1-----------1 SUBTOTAL I HOURS I 0.00 I 3.00 I 35.00 I 0.00 I 23B.00: 4.00 1 280.00 1 : PLANS AND SPECIFICATIONS DOLLARS 1 fO.OO 1 $84.00 1 $630.00: $0.00 I '3,332.00 1 $48.00 1 S4,094.00 1 1- ------- - ---- ---------- ---- -------------------1-----------1-----------: ---..------1-----------1----------- : -----------1------ -----1 : TOTALS I HOURS I 4.00 1 IOB.50 I 599.00 1 314.00 I 403.00 1 16.00 1 1444.50 1 I DOLLARS 1 S140.00 1 $3,03B.00 1$l0,7B2.00 I $4,396.00 1 S5,642.00 1 S192.00 1124,190.00 : I =aJl====~&:.=.====..=lIla=='S::t=.=:I'1la===..:I==..1nlla IlIIa-:r:r'uaaa:='==.===.ac..l..III..:"===1 1:'11I11.11..11I...11111........111.11.11111.=11:1.=:.1.=.:11::11:1...' 31-"ay-89 JEFFERSON COUNTY ENGINEERS EBlIMTE PAGE 9 .'.-'- c ,) . , ',"'. ,H,~~;~ ..,."~'::l","""'-' :0 \~. '." >,,',i:\:( 'jr;," 1 j ! i i 1 j I I ! i I i I , I I I 1 ~i :J J 'I:' " :.1: ,,~ , .',1: , I o o 32 X I 0 - ( Z od:' ::I:I- I-tD ~~: wu, -'0' Uo 00 . rnW w::I: -'I- 00 u.' -0, ~~, ~::i u.od: 5!lS ::I:w I-::I: ZI- -0 !z 1-, wW1 ~E-\ Uoo o- Ct:: WWi ::I:U' 1-- !:5 Z WUJ U-' -::I:i bf-,: Z .' CROB12 - OAK BAY ROAO, KP B.20 TO 9.61 TRAFFIC DEVELOPMENT AND REPORTS HOURS DIRECT SALARY COST OYERHEAO COST @ 158t 255.50 $5,327.00 SB ,416. 66 S25.00 $25.00 S300.00 $100.00 TOTAL COST $Ib,755.21 S500.00 PLANS, SPECIFICATIONS AND ESTlKATE HOURS 535.00 DIRECT SALARY COST $8,399.00 OYERHEAO COST @ 15Bt $I3,27D.42 ,r'''' o TOTAL COST o $50.00 SlOO.OO $0.00 $200.00 S25,269.83 o o .. (J -" LOCATIDN OF ROADWAY DIRECT SALARY COST OYERHEAD COST @ 1581 HOURS 654.00 SI0,464.00 $16,533.12 SUBTOTAL $26,997.12 NET FEE @ 15t $4,049.57 DIRECT NON-SALARY COST COMKUNICATlON /DELlYERIES _:z_m..,~~\ REPRODUCTION , . k '#~ 1111 TRAYEL ";(~;. $180.00 \ 1.70 COKPUTER 'd'L' $200.001:" I RATE PAY Ims )/.,J' TITLE REPORTS ,1' S500.00 5. $b' ------------ ~ } m,576.69 3~ .---- ~ g>,s TOTAL COST TOTAL COST ESTlKATE CROBI2 - OAK 8AY ROAD, KP B.20 TO 9.61 OIRECT SALARY COST OYERHEAD COST @ 15Bl HOURS 1444.50 S24,190,00 m,220,20 SUBTOTAL S13,743.66 NET FEE @ 15t $2,061.55 OIRECT NON-SALARY COST CO"KUNICATION /DELIVERIES REPRODUCTION TRAVEL COKPUTER RATE PAY lTE"S KATERIAL TESTS SUBTOTAL $2l,669.42 NET FEE @ 15t $3,250.41 DIRECT NON-SALARY COST COKKUNICATlON 10ELIVERIES REPRODUCT ION TRAVEL COKPUTER RATE PAY ITEMS SUBTOTAL $62,410.20 NET FEE @ 15X $9,361.53 DIRECT NON-SALARY COST COMKUNICATION IDELIYERIES REPRODUCTION TRAYEL CO"PUTER RATE PAY ITEKS TIlLE REPORTS KATERIAL TESTS TOTAL COST ~'~~.~~~"'~~ ~-~ e ~:~'r.~ ,~"':;\;~ji11!J;;: <. "",,: "" 1" (,) ~-,:, ~::~,- ---- $100.00 mo.oo $I,OBO.OO $500.00 S500.00 $500.00 $14,601.73 ..-.'..-".,"'':''.....,''.'.....'' ;'I~, ' I I j 10 I o o . ~ , 3~,><lcqi -- ~..: ::I:z I-w c:: :2: od: ;:), Wu -'0 Uo ~~\ ~ t-: oou. -0 w> :21- ~~ U.;3 000 :I:w I-::I: Zl- -0 !zl- WWI ~ 5' Uoo 0- a!:: Ww :I:u I-i= !:~ wen u- -:I:, 1-1- o Z ,.. o o ('"'~''''' - o o .. o WAY MAP GENERAL HIGH UNTY FERSON CO J E F WASHINGTON ..-....,...- ~ o::,.~ w. - ~ ( o I o o 32 X I ~. IlI!IItJ o .............. o .. /,~ z od:' ::I:I- I-dJ c:: ::E, od: ::>; Wu dg en w: ill ::I: I -'I- enu. -0 ~~ ~::; u.<( !aa ::I:w I-J: Zl- i=o Z 1-, ww, :2 ::>' ;:)0', Wen 0- el!:: Ww ::I:u 1-- !:b z woo u- -::I:, bI- Z ~~c.. G,. ~/}C I Yt~ /.'..., . ':l ;g ,t i <0' 'I 3 :, 12 Ie "~ !/..}. "\ i TOWNSHIP 2B ~asa~:,~:;:~~ ,:':~~. (tr;~:;t,COIV05 R :~,' ,.'.. k '" 'k': ..:.+.,." ~,;:;)'Dna e ",oe '. r o o I o o l--- Z od:' ::I:I- 1-i'E ~ :2, wEl' -'0' Uo OOw'\' ill::I: -' 1-, 00 u. -0, ~~: ~:::; u.od: 5!la ::I:w I-::I: ZI- ;::0 Z 1-, wW1 ~ 5'1 Uoo 0- o!:: Wwi ::I:u 1-- !:b Z W(/) u- -::I:, b....i Z ,,..",. '0 o (": ~, ( o o .. r;. ~; EXHIBIT "B" (Cont.> OAK BAY ROAD COUNTY ROAD PROJECT CR0812 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: 500' Private Road Intersects Oak Bay Road: MP 8.85 Lt. Sw'vey: From Centorline Oak Bay ~d. to a point 200' easterly Length of segment: 200' CR0812 Oak Bay Road M.P. 8.20 to M.P. 9.61 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 Road Intersect Oak Bay Rd: MP 8.65 Lt. Survey: From Centerline Oak Bay Road to a point 200' easterly Length o'F Segment: 200' Private Road Intersoct Oak Bay Road: MP 9.11 Lt. Survey: From Centerline Oak Bay Rd. to a point 100' southerly Length of Segment: 100' PaljlD 27 of 37 -~.... - r , 'liIt., o !Ill. -~ ...,...~..',~ ,., ^ ",.. t'.".,..'.,,,........,,> ~"":'~" "'-.,' "'.." ,'" . ,,:':'>"i',l .' ,;. '., ,;," .~\,.-,":'",/"".", -..' '.' - ., ';;;i\]::{~{}~::~~~\ l~r;{'~,~')j;_:; . . :,' (!~ ,! ie, :t.', , f I 10:1 ~"'- ~J;".; I o o 32x I 0,1 ~''''''-JII'~'. ~ - Z od: . ::I:I- 1-i'E c:: :2, ~a' dg ~~l' ~f- CJ)u. -0 ~ ~; od:- c::-' u.od: 5!la ::I:w I-::I: ZI- ;:0 Z 1-, WWI ~ Eh Uoo 0- o!:: ww' ::I:u ~ 13, Z wen u- i= ~: o . Z ',r" o o .. ( EXHIBIT "B" (Cant.) o o (t Road Name: Osprey Ridge Road Road Name: Paradise Bay Road Intersect Oak Bay Rd: MP 9.42 Rt. County Road No. 503609 MP 9.42 Lt. County Road No.: 510109 Intersect Oak Bay Rd: Survey: MP 0.00 to MP 0.19 Survey: MP 0.00 to MP 0.10 Station: 0+00.00 to 5+00.00 Station: 0+00.00 to 10+00.00 1,000' Length of segment: 500' Length of Segment: TOTAL LENGTH OF HIGHWAY SURVEY SEGMENTS: CR0812 Oak Bay Road M.P. 8.20 to M.P. 9.61 PaQl!l 28 of 37 (~.'''-- c 10,950 FT. &~O.' "~1"<".~"fII,'''!''.' '.. ...~"~: ,.-.. "~ "",,:".'; -",',-,,',,-".. ....., "r,~\; l" , ;:~f/~1;/; :::.:t,-.',(L{I~\:'" ;ri'" ,',:>.1 .~ :1 'f :J f ~ I I I I \ ( ~ 10 I o o 32 X 10 - Z ~~ 1-i'E ~ :E. ~B", ug en w~ ~ 1=! OOU- -0 ~~: ~::; u.od: 5!lS i!:~ ZI- ;:0 Z 1-, WW, ~5j Urn 0- o!:: WW', i!:~ !:b Z ~~ i= f!7: o Z , . ;,r r 01 o o o .. ((1- EXHIBIT "B" (Cont.) COUNTY ROAD PROJECT CR0812 OAK BAY ROAD, M.P. 8.20 TO 9.61 CONSULTANT WORK SCOPE COST ESTIMATE WORKSHEET TASK LASOR REQUIREMENTS IBeEEl~_Qele_R~~~bQe~E~I_e~R_B~EQBI2 Tra~fic Data Collection: LOCATION: If ~; r:: ~ ,-; J.!f''.> 'r::'~~A -:;----~ CLlrrent Average Dai 1 y Traf ~ i c6,~f/l Swansonvi 11 e Road, I *"'Il{? ~ lk~ "," ::;r T'"~ I ,",,~tl ~" 4RG Tt> pOf,L "'~Jlj'. Oak Bay Road, Wa,l ker Way,p$!'IP J;r;/tt),'f,'../).{:S~f:" 'l",,~J;'f(l' r,f<t.."'PAYY 7,'bff'l~ t>.~)lf~Qsprey Ridge Road., (l.Cy. f::" "''l,:;''I''::!> -," C.1~~j!:,/lLL tJ.5111' Par.:ldise Bay Road ! p,~,... G,~' 'Z; r,:,",,~ ~ ':t.jt..::~./':"!;~,~_ Peak HOLlr Turning Movements R,Swansonville Road-Oak Bay (volumes for channelization) ::<fi'-"Road Int.ersection, including Directional Splits of Traffic j1./!~ .1- Il~~~~'~ -t- ~J ~K Wal ~f,er Way-'Oak g HA~Admiralty Way I ttr.r,,\ ~) 7 H(/(. ('Ii, ItnV:FI"1',,"')< ~ l..rH~"p~rtJ'Ir''''.e Intersecti on (... '~p:;, Y ~ l,..rrr':R:u~t:_~r'0"J~ Bay Road- f B _,,!.!!:.~ , I ",,~,_-"~(;- ..-;'...;',' Paradise Bay Road-Osprey ~~R$Ridge Road-Oak Bay Road Intersec'cion Vehich, C1assifica't.ion em.lOts Oak 13ay Road, "J:f:~ inclLlcling Percentage o'F Tn,IC:~(S Paradise E1ay F(oad "1."1'$ , /,,/,,' (i~' \ ,."" "1 ,- ~1:1'" ..~ 1 t19. ..,.,.. f"I.~ l 1.- ~'J.:Ui1l.$ f;J.!.;~') Pn'!sent Desi gn HoLtl-l y VfJl urnes ..-' SW/1,\nsonvi 11 a Road, ;; I I (i' (;,., P ~l':.;. >~ ;; l?",,'~:.; Oak Bay Rond, WaU(er Way, :J//f'~ Osp,-ey Ridge, Hoad, -';i......... Paroldi me Bay ,F<oad Si t~! Dj, stance ? ti"if;./'(!j.... ! }.r'p C,,~ 1t'.~r~I:..rr"l'.,.,f) '/ '.' ;' ,f / f?:" I! !.' r.::. Swanl$onvi 11 C~ Road-Dal( Bay" .,,,',.' .,1.", Road Intersection, Walker Way-Oak Bay Road- i~ "j T ~'f<ll": 'i.:." CR0812 Oak Bay ROAld M.P. 8.20 to M.P. 9.61 "",'1' Page 29 of 37 'I' if",,' I~.... Ii"'~ ,;.,. ,,- C' o "."..."-- <' ~!~j'~,,~.t'i."ir" ( 9~'il) '.... .. , ';:i'j1~if.' ,"",f:,:::::" - "~ .1 1 I I I I ; I Ii :1" :,...)" , ~ ( 10 I o o 32 X 10 Jilid -- Z od:' ::I:I- 1-15 C::::i:, ~a' uO 000, ooW w::I: -'I- ooU- -0 ~~, ~::i u.< 5!l15 ::I:w I-::I: ZI- ;::0 Z 1-, wWi ~5\ Uen 0- c!:: ww ::I:u 1-- !:b z wen u- i= ::I:, 0'"" Z \ 'r' o o () o .. ( EXHIBIT "B" <Cont.) {} Admiralty Way Intersection ",1. /r1~_'7~) [~ :' H,t::. q.r., Paradise Bay Road-Osprey Ridge Road-Oak Bay Road Intersection Design Speed St~ldy I .f trp,.l @ '7. )ljJS..': ? ,.J!:.~ Roadsi"de Cl ear Zonernventory Swansonvi 11 e Road ,-:>;2 "r~'@. . -:;'0 /I,{'. 'I/,lr, ;",.,~ 'IW'Oak Bay Road, Wal ker Way, "D .II?, :f~ Osprey Ridge Road, ?,,"6/Q.50 II,;., 'i~'f', Paradise Bay Road 7_ -N)@ i tlK:. --;;::;;- Y 'il- =. !'i:: Iff,j, O'ther F'hyS1'c:al El ements -- f-::z;n/'T'.l.:-rr.:'..-.- ? )_,'.': \:' (," f. ,I I )//'. 1/ 1J1f:., I -3/1.0'''. Analysis of Traffic Data: /2~ /fP~. (h~~';r:~:,;J:,~,~I'~) f,,~":r.I~'~rr~ Eval Lla'tl on of Tr'aH:. c Data I~ HP.!J D>'-c,"'fio' ^p, 11f',~, :;.;>n;'1.. ~';"""{or' ;:::=:=- . \ r='J'-''Desi4ri--ReportT--'1)>o 16 "" -r'RfH"'f"rc- pR,~Tec71cuv " l/"<;;' Oak Bay Road Swansonville Road, Oak Bay Road, Walker Osprey Ridge Road, Paradise Bay Road Deviation Reports -;2. Ute. 1:';:;'//,,',47C ,:Jill, C!j('"""p/. r",1 prf~.~~,~t ~e/~o{i:;e.,~\:(~, rl;fll"'''t~,.) { PI'oI'..a-,J""71I';/l-J SI.lbmi1~t.,,1 RevIew :a1l;?S Pl't\';;d~;fr ...Ll.i p, ~ r:",.H t;f{. 3 HI". ~! -J/-/./F/.::;c CDmp~lation of Project Data and Preparation of Design Report ~ 111ft I ;{iP. ! 1{1i' 11\1",\ 1 i~ ',1,:, bQ~ellg~_QE_BQeg~ey. Control Survey: Breakdown Section using Eximting Centerline Monument.tion, and Existing Surveys }(l'1'" 'v~ /,!fj ;...- )1 I ~ ,,-TI. -' :- 'iO ,..:!,:::' '~l/i'"'' e CR0812 Oak Bay Road M.P. 8.20 to M.P. 9.61 PaQEI :SO of 37 (("'rP."" ..~--.. ~ c: or,) , '~'J;': ~ t Way, /_ ,IF, r?,~:",::.I', 1fA':t=. i ~.~l':Ef!.., 'tt,. CI ;,'Pi",.4'''Tj'01'..J ~ .}: ',8 i;\ :)~ 1,. '1, i~: ,/ toK - 1. i-It~:- ,',' 1.( ,I.; !.'.~.:', J)"'r~:fc't rT C"ml" l.~,'T'O,) ~ 1'5 /J/o/!". r;J(j'I\Ij~:l:J!, fP ",) C :,i":' }',,,,, ".JAN.. .i-/,/,:,~: "'../',' ','r",,' ,,' ,..~, ,"",l //'/~""', .!'.I' ,.f' ,/..rf. ;i ".,l r"J,"l1,.,'.'__'''r!'l.~ ,,....,. ':~".' ~ 'f..." :i'-:-/,{~:<:: ~,-, 'i ,.'....... ':1' {'. . ,:-:'-1' '/ \,." ',j J ! :~ 1 I ! I ! ! I I \ i I i l I .,l "0' ;\" ;:, I'}I,- %' , ~: :~ : !~ 'x' 10 ~ I o o 32 X 10, 1- ""lJ - Z od: . ::I:I- 1-i'E ~~; WU' -'0 Uo 00 , ooW w::I: -'I- 00 u.' -0 w I ""'>, "'" 1-' ~::i u.od: 5!la ::I:W I-::I: ZI- ;:0 Z 1-. WW, ~5'\ UlIl 0- Ot: WW" ::I:U' t;:i= _0 Z wen U- -::I:, b hi Z " '," , o o o o .. ( 32:><10:1 ~22.2.......~'.'~_~'.- " "', J (E. ,.-r/i-'P" '? ~ ' r;, EXHIBIT "B" <Cont.) :.....:' 7,'1~<~ (ll,;!, ':.;,;,.'1 Reference all existing property corners within project right of way limits 'JJr1rw~ /t:A'( I("IIRS ("'."-07"'".,;""") ........': '" f.,.,.,,- ~P.r,J!\:>'''r'~_ll~t! I~A'''/ ,",ry, ........ 'iet"l /1"" II N~:( /,_,.;. \ ,,)I<I.'.(t',:: (,\/l'r' Centerline s,,5' 1>"" )( 7.A'C~) ," @. o!Y;.s Locating and Staking Project fFf" ~_ ~~ ,-'016: Researching and Interpreting of Record / ",/-IA) e ?- v/I Vt: ' j:ft\/rnF {(,..,-,v rK'" f"f .l'~f'\;' Ownersl,ips I';, ;/1"0;, -/ :::'t>(')' D~ff.t.t "'"',''.....(,~'. ~.)(.~ \, n~{) Pr.P11'Y'~(' 1/))1~(;,~,'8" ;',,~'I^.,. CalCLllations ,,,,",,@~_ Profile: ~I I -....fJ:r. ~!i lJ>,ifilJ@, ~A-I(S ',;. A'9\J /...CtJe.- "-Uvr /D,?5Df ~1$)5, 1..b7 ..i ~ I ,..,;,/JI1'/'<' 2 'PI'{ - ,. Profi Ie E>:isting Centerlines ::'''''/ ~,.,y.<2.N @. ;<:5' 'Pf'-'{", "'.';.~.> 11:0"" ~3. ~'''~A"l:} Cross Sections: ,- , ~ S y.~f.CI;{f-, ''', H~fE, ~~;f:2"::!He; ;;,~~/:~f,/ '13, Cross Section E>,:~s;tinq Centerlines}:^~~@.';'111,i::;. vi:. SF> )-IK~. ?O'{)I1.J r.~IJf.I}I.::'- ....- )(.'0 t:"',.c. '7:AAJbr.~~/"7.,. ..' . . _',," ,-- ,_' '" ' t"f,;": ~,~,( ;;'.#"("'~l @ ~ Il. ,.I.:':, , 5....11",) ...".l-.n:~ IltJ.....'.P.<I.TY ".",...-'0\) ~_.' #~ t... ..., ~~~'~~:~"~~;;~r;-:~) 1 iJ,C'~J ~ .!/-JP": :: ~;~: :::/1 '( Z ",oAJ G!. ./.~- II ~$ ;: ~'J H t?_ (; ~.fJ";)"'~'J ,~ ft,ly,j;'''-\ .,,(i;, 11"<" . { 'V"'/'; '/ "0p'!j .//'@ ~.,,, Improvements: Topography of Improvements Structural Section: . (:; ')J/(~ {'. J)n'r.:: C.;" //,.'/,'; "'~f, ~/ /'/I!.~ On Site Soils Evaluation, Test Holes Perform Gradation Tests 2. ,~<I?~' :::./1 If; ;2. h':':-~.~ :? . ""-' .. .~;- .:/".' Proctor Testt; Submit Test Reports I ,!In., (.ii' / ,,:;..e.- Project Review: SLlbmi1:to\ll Review ! I'l"a ,I) /,;,' 2. /) t:. Qg:n!3~ Horizontal and Vertical Alignmentl ."MII 'r:r.. I m,.,1 i~,; ~ }lrS I ,1'1 ,.' @ ~,,;h\.5 . 1/", I "'Il._4.J #' I II,~ . I I ,..,l(~ / ~./.t' . () 0 I I>,n.,.t@ ~ f)~':' ::,.,\" I Al~..l If' ~ ,IiI..< ,~ ~ll'~ i' ~... " .;.;,1'( !b:j)t.~ '\I'~'t ;'f" Design Profiles Grades ;, 11 ~ /, ,l"t."") /} ,,' :'t:." 'Un I i<"lf r,.lt,~. l'~w\r?(OI"!'r' ('I.~r"''''i ,,~,1,r ,t r.;.lll-P CR0812 Oak Bay Road M.P. 8.20 to M.P. 9.61 PagD 31 of 37 ...' I'-'~:; r '~" '-", 1/1/;' Q, ll),') ,.,. ~f)" ,fi' (" ~ _,..r.o ~" :f):'~" -~~ ;'1', ., ........,-. ',- ".:':_~'<,,:..:)"";.::..:'r.'~" :-~:t;",\~_V~:"f":,:( ;:",/t i "("r "/" /' ,~,("..,jl o (' iii. - -- Z od:' ::I:I- 1-i'E c:: :E, od: ;:), Wu -'0 Uo 00 , ill~i -'I- oou. -0 w>- ~!::: c::..J u.od: 5!la ::I:w 1-:1: ZI- ;:0 Z 1-, wW1 ~ 5' Uoo 0- c!:: Ww ::I:u 1-- !:b Z woo u- -::I: bI- Z ,r o o c=' o o .. ( EXHIBIT "B" (Cont.) /''f.....~~~J1i'''',1Jfft,J;''FR .3E'.c:-; '::Jrll Yy-; IIJ,t)y P"I:!'Dr;€'.' Mf/#r;.,' Design Super Elevation Design Road Approaches A. Commercial B. Non Commercial ;;i;n" ,',4":~,~y 1'-"7',,- -~-, P. J)"r Intersection Design and Lane Widths Roadway Sections l ml-''! t!?- '/ t/P~ Drainage Plans L~ll';~Krf. [.I.1A'" ;rnUl,..JN-n"': ! r'/",,\ @' ~I ,tJl:~1,. Right Of Way Requirements / ",1,,' (i{2 17/ ,1/1' ~ I 11 ~.\mi nati on ~"'" 0::'""\ . ,'/': f. )1',r1.r::,f.:'F.:":.:nM) fqr,,l..;/J:""/' l..O.'),.'( Signing I (II/JJ) @~ ~'€-~;/;;;.:.. Pavement-Marking and Delineation I ry' il"J (~?, ~ I Nr.-!.. Earthwork Calculations: Computations of Contract Quantities ."nd Unit Prices l I'll.') ~;. -3 'D/l'{$ Project Review: Submittal Review ! 1>'1''') iF' ~4fJ.' eba~g_a~~_gEgg!.E!gaI!g~~ Right of Way Plansl Title Report Initiation / I,'I'IJ @' Wi!:- Researching and Interpreting THI e Re!ports / ')/~,' ,5' ~'f{, Right of Way Plans / ",,/I' (ij',. '/,11' CR0812 Oak Bay Road M.P. 8.20 to M.P. 9.61 Page 32 of 37 o - ( ,(- , :' -- I /J.~/J;':i:'.' 'I fIR? ',n',c,.,J ~ J ,I"IJI'-/"~ 'I J/Kj fA" ,e. ~ / 'J.p....,€! ~ !.3::dJ-;:~ .'00"''''7. ";'~,._.o___ f """",J;',>!p ~ f/~;:; ~ t ."...AiI' t!}.. I r'1?_ f ~,. ~.l fP;;-.L!! 1>:" If "" Ii"~ ,4~j @ ':f!;:?' 5;"( / IT' ;;,''lrr'1.-r''')''\ uH. :"'j("s.,c- F".r.":/.l>'~.e- I ~'."J @ ,:" UI."t,'!' r "1-'" ID ft" J4P~ I Yl\~.r di'_ !:, "",'i:'1l:.. J%lE'o__- . 'N......,.J-'~ ~rtJ..l.e l'f!..~' '"""/J(tj;;, 6 flK":'- /Il, A") &:.~!!.!.!!~; ;'tr if /j;~!!:;~ 1'f Hf..~~_ ...l- ;! l;',:... r.:.,P/J/lJrr.. ~ -rC, nJ,pLlT r~ ~...-_.- fdl-J v:~:,i:.c... !'Itt"'- 't~',(., l'rr' ;>,',;, ."'_1';" OC0)','.. ~-I;""':-~_'_I , .' -<-..::. -;, '-,-'~-..: '. :;",~.:t"'!;,ii~,;J:,: ',-,' ,-,-\ :.:..i ~ ~ I ! I i l 1 ~ ~ '~~l ,,' ,~ - " 'I " ~,', , ~ .' ~ ? (' '. 10 I o o 32 X 10 -- Z od:' ::I:~ I-m ~ ~~ Wu -'0 Uo OOWIO ill::I: -'~' oou. -0 ~~o od:- c::-' u.od: 5!lS ::I:w I-::I: ZI- ;:0 Z~ ww, ~ 5\ Uoo 0- CJ!:: Ww ::I:u 1-- !:b Z woo u- i=r::= o Z ,r o o c~~'~' o o .. ( (, EXHIBIT "B" <Cent.> Prepare right of Way Descriptions / IY~,.J ,'?j' .0 /I,~j. Plans for Construction: Title Page, Vicinity Map, Index, Legend / ,s tlF,"r 1..".),.J ',.' ,<Ip ~ 'i.-P,1F-T,,,I;:.. Summary of Quantities, Stn.leture Notes / -1!It'F-'-r G)uantity Tabulation"--;,,,,~) ';. ~~ ,~.'_"~M':hl~. Vf: ':,P': '",r.',-, GiJ.. 1"/ DO'/ G,.{ffe:1""@ G'c> jcl+le /"fAN -" 'i SO ~ I !.{ 00 ~ S-:;, 1-IE'J3'"B 3 ~ If /::::-/ c-~. f'/'"r,!e Plan and Profile, existing roadway, culverts, Driveways, etc. Roaciway Seeti onE'. ~- .'1 -"nr' Pfl6,;; Drainage Plan and Profile I 1'",."c-r , ..',~.f" Paving Details and Channelizc;\tiorr,.,A:/i" :;3 :-;,,'/rl<"-~;9;tlP$t:A/E Illumination :3 ::,t1t:"J"""!'" (....lIr.1r',. '^o ,""- 3 ~1I,;t!1'!: /I;PJ'I1'" ?, MI>/{/ln''1~ ,II\<> P,I//.' Sign:i.nl;J Plans Speci f i c:at ions: Prt~pare Spacial Provisions / /,.tIA} ,;fi' 'I II"~ Project Review: Submittal Review / ", ,J ,'" r:I' ~ ;/;.t. l'"."""-""",,,,,,~ '3~ V":?:':'J~~~:b\~~~j:~~~. ,1'0 I LI.!JJM n'/'- :..J?~ /::,:1' .,,__, ~ ~ P-"':'!I12 jV!''':'J~'''''''''!~.) ~.1:,.,~"I.: __c.t:'~Jk.-- J ~.~ , '("1 /",... /"1'1" J."' 7AII ,/JD I .. ,. ..,.,.".,.',.,..,.....,_..-. CLo'~--t - it :At" 1":7'1' .., _~____~_o~~2~~~~~_.~~()'l.I?, o~ .J ~ If()''-;; / p., il'~J_ i.DO .,.,'~. t,'I~!,;{. :/:~.. '/7 :.':, '(. ..,,, 0// I ~_ ('I, "If" I! ;:, ;':'1 ":, ~...,,,, ---8,('?' ,c?'Q,.. u ~ (( "17-'::; _L:.:~_~_~_;~!:!~,...~"-5 \''''',' .,-... ,-':','" ...' I 1'1" ',t.O: "r t/~""i",!'\ (r&"'",,,,u,) ~! ','1 ,,,,...1 11"" 1 J!I:\.oo (.l::ll,...tlTI") .......fi/..lI / :.' 1'~~/D,Of'l ,..... ~'...lt., f?' 1~ (i".:" 'l~'I.~rj 100.60 r"'I,"" P '/f.,f;/J,(1(J _Fi'J/ ~( rri1!1~ i~~ '-,~r:r~.!':ttJ Ir"'.!'...",."'/'; --rr;~i;;;~ ~ul,....,~."" ~"I.-"€/( r./'l'//l\;'~€ <".'-" '1"~:"'~'J;'r,...,i) ---L-t:!f fJ,h' ;rTl::'^~ .}I"I/I' nl,,,,,..1]: 5" tP '/~/J.,n(J /l:;i'O ,'I> d '"..,~-.~f]$4iAItflI/IJ'f}f).t')'" /;'1' '//')'J)/f/ 'fl'~~''!' /, IT r,1".~,-dt:\. ,,----.-:.-.-- "i'f#r'l>- 1/ I, tJ'!.~,(V) ~-,'~..II' ~:r.\ .:,~!.~~/!~t"\ '-,1 /;1'3 CR0812 01.11< Bay Road M.P. 8.20 to M.P. 9.61 JY'~'r('1 (,j', I:; !-f.'fS ,;;> "I''t,"/tll! :1"'/1(1,.", Page 33 of 37 I~ tl"( "" A;;., "'INI" , ))1 /,/), /).\ ..." '1:.', ":' ..... )l /,.~,~";f, rYl c 0' ~ ...d. " (' 10 - I o o 32 X 10 z <( . J:I- 1-15 a:: :2, <(::> UJu -'0 uo ~~ -'I- (flu. -0 UJ>- :21- od:- a::-' u.<( 00::> _0 J:UJ I-::I: ZI- ;:0 zl- UJ UJ :2 ::>' ::>0 Uoo 0- ot; UJUJ ::I:u 1-- !:b z woo u- -J: bI- Z ... o o ~ 0 . it' 0,'; ~ :J c Parame' t:. Celebrating Twenty Years (1969-1989) 4970 AlJlc: C( ,.',~~ Breme1:;1'.1./.!i\ gS:,12 206<>37"1..c1:.'j" t ~':I:i,;'1f,J1 835 r:a>> aie.47i}.i;rjf)1 v January 6, 1990 PMX: 13-1820-01 Jefferson County Department of Public Works P.O. Box 1220 Port Townsend, Washington 98368 Attention: Bruce Laurie Dear Bruce: - o o r ... Attached is the Hydraulic Report prepared in response to your request of December 6, 1989. This report evaluates the capacity of two existing culverts crossing Oak Bay Road at station 469 + 40 and station 494 + 90. The report is based on a hydraulic analysis of stormwater runoff from tributary areas during a storm having an expected frequency of occurrence of 25 years. The capacity of the culvert crossing at station 494 + 90 is currently adequate; however, the discharge of this culvert can create flooding or erosion problems downstream. The hydraulic analysis of the culvert cressing at station 469 + 40 indicates the pipe is at capacity with the current status of development. capacity of the pipe is limited by the amount of freeboard above the entrance to the pipe to the elevation of the adjacent roadway. (Higher runoff would back the water over the road) . The results may lead to further questions regarding the limits of upstream development or a more detailed analysis of the culvert at station 469 + 40 that would give you more information for decision making. This would require more work than originally anticipated, but is certainly a matter, easily attended to with more discussion between us. If you have any questions regarding this analysis, please contact Diane Lenius or myself at 377-0014. Very truly yours, PARAMETRIX, INC. V\\~JgA~ W. J. Peterson ~'V~i JAN 09 1990 ,1EFFERSON COUNTY , '"l' ,,... IMnt:ll<S IJFP" -',..~--~_.~~~--- = o ~ -- -~ Iill.l_ '10 ...."1 x~- I o o ~! .....] 32 X ~ L ~ .- - z od:' ::I:.... I-~ c:: ::iE, ~B' -'0' Uo OOW\' ill::I: -' ....' ooU. -0, W ' ::iE~ ~::::; u.od: 5!l5 ::I:w I-::I: z.... ;:0 z...., ww, ~5\ Uoo 0- a!:: Ww ::I:u .... i=' !:o z WOO u- -::I: 13.... Z ',r"" -0 o 'C o '-' .. c STORM DRAIN ANALYSIS o o r" '~"' 36" CMP CULVERTS at , STA. 469 + 40, and STA. 494 + 90 OAR BAY ROAD JEFFERSON COUNTY I W. J. PETERSON DECEMBER 12, 1989 c. I o o .:1:) .;.,."., , "" " . ." ';.i.;~< 1(1.".'\~<rf'f;':'~;;'::'I,:t,..i'~:{;' . 32xlo; 1.:;:"t:',., - Z od:' :1:1- 1-i'E ~~: Wu' -'0 Uc OOW'I ill::I: -'I- 00 u.' -0 ~> ~5 u.od: 5!la :l:w I-::I: ZI- ;:0 Z 1-, ~~,! ;:)0' Uoo 0- o!:: Ww :l:u ~g Z Woo u- i= ::I: , Ok! Z ,.. o o o o .. c c STORM DRAIN ANALYSIS SCOPE To determine the hydraulic capacity of two 36" CMP culverts at STA. 469 + 40 and STA. 494 + 90, Oak Bay Road. Implied by this is to evaluate the present runoff from areas tributary to each. METHOD Jefferson County referred to the standards of WSDOT Hydraulic Manual which requires that flows be calculated either by the Rational Method or a Regression Theory Method outlined in the manual. The latter method appears to be i.rrelevant to this type of runoff, therefore, runoff flows were calculated by the Rational Method and compared with those obtained using the SCS Methods (Which for larger areas seems to have less conservative results). AREA EVALUATION Contours, flood routes and elevations, were determined from USGS Quad Sheet for "Port Ludlow". Aerial Photos (5-16-85) were utilized to evaluate ground cover. Flood patterns and ground cover was checked by a field survey of 12-19-89 which included topographic mapping of the culvert at STA. 469 + 40 and check of that at STA. 494 + 90. DESIGN CRITERIA o A 25 year storm was utilized for evaluation. o Runoff coefficients and travel times were obtained from tables and methods in theWSDOT-HM. Rainfall intensity was determined by evaluating published rainfall intensity curves for Port Townsend, Port Angeles, Sequim & Everett; and comparing those 25 year curves with an intensity calculated by WSDOT formula I = mjTn, where m & n values were tabled for Sequim, Poulsbo & Port Angeles. A mean value was accepted averaging calculated I = mjTn values between Sequim & Poulsbo. o WSDOT Tables were used to present Q25 values for points by the Rational Method. o o A soil group class "C" was used for determining eN values in the scs method. o Values of area, cover and Tc & Tt were taken from those used in the Rational Method. C' 0 , ---........ c o ~,,:;) ,----.:.. ~ "'\:~~"_W:.~,d'~(I:~-i,~j ',':i' ,".i',:'." ,"'\';' .,' :...~:.;j '" , ;\:,':' J' .' ~'i .. . ~ ;l l , )~ ~ .... ~ 10 L"'-- I o o 32 X 10 If - Z od:' ::1:1- 1-i'E ~~1 WU' -'0 Uo 00 . ooW w::I: -'I- OOLJ. -0 w> :21- ~::i u.od: 5!l5 ::I:w I-::I: ZI- ;:0 Z 1-, w WI ~ 5'\ g!!1. o!:: Wwi ::I:u I- i=' !: o' Z' woo' u- i= ~i o ' Z ''; , .r"-... o o "-- 0--'" -'-- - - - o o .. c i i I \ i :i >> 1 'I _"ii. :~j ~{~ ,iJ J~ (} CONCLUSION The 25 year stormwater runoff for the cul.verts in questions determined by Rational. & SCS methods are summarized as foll.ows: Rational SCS 70 52 STA. 469 + 40 STA. 494 + 90 80 56 The 36" cul.vert at STA. 469 + 40 will. have its inlet submerged to a depth equal to the el.evation of the road and wil.l. overflow in the 25 year design cal.cul.ation. This cul.vert may be improved by placing a vertical standpipe (grate on top - of smal.l. diameter) atop the vertical. angl.e of the CMP before it drops down the hil.l on the south side of the road. The area tributary to this pipe may require detention upstream with further buil.ding. Approximatel.y 60% of this area has been subdivided, but not yet ful.l.y developed. The cul.vert at STA. 494 + 90 is adequate for the cal.cul.ated fl.ow. with a vertical. drop of 43' to the 36" CMP invert, there is pl.enty of head room to al.l.ow l.arge discharges; however, at l.east two considerations should be made: ~~r. ' }~ }J ( :1, : i~ ':1 :t,i "!1 o Saturation of the road fil.l. on the uphil.l. side, which at present is no probl.em but with fl.ows causing a backwater behind the pipe (Say 6' above bottom of the pipe or Q = 80 cfs) this coul.d be a probl.em in time. o The velocity of discharge from the pipe fl.owing at Q25 is equal. to 8 fps, or a speed capabl.e of doing a l.ot of erosion and harm downstream if not dampened (Say by instal.l.ation of downstream ponds, or energy dissipators). The area tributary to this cul.vert shoul.d be managed for future discharges increased by further devel.opment to pro'Jide for upstream detention and adequate storm drain cul.verts and ditches. Less than 30% of this area has been devel.oped. ,{: I }, "}~ ~ 9 ~~ ",c>~f;~~:i"~::;:;:~::::" :':.':":",~i~~ ~ ':~ ~~ ", ~ I C<> o 32xlo ',', ."~- IlUll .. r - Z od:' ::I:~ I-w ~~. ~u\ uO oo~, ill::I:1 -'I- 00 u.' -0 ~~ ~::i u.od: 5!l5 ::I:w I-::I: ZI- ~~, ww' :2 ;:).1 ;:)0, Uoo 0-' o!::' ~~; I-i= !: 0' Z ~5!l f= ~I Od Z \ , o o ~ C'o ~' 1. 2 3 4 6 8 1.0 1.1. 1.2 1.3 1.5 1.6ff 20ff 26 27 28 29 30 -, ...~~ o o .. c ,. U~l STORK DRAl:N HYDROLOGY l:NDEX Vicinity Map - Quad Sheet Map - Trib Areas Summary of C & A Values for Tributary Areas Time of Concentration & Travel Time Cales Rainfall Intensity Determination Rational Method Calculation of Q25 Flood Frequency Calculation of Q25 - NG SCS Method - Instructions Determine CN & R values SCS Q25 Calculation Ref Tables Rainfall Intensity Curves Excerpt for WSDOT HM 25 yr. - 24 hr. Rainfall Map Trib. 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" - - - .. .. .. .. .. - - .. - - . .. - -- .. .. .. ~ 'I ~ ~ o .J .. ,.. "" o j' () 10 cO .JCJ 40 .5Q GO 7CJ 80 90 100 ~ _ ..,."..-......... r--'"'...~~-.-.':1"::zr-~ 1[1 32 x; 0 o o .. o Z od: . :cf-- I-m c::~ od:=> LJ.Iu -'0 ~o 00 LJ.I, LJ.I ::I: , -'f-- (f)u. -0 w> :2f-- od:- c::...J u.od: 5!l15 ::I:LJ.I I-::I: ZI- ;:0 zf-- WLJ.I :2;:) ;:)0 Uoo 0- o!:: WLJ.I ::I:u 1-- !:b z W(/) u- -::I: b~ Z I t-- ,~ ,-!-f T' t::i:-.C" I J_ , ' ~ '-If _'_1.. _ _ _, .1.. l'" o ( ~ ~ "" o I() o \ ') /0 ( \....,.,. ~() ,go I/O .!iO 60 7tJ 80 .90 100 J ~ ;Z;:Q',};;K;.'";;;-,;.'.;IU\ Z od: . ::I:I- 1-a5 c:::;: od::;) Wu -'0 Uo en W', ill ::I:I -'I- 00"- -0 W>- :21- od:- c::-' u..od: 5!l5 ::I:w I-::I: ZI- ;:0 zl- W w :2 :;)' :J 0' Urn 0- o!:: Ww ::I:u 1-- !:b Z wrn u- i= ::I: , 0'"" Z \r o o o o .. o 7 o (; 5 4 3 2 ~ ~ .." ~ I o /0 .30 40 50 60 70 SO 90 /00 '.... ". U "...,./ ~ 0 )) 10 32 X ~ 0 .20 '--.> o : - ':,:','.' :""',,; "',/."; '",',~ :>:,,', ".'. :;"~','i<','.'::,:,,I':',""'::;":"'>;.'.':;":"< '.',.' ':",."",:, '..," ',':- ":,,:,,,,:,,,,,' ,'''''--::''~,',;,:'::;. ~. -- Z od: . ::I:I- 1-i'E c:: :2, od: ;:)" Wu -'0 Uc 00 wi ill::I: -' 1-' 00 u. -0 ~~; "/I od:- dO' c::-' !; u.od: .. ~a N ::I:w ~ I-::I: ~ ZI- i=o !l- Z 1-, cif ~~; _If ;:) c' C" Uoo ~s 0- ~; c!:: N Ww . 3$ ::I:u ... t:l~ 1-- !:b 6.2 Z c,< wen ~cr u- '< i= ::I: , ~ o t-, Z ~ 0' [ f I or -" :l5 . 0 ....,: f ~ [ f 0 I o o .. o - W==~ I SA PRO.JEcr IoWlE BY ..~.....I...'_'_....... "' "_'" _. .____. BY THE RATIONAL FORMULA I DATE EQUATIONS fA 1.J1.5 K ( A H)O'so m c;;n' Q . (::II CAj I AL . iiiSjO:'so Q . FIocxI dIIc:Illuge Ictal AL . LanaIh oIlhlnIge bIsk1 (hI 6. H . HeIgtI 01 drIlnegs baIln (n) K. GIaund _ cool. IIthnInI LEGEND To. TIme 01 cancelll,allon (mlnl m & n. RaInIaH coeIflclanls C . Runolf coefflclelll A. 0tUle0e ..a (1ICftl81 :lCA. Total elfllCllve ~ _e (Acresl S . AYIInIge Slope (MI) Tc . I . DeSCRIPTION OF AREA "'AI 6.L AH S K To IWNFAlL COEF I C A :leA 0 (yr'.1 (h) ~I) (MI) (ll/mln) (mln) m " (1niI1t) Act.., (ell) Act.., I , , I DOT 2117 ...... (''''~'- '." ~"... (' . IU ~-~ - c - aC:;) 't~,,'.i 'or,,-":',';,". '., ':,,(.,..., ,ii,:;iJ' ,~" '.J! o ~j 32X 10 J>....<l. I~ Z od:' ::I:f- f-a:i c::~. od: =:J. wu -'0 Uo 00 , cnW w::I: -'f- cnlJ. -0 ~~ ~::::; u.<( 5!l5 ::I:w I-::I: Zf- ;:0 zl-, ww, ~5i Uen 0- o!:; Ww ::I:u f-- !:b Z wen u- -J: b'" Z ',.. o o .::tI c-'-; o o .. 2-3,2 Runoff Coefficients ( za} ~ J 1; i 1 ,~ .1 d 1 I 1 .~ , @ :i ." .~ i, j c. The "runoff coefficient" represents the ratio of runoff to rainfall. The rational method Implies that this ratio is fixed for a given drainage basin. In reality, the coefficient may vary with respect to prior wetting and seasonal conditions. The use of an average coefficient for various lurface types is quite common and it Is assumed to stay constant through the duration of the rain storm. Frozen ground can cause a dramatic Increase In the runoff coef/lclent. When this condition Is coupled with heavy ralnlall and. perhaps, melting snow, the runoff can be much greater than the ratlonallormula may Indicate. This Is a common condition for drainage basins that are larger than several square miles and this would be reflected In the regression formulas In section 2...". In a high growth rate area, runoff lactors should be projected that will be characteristic of developed conelltions 20 years hence. Even though local storm water practices (where they exlst) may reduce potential Increases,ln runoff, prudent engineering should stlll make allowances for predictable growth patterns. The coefficients In the following tftbulation are applicable for peak storms of ten-year frequency. Less frequent, higher Intensity storms will require the use of higher coefficients because Inflltratlon and other losses have a proportionally smaller effect on runoff. Conversely,long duration storms with low average Intensities would req1.llre the use of lower coefficients. Variations In runoff coefficients occur when using the rational method to size storage ponds for storm water detention and groundwater Inflltratlon of storm water disposal systems. c TABLE i.3.2 R......U Coefficients for the Rational Metftocl for DetermlnIns PeaIc DlIcharse Roiling HllIy Type of Cover !!!! ~ ~ Pavement and Roofs 0.90 0.90 0.90 El\rth Shoulders 0,,0 0.'0 0.'0 Drives and Walks o.n 0.1l0 O.S' Cravel Pavement 0,,0 0." 0.60 City Business Areas O.SO 0.1l' O.S' Suburban Residential 0.2' 0." 0.40 Single Family Residential 0.30. 0.40 0.'0 Multi Units, Detached 0.40 0.'0 0.60 Multi Units, Attached 0.60 0.6' 0.70 Lawns, Very Sandy Soli 0.0' 0.07 0.10 Lawns, Sandy Soli 0.10 O.H 0.20 Lawns, Heavy Soli 0.17 0.22 D." Cra.. Shoulders 0.2' 0.2' 0.2' Side Slopes, Earth 0.60 0.60 0.60 Side Slopes, Turl 0.30 0.30 0.30 Median Areas, Turl 0.2' 0.30 0.30 Cultivated Land, Clay and Loam MO 0." 0.60 Cl.\!t1vsted Lend, Send and Cravel 0.2' 0.30 0." Industrial Areas, Light MO 0.70 O.SO Industrial Areas, Heavy 0.60 0.1l0 0.90 Parks and Cemeteries 0.10 O.H 0.2' ~:~9[:nu;~~d I'orests 0.20 0.2' 0.30 0.10 O.H' 0:20 Meadows and Pasture Land 0.2' .0.30 0." Pasture wllh Pro zen Cround 0.40 0.4" 0.'0 I Unimproved Area. 0.10 0.20 0.30 0 0 l 2.' May 1989 c -- o (,. :~ . "...".:,.,',~f' ,:,." 10 32X 10 ~ ,.',',..' ,.., ( nlllL- M .ilIU- . - Z od: ' ::I:I- t-ffi ~~1 ~g Uo ~~; -'I- CI) u.' -0 ~~ ~::i u.od: !Qa ::I:w I-::I: ZI- i=o Z t-, w w' ::!:~I ~ 01 UCI) 0- 01- w~i ::I:u ~g; Z aLiCl) u- - ::I: I b h: Z ' :r" .. 1 . 10 o ;:C'''' -; :- .....:...:.- ~ '" o o .. (: () 2-3.3 Time of Concentration When using the rational method, it must be assumed that the maximum rate of flow, due to a certaIn rainfaJJ intensity over the drainage area, Is produced by that rainfall which is maintained for a time equal to the period of concentration of flow at the point under consideratIon. Theoretically, this 15 the "time of concentration," which Is the time required for the surface runoff from the most remote part of the drainage basIn to reach the point being considered. For uniform rainfall intensity, this would be the time of equilibrIum at whIch the rate of runoff is equal to the rate of rainfall supply. Most drainage basins wlU consist of overland flow segments as well as channel flow segments. Urban drainage basins may be further complicated by having significant pipe flow segments. The travel time Is computed for each flow segment and the time of concentration is equal to the sum of the segment travel times. An exception to this procedure may occur when a complex drainage pattern exists. The designer should be cautious when two or more subbasins have dramatically different types of cover (I.e., different runoff coefficients). The mos~ common case would be a large paved area together with a long narrow flat strip of natural area. In this case, the designer should check the parking area and a fraction of the natural area to determine If this combination would produce a greater ~ak than that obtained by using the longest time of concentration. The procedure for determining the time of concentration is based on the United States Department of Agriculture Soli Conserva tlon Service (SCS) method. This method was originally developed from the Manning Pormula. It is sensitive to slope, type of ground cover, and the size of the channels. The method gives good results for basins of several acres. Por very small basins, however, the designer should always use a minimum time of concentration of five minute. for urban areas, ten minutes for residential areas, and fifteen minutes for natural undeveloped areas. The time of concentration has been fllted to the following mathematical expression. Tc ,C)L K SO., (6L)1.' K (,C) H)O., where. Tc tsL ,C)H K 5 n Time of concentration In minutes Length of the drainage basin area In feet Height of the drainage basin area In feet Croun<! Cover Coefficient (It. 1m In.) Average Slope ( 6H/,C)L) (ft./ft.) Roughness coefficient (see Chapter _, Appendix _-I) May 1!I!9 2.& - ~ Ji,<..~~P'~~:"'~,::;~:~~Pf;):::~'~",'", '." .>". ,b., "',,'.:','" ':\;~v.~~~}~;j;~:;~h~i:fi;i;:(. ~':i '.:i; 1 \ <oC,...~~_......l.-' , ~ 6)~~ "'"...::..'\" , ",:,"" 1I""H"l" ..' '~ t"'" ",', . ..' ..'. ~ ~/ ,~,' &.~ 1.1 01 ,,:'.,1 C'~ ,to , ~._~- ~:'~ :":i~i,:~/ I o o ".. 32 X I 0 --~., '"" - Z od: . ::I:I- 1-i'E ~ :2. ~aJ uO oo~: ~ 1=1 oou. -0 ~~, ~:::; u.od: 00;:) _0 ::I:w I-::I: ZI- ;::0 Z 1-, WWJ ~ 5~ Uoo 0- o!:: ww' ::I:u 1-- !!:b Z wen u- i= ::I:! 0"", Z ' r o o ( c l .. ( TABLE 2-3.3 Cround Cover Coefficients Type of Cover Forest with heavy ground cover Minimum tillage cultivation Short pasture grass or 1a wn Nearly bare ground Grassed waterway or small roadside ditch Paved area Gutter flow 0.2' 0.'0 o.n feet deep feet deep feet deep o o K (<<found cover coefficient) ISO 280 ~20 600 900 1,200 1.500 2,~00 3,100 Concrete CMP (n = 0.012) (n = 0,024) 3,000 1,'00 3,900 1,9S0 _,100 2,3S0 Narrow Midlum Wide 'fIID = 1 11' D = 2 'fIID= 9 1,100 1,500 2,000 1,800 2,300 3,100 2,800 3,700 5,000 'c-;-'....-. , L:','<:' 1-':':-".. Storm Sewers (Concrete) 12 Inch diameter 18 inch diameter 24 Inch diameter Open Channel Flow (n . 0.040) 1 foot deep 2 feet deep _ feet deep 2-3.' Ralnfalllntl!nslty A. Ralnfalllntenslty Charts When the time of concentration and storm frequency are known, the ralnlall intensity Is obtained from the rainfall intensity charts at the end of this chapter (Appendix 2-1). Each chart ""ows the intensity of the rainfall for 100-, 50-, 2'-, 10-, and 5-year storm frequencies for a duration of 5 to 100 minutes. It Is the practice of the 'fISOOT Headquarters Hydraulics Section to use a minimum time of concentration of five minutes. It ""auld be noted that the rainfall Intensity at any given time Is the average from zero minutes to the time considered and Is not the Instantaneous ralnlall. B. Rainfall Intensity Equation In addition to the rainfall intensity charts, the designer also has the option of determining rainfall data by use of a mathematical equation. This equation has the form. I . ..!Il.. Tn where. m and n . dlmenslonles. coefficients T . the rainfall duration (minutes) I . the averago rainfall intensity (Inches per hour) MRI mean recurrence Interval 2-7 r I ... i~' Gq:;~ May 1989 Z'2-- f' I 10 ;;~ \ \ a ,I I I o o ] ..~~xlDj -- Z od: . ::I:I- t-i'E ~ :2, waf -' 0' Uc en w; ~~l oou. -0 w>, :2 1-' ~::; u.od: 00 ;:), _0 ::I:w I-:I: ZI- ;:0 Z 1-, wWj ~ 5"\ Uoo 0-' c!:: Wwi ::I:u' I-i= !:o Z ill tJ): S:! :1:, tit-<, Z Jr" / , o o c - .~~_~"...I. " o '" o o .. ( () The coefficients (m and n) have been determined for all major cities for the 2-, ,-, 10-, 2'~, '0-, and 100-year MRIs, The range of accuracy Is from '..minute duration to l,440-mlnute duration (24 hours). These equations have been developed from the 1973 National Oceanic and Atmospheric Administration (NOAA) Atlas 2, "Precipltatlon- Frequency Atlas of the Western United States, Volume IX-Washington". The rainfall charts (Sec. 2-3.4A) were developed from an older weather bureau atlas, Rainfall Frequency Atlas of the United States, Technical Paper No, 40. For this reason, the two will not always yield the same answers. Rainfall intensity coefficients can be obtained for other geographical area. and for duration. greater than 24 hours by contacting the Headquarter! Hydraulics Section. May 1989 2-g ~,' .,..~~.~, ...,..,.....:.. , ' "'''''.\~ttr.,;':;':t~~;!';;,.~'.~., . "Ft,:i i,;:;!f,~.~~:;~':'\: ~',r: ;:;<'('.,',';0"" 1"21"~'j,.-I('A" r{""{" j\ -- ;'1'1 /, ~ Z;? (. .... c (";:1 10 I o o 32X 10 .. - o - o .. o Z < . ::I:I- 1-i'E ~~: UJu -'0 Uo en w: ~ i=l enu. r n .~ ~O'I :2> Table 2-3.'8 Inde1 co Rainfall Coeffldents ~~ u.od: ~a Chart 2 Year MRI , year MRI 10 year MRI 2' year MRI '0 year MRI 100 year MRI ::I:w Location Number m n n m m n m n m n I-::I: m ZI- Aberdeen &. Hoqulam I '.10 0..88 6.22 0..88 7.06 0..87 8.17 0.487 9.02 0.487 9.86 0.487 ;::0 Z 1-, Bellingham 16 4.29 0.'.9 '.'9 D.'" 6.'9 0."9 7.90 '0.'62 8.89 0.'63 9.88 0.'6' UJ UJ I 8remerton 6 3.79 O.UO ..s. 0..87 '.63 0..90 ~~~8--~:~?Y 7.47 0.496 8.26 0.498 ~ 5\ Uoo Centralla &. Chehalls U 3.63 0.'06 ..8' 0.'18 '.76 0.'24 7 ;00 0."0 7.92 0."3 8.86 0."7 0- Clarkston &. Colfax 29 '.02 0.621 6.8. 0.633 8.2. 0.63' 10.07 0.638 11..' 0.639 12.81 0.639 o!:: UJw Coly11le 30 3.48 0."1 '..4 0.'93 6.98 0.610 9.07 0.626 10.6' 0.63' 12.26 0.642 ::I:U ~~ E lIensburg 24 2.89 0.'90 '.18 0.631 7.00 0.6.9 9.U 0.66. 11.30 0.672 13.18 0.678 C) Z Eyerett 18 3.69 0."6 '.20 0."0 6.31 0.'" ~S3_~ 8.96 0.'8' 10.07 0.'86 wen Forks . ' ..19 0..10 '.12 0..12 '.s. 0.'13 6.76 0..14 7.47 0..1' 8.18 0.416 U- -::I: bl-> Hofhtadt Cr. (Sa '0') 3.96 0...1 '.21 0..62 6.16 0.." 7... D.." 8.41 O.UO 9.38 0.484 Z Hoodsport 4.47 0.421 '.44 0.428 6.17 0.427 7.U 0.428 7.g8 0.428 8.62 0.428 l<el50 &. Longvlew 17 ..2' 0.'07 '.'0 O.'U 6..' 0."9 7.7. o.n. 8.70 0.'26 9.67 0.'29 Leavenworth 30 3.04 0."0 ..12 0.'42 '.62 0.'" 7.94 D.". 9." 0.606 11.08 0.611 Moses Lake 26 2.61 0.'83 '.0' 0.634 6.99 0.6" 9.'8 0.671 11.61 0.681 13.63 0.688 '" Mt. Vet'non 16 3.92 0.'.2 6.26 0."7 7." 0."1 8.60 0."4 9.63 0.'67 . '.2' 0."2 '" Naselle 4.$7 0.432 '.67 0.,,41 6.14 0.432 7.47 0..43 8.0' 0.440 8.91 0.436 OlympIa 7 3.82 0.." ..86 0.472 ' '.62 0..,4 6.63 0.477 7.40 0..78 8.17 0.480 ',If" Omak 29 3.04 0.'83 '.06 0.618 6.63 0.633 8.74 0.647 10.3' 0.U4 11.97 0.660 Pasco, RIch/and &. Kennewlck 24 2.89 0.'90 '.18 0.631 7.00 0.649 9.U 0.664 11.30 0.672 13.18 0.678 Port Angeles 8 '.31 0.'30 '.42 O.HI 6.2' O.HI ,.-' 0.,32::\ 8.19 0."2 9.03 0."2 0 I.. 7.37 ( ,) Poulsbo 3.83 0.'06 4.98 0.'13 '.8' 0.'16 '--!:.O~_O ::'.19..) 7.86 0.'21 8.74 0.'23 Queets 4.26 0.42% '.IS 0.423 '.87 0.423 6.79 0..23 7.48 0.423 8.18 0.424 Seattle 10 3.'6 0.'15 4.83 O.HI '.62 O.HO 6.89 0."9 7.88 0.'4' 8." 0.'4' Sequlm II 3.'0 0."1 '.01 0."9 6.16 0."7 C;;~ 8.88 0."0 10.04 0."3 Snoqualmle Pan 3.61 0.417 4.81 0.'" 6.56 0.4" .72 0.4" 8.78 0.461 10.21 0.476 0 Spokane 34 3.47 0."6 '.43 0."1 6.98 0.609 9.09 0.626 10.68 0.635 12.33 0.643 0 Stevens Pan 31 4.n 0..62 6.09 0.470 8.19 0.'00 8.H 0.484 10.61 0.499 12.4' 0.'13 Tacoma 12 3.$7 0.'16 4.78 0.'27 '.70 0.H3 6.93 0."9 7.86 0.'42 8.79 0.'4' Vancouyer 14 2.92 0.477 4.0' 0.4" '.92 0.'06 6..06 0.'1' 6." 0.'20 7.82 0.'2' !': Walla Walla " 3.33 0."9 ,.,. 0.609 7.30 0.627 9.67 0.6" 11.4' 0.U3 13.28 0.660 .. '< to Wenatchee 29 3.13 D.'" 4.88 0."6 6.19 0.$79 7.94 0."2 9.32 0.600 10.68 0.60' .. Yakima 36 3.86 0.601 '.86 0.633 7.37 0.6.4 9.40 0.U4 '" 10.93 0.U9 12.47 0.663 N } -to ("--;---- C E)C,,~ <i:: ','.'-'" '. t >> 10 32 X 10, ,..:......., -""- .--"-".... ~~ - - Z od: . ::I:I- 1-i'E ~~: Wu -'0 Uo OOW\' ill:!: -' 1-' 00 u. -0 W> :21- ~::i u.od: 5!la ::I:w I-::I: ZI- ;:0 Z 1-, WWI ~ 5\ Uoo 0- o!:: w w~ ::I:u ~i3 Z woo u- i= ~i ~I .r" o o ~ o o .. 2~~ RATIONAL FORMULA EXAMPLE ( Comput~, the 2'-year runoff for the Olympia watershed shown below. Three types of flow conditions exist from the higHest point in the watershed to the outlet. The upper portion is 2' acres of forest cover with an average slope of l' percent. The middle portion Is 7 acres of normal residential wIth 6 percent slopes and primarily lawns. The lowest portion Is a '-acre park with IS-Inch storm sewers with a general slope of I percent. Description of Area Olympia (forest) ( residential) (sewer) SR , at Sta XX + XX May 1989 Forest 25 Acres 15% SR-5 Sta.XX + XX 1800 Ft. "c .:a ,c,L K 50.' . liDO ,3,900(0.01)0., I,BOO UO (O.UIO~ 700 .20(0.06)0., . Tc '1 Mln + 7 Min. + 2 Mln..O Min. --M- . Tn 6.6' (40)0.477 . 1.14 In./hr. ECA . 0.20(2Mc) + 0.'0(7Ac) + O.IO(Mc). 9.0 Ac. Q . (:E CA)I . (9.0 Ac) CI.U In./hr.) . 10.3 cf.. MRI ,c,L 6H 5 jmJ" .1f.l.l.. ..lli.L ft/It. T c Rainfall Coef. I ECA Q (Min.) ...M... -rL. (!i!.4!!.) -L ~ ~ (Acres) J!:!!l. K 1,800 700 800 O.U 1'0 0.06 .20 0.01 3,900 31 7 2 0.20 0.'0 0.10 2' '.0 7 ,., , --2.1 2' 9.0' '9.0 .0 6.63 0..77 I... 2 - 10 2LL- ......-... ...... till c~._". .. c 9t:) . .' l;~t~ ~""',".>:~'~",:'~" 'f), >,~ j ~;~(~, ~ : 'i 10.' ." ) C"} ZS-l I (..'j '> J I I I I ~ ',' 'C'-' 10 I o o 32x 10 -- ..... ,('''~-~ v- - Z od: . ::I:I- 1-i'E :s :2, U; ;:), --,U uO 000, ill~1 --' 1-, oou. -0 w>- :2 1-' ~::i u.od: ~a ::I:w I-::I: ZI- ;::0 Z 1-, ~~I ::::l0' Uoo 0- c!:: UlW ::I:U 1-- ~b Z wUJ u- i= ::I: , 01- Z ,or o o o o .. 2;C. 49 124 123 48 47 46 25-YEAR 24. OUR PRECIPITATION --3C-ISOPLUVILS OF 25,YEAR 24,HOUR PRECIPITATION iN TENTHS OF AN INCH NNUAL 124 123 122 121 r ) Ci)Ci:~':' l.ll1i1 t:' · 10 I o o 32Xlo .......... Z od:' ::I:I- 1-i'E c:: :2, od:;:): Wu -'0 Uo en w; ~~I 00 u. -0 w> :21- ~::i u.od: ;:) 5!l0 ::I:w I-::I: ZI- -0 lzl- ~~J_ ;:) 0, Uoo 0- o!:: Ww ::I:u I-i= !:~ WfJ) u- i= ~: o Z y- o o / t '" /( r"{:.? (''1 ~o ,/r, J'. Ie If.. 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Box 1220 Port Townsend, Washington 9836B Attention: Mr. Bruce Laurie subject: Preliminary Engineering Analysis Oak Bay Road Dear Bruce: o Per your requests of October 3, 1989 and December 6, 1989, we have preformed work on the Oak Bay Road project which, as we agreed at the time, was outside of the scope of our original Consultant Agreement. The October 3rd request included preliminary analysis and development of costs for five design alternatives for reconstruction on Oak Bay Road. The report for this work was submitted in early December. The December 6th correspondence requested that the hydraulic capacity of two culverts under Oak Bay Road be analyzed. The report for their analysis was submitted on January 6, 1990. The costs for the culvert analysis was eatimated at $1,500.00. The cos,ts to date for the analysis and development of the report for county review are approximately $1,200.00 as detailed below: .,. Project Manager: .5 hr. @ $75.86 37.,93 Senior Engineer: 17 hrs. @ $58.92 1,001.64 0 Design Engineer: 3 . 5 hrs. @ $40.36 141.26 I 0 0 Word Processor: 1 hr. @ $22.10 22.10 '-..... TOTAL $1,202.93 = o ~ ~ [] ~~2 >< ~D v...... o - --". - .wiJ ~W~i7.':(~t'~ Z od: . ::I:'" ...i'E C:::2 od:;:) UJu --'0 ~o en Wi UJ ::I: I --'I- Ul u. -0 w>- ~I- od:- C::-' u.od: !:!la ::I:W "'::I: ZI- i=0 Zl- UJ w ~5 Uoo 0- e!:: UJw ::I:U ...- !:!=b Z wOO U- i= ::I:. 01- Z ,.. o o l o o .. ( ( v The approximate costs to analyze the five design alternatives, develop accurate construction costs, prepare the report and meet with, County staff .to discuss the results and conclusions is $6,300.00 as detailed below: Project Manager: 5 hrs. @ $75.86 140.5 hrs. @ $40.36 11 hrs. @ $22.10 TOTAL 379.30 Design Engineer: 5,670.58 Word Processor: 243.10 $6,292.98 As agreed, compensation for the Extra Work has been charged against the budget established to develop the design report for Oak Bay Road. As discussed, any budget remaining after final development of the design report would be used for the Extra Work. The remainder would be charged to the final design budget. At present, it appears that ,we will exceed the Oak Bay Design Report budget by about $3,000.00. The exact figure will not be available until the final billings have been processed. If there are any questions, please call me at 455-2550. Very truly yours, Pt/;;&~-'/L ~~~&p. Franklin, P.E. Project Manager +.~""-..A_~_..__ j \ ( 1 :i 1 ;! 10 : o .) o I o 0 32Xlo .- Z od:' :I:f- 1-i'E ~~: wu -'0 Uo en Wi ~~\ OOLL ;:;:;0, :2 ~: ~::i u.od: 5!l5 :I:W I-::I: ZI- ;:0 Z 1-, WW, ~ 5~ Ucn 0- o!:: WW' :I:U 1-- !:b Z wOO U- i= ~( 0' Z :,.." o o II C' 0 o o .. 1,[ ( I' (,e! 3EFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS Book_ Page / C5' '" Contract 110. Ceo81Z. Pac.tlU:y ~I'- ~~ ~OA'D Date: )/-2-e-CjO Day U){U}AJ~_\LJ4f 7NSPECTOR'S DAILY REPORT Project Manager I Weather A.M'. / P.M. Contractor'. Repres~at1Ve(.) and ~1tle ~umber and Classification of Contractor's end Personnel and Equipment: / /- I Subcontractor's /' / I D1ary (Location end type of work. report of day's operat1ons. d1scuss1ons with contractor. visitors. end unusual conditions). . 7h~ t!?oad Clo,">UIUL tUOlUce./J $lJTJtfJ -Iot#l. j #It!. //'t-4../e/&cJ ~ 1)./oJ& SCoff,! IAJ"-/{1!.. ~+ h,,~, ilJf,e..llSec..i1oN.:5 17/0AJj tv"~ 51,jlllS tUJtfJ ,<;-kPtnO -h:rAflfo - ~NiStJU<LdJ g uflll1 oJU5 41V61 J{lA- -111#, It') ('Ii 1.:5 fhd<t.L . lhafCtI. wU'<!... CoAJag pJaceO ai- b1fZ-. ('/JAJIh eAJ-h7/YNCtZ. i Ai -f11t,. /tJ.(f k~NL.. T /'(J/II h:J.f.){J PaJ(// p/~a_, /1 htltRIUI'P....tP;_ )u.teL 7o/??ruue,oL.J. I Ie Ii- -l1lL ,j;JJJ M ,3 : lIO fJ/?-v. // .'J.C. 11/88 ~ fJr>,' \~1 ,illY! ~(')f~ ( 910,,', ',,',,-,' ,>/r; ~', ~.....I,{", " '~ ~ ~ ) ~ :! ..'~ .i~ I ;'~ ff{- :;r 1 ::1 ~!! W' "J 10 ":...... 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(r jt!1VLAim C!<;pi<?f ,1 o-f r/1f//?J S I aNd I~-ks Mom ~N'(k?'/ ieJ>fl~.) Oku/ ~11i/~ ffU J t'UfJ"('( nf i/l/i/ol'('e.~ .hI?- stlfAW t1f3ALe..S'. x: -10/62. /]Int -Ihw-hfLl " !IN tltCleC To t/ L+ -I1u..- P/1fN_5<tUM./C i;J OAJ h 105 ,t;1Zl'-e.. &tCt::.ol"lAl-r /./-pf,n.r ',. V . )/~ r!ttiJ(/ flIP. , -I1itl Ve.t:{1U (}o:f VJ~o'1t"" ,.<JAiL) mc8-. tIC/ACIC. . I flpI ,"lAlrrJ i'ha;f" hf. -Iho~IJ-r /Jld ('/?/Siophl~'O;..j tuoalrf? .shur . -fhi.jnh d/JuJAJ 4/L -fhe.. IAJill/fell- aR~,,- t2C/L v4rls -!1Jl'., 1A1Ut#!ff~ 14,udl iAJ 1>>.{.'lA.td e. 01- --/-hI bJ(!tt~lIlL-. Book_Page fS~ Contract No. Ceo81Z. Pacil1ty ~\c.."BA'Y 120A'D Date: If -2tA -'10 Day WeR/JJ CJj o.+y Project Io!anager ~eather A.Iol. P.Io!. Contractor's Represent:ativeC.) and Tit:le Number and Classlficat:ion of Contractor's Personnel and Equipment; Subcontractor's 3.C. utes ",n.' ~1h_1J;~-fJ Pi f.d?t \ I 0 o 50/ ~ ............. Z od:' ::I:f- 1-i'E ~~. 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Representative(s) and Title Number and ClassIficatIon of Personnel and EquIpment; Subcontractor's / / / Diary (Location and type of work, report of day's operations, dIscussIons wIth contractor. visItors, and unusual condItions). ' CtfULw Wha. -r -fo do -.I m Ned //tJ ch A ~e.. p.,c &:..hull", /,,~. T h "1' It-It h fell -1114., 11J~,.,v+~NJ'I/IX.<...- mAN. -I1ut.-r-Muu- WML (Jhtolllf!... I/AJes -10 ~/iU . X t<JA-/+~.# .a. It)h;/~ /o#,f~1Z. C/O ')1<"'.) AIoU~ AIIi"'I/r -hIll tf3~A4. ~I(,-r -I1u.. phoAYL l"Alp..5. UJ()Ultfl NU,tt7 -b itt. UN~Vl!tudC. Iilte.- '''Iftl(,t'~ .I-I~ ,'In/& h"-. ,'Wouteff do /1- kJh~..,u 7'AJ/1 ~DT hd.~, /n/J:.(L. tf1IJVft.1L a~ij/dl a.--r t:t:3S J'1hl~ ,IflNd2::Z: /Al1~IlA1""Al hir)'\. -Ihd '" (jJ /1103 ;,,,,,11 41Iltf~(; 8u.~ /ftUU. -+ 1V~p'IJ{UJ fJJ-Ir:,/lJ b /..-/A!t!.S UAU:lJ Vi!,ufl / JadM1 _ )F1bDfleIe- e:lSl",4 llLUhy had -/1,10/ t:Jov~UtP -M1l1'h t'/J -#'tt.. /fOJt f ;tut.1 "m; k.11. QnjtfJ I' /1.s ole.., WeN jl-(.8T /J16 'I r Ai9Gk- bttT. 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' tUvd lip S.4ti'fL ~a.-r 4" d'd't<jf -/AJA/L -/1J(u~ It/~ -1h1lf /1/t<cA err I ~ (j)(?'o j, / , h1. , ]:: * / til hiM -/1",;.:(- d kJA;5 his dLc..,'Q ION ~ /')'Vf-K L j Alvt! h(L. SAi& Jill u)iJuAdl J/,(Jf-fJ~t-flhJRL ~,ti'ICAO~ /f~~. X. ~ 1/(J -fo fMA~/s e ~ iJ tJAit- 13n.. f};,u I . E~( uJe~ FM'<.12t'VfAl L)A.J& a.rk~ ff}(L irf-.:I hA.d ,fold? Ikt(./ ~60k+ -hJL. IYJ/J1fJ / 11/ ",rt- -f1M1- ilL h. o#J cfI.. V((!. Ct (z t/~ tSl )L :z::. rJbtQ hi ""'- -IJJ A'1- .;:;. It/Jd./ /ltUd2 -t1z#-.I. ;) uJT {}),U:l.K.,,.f2 A,ut!2 #7,~ IVASIII/7/-J,vtlAl'}7 (jJ/lIR"k.(l,-P 1))J -1ft L IJIff1" . :z: Alh t1!l ~.1 /d 1.tAT' Jfe 7/-tba~~rr O?:- ~1?,(CA~iJt/~ me (lOT HtJU5 ~~I) /-1<'1.. <SKIn 7?J mA,c" <.SUt&. T'HI17'" TfIP- /(t'JH7..'\ l",j~e- tv~J:;)1J6 "I- 'l7J/L rPttUu 7b H;1UIL 11I&n.. Cllt:.ctt:u? w~ ";(/-n VJt:I~~ '~f(/t.tP IH- "'.'/s fJ~ ,4,u/J (/Jlku.<J /.J,t,/o'fnfl/L ~ J.C. 11/88 51gn.. .~t?~ ~ pili /Io! /Z- (' ",..,.."".~..~..._- f) (".) '..IlIl ~ 'L1L ...... ... c o ':"""""..'( (\.\;", ...LJ n 1 1 l 1 1 l , ,I .. ] J. 1 t I c. ~ I I I \ . :> 1 '~ j , j. 10 ....LL~41~,.,.., ..'-"'.:.;.;............~ I 0 o 32> ~!:: c::-' u.od: 5!la ::I:w I-::I: ZI- ;:0 Z 1-, WW, ~5'; Uoo 0- Cl!:: Ww ::I:U 1-- !:b Z woo u- -::I:, b~' Z ' r1 ,0 o I ("__"0- o o .. ( ( INSPECTOR'S DAILY REPORT 3EFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS Book_ Page I ~D Contract No. Ceo81Z. FacUity ~Ic.. 'BA'y 120A'D Date: /I-~(~qo Day tJ~~S/J~ Project Manager Weather A.M. P.M. Contractor's Representative(s) and Title Number and Classification of Contractor's and Subcontractor's Personnel and Equipment; / / / , Diary (Location and type of work, report of day's operations, discussions With contractor, visitors, and unusual conditions). ' ilJ -!1JL Y;hI~tfJ f'i,'1r.A alJdJ ~4i;../k.i2 _ lice.. ~ CRLtJ is ~i~i'~r u~ ~/~N~ Ar ~~~ ~ ~ A/4'" II - d' -It(, A...&1 iDl ~ I' .f- .JEU-S (A1..t'-;t2v'Ul t:1 &/hflll/'Nt /Jhotd-r:50 mt--tJII'N"f H-Jf/r;/eIL-) &~ ~::;;j~~/::; :!:!:/~~~:':/~~Pf-1Do/ i.t>-i<;i"w!l ..fhLT- k_ dtJ if: I a.~f&l (lI1.ttA t:L-r Cf.' 10 f/n- tJht{+ IlL JJt:1.uf~ef? -N ~ tCbDuT -Ih~_ ~ /Ia Ie..r ,d- ~1?~tf"iSf2 ~r r!?d? /,f(L cSA-i& -(1,~ );() lAJat<.ftfJ PM('(L /Y}t)1f{(1 aM~I2!CJd&7lZ.I' I1~OI<;'Jtfl /1-. z:: A~(I/J jJ- }z(7 h4rO /JAH( (IJ/y WlJodl lhI.lli/-r6/(L ~ ~//KfL ~ ~ Aa/l!!' 4~tf) hd. oll,"((} fhAl flu d;tf;Jr. :z: SAid! -IhA.f-lzfJ Cotdd?,t('1f -7;?aht il0 3.C. 11/8S S.1gned .f"M.L~ ~~ ~~ /0 of!- I <- C ~.kU~~ .E) ("J t' . --L1 10 -- I 0 o 32 X 10 -" ~ .-t -- Z od: . ::I:I- 1-i'E c:: :2. od: ;:), WU -'0 Uo (f)w; ~~I oou. -0, ~~. od:- c::-' u.od: 5!la :J:w I-::I: ZI- ;:0 Z 1-, WW1 :2 ;:), ;:) C' Uoo 0- o!:: Ww' :J:u 1-- !:b Z wen !::!:i: b ~: Z ','" o o (~" 0 ~ /" o o .. c ( ( ( 1 INSPECTOR'S DAILY REPORT 3EFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS Book_ Page J 2..1 72oA'D Contract No. Ceo81Z. Pacll11:y ~IC- t5fYY Date: /(-2f~tj'() Day W80N[30A'I I Weather A.M. P.M. Project Manager Contractor's and Title Humber and Classif1cation of Contractor's a Personnel and Equipment; / / / / Diary (Location and type of work, report of day's operations, discussions with contractor, visitors, and unusual conditions). -In Ai /n.. -V- (}au. ( ,~icfL 11ft. drchJf- .ttN~ IJ ,f 1J,4.S {k T: ~nh t:lAf~ T ./11J1:--hf?"sz .sIAfJ~ Cl.t 3 ptr. . tftf- fhl,s 'h'm~ 2. maR.L !J(flIJI<t.,'\fl..Athr17t/(!S taOhl rPt1/fi? AIY11t/etil_, tIJM/l'1 w4S OPe... /}-f ih~ /h- . tut7 (~u)(u{l -M.t.m... -t;k IYJa,ijS b./1Y1. u...-f(lt7ia o,v if;; t/pl'fl --I11i~ l/~ilLlT- is mal2L1Lfl. #itUfU.. tJl<.J ~L cui- /i,ufZ-, v,at; t')fri&' -/j,tL.1( WOu(,(l d/~ss [1 w/# -!lUlt'/L &suo ~ /06.t~d2 tY:::. fA(L. VJn-f ~ f6h. t.JJ71. lA~r / tu'.J'# z: --101& -fht1/Yl in~+- tfCL A)Otd~ ~ ::~ ^ll:;,:':r ;:::~/:;'~t~G717'1': ::,~ ~'Sf>>c f1:SJL Pd.W J,JItHT Hl? fA},&/MC/.J TD /b W(7J1 /r 17:>(/2.. 11117 WEEM::'EN/J. &h Jeff -h1~ J,~h a.-I- 8:'2o~n-. . I dlllWL ~R.u.. -f11t!... fJrm iPd- v "gn.. ~~ 3.C. 11/88 ; rS7R,I1w BA'll'..J AtRe tPIt:U!t?O ~tn bQ; 1 of- /2.- - (; o ;';'1.1 I , , - 1 I '~ ~. $; ;j :]% .~ "' 1 ~~ ~'f :$ '1 ,,~ :~ '. :;'~: :1 .~ .~ ~~ ,;~ ), , j .,. . o _.....d.~' I 0 o 32 X I 0 ~~ ~' o ........... o .. ( INSPECTOR'S DAILY REPORT Z od: . ::I:I- 1-i'E ~ ~, Wu -'0 Uo en w: ~~I oou. -0 w ' :2> ~~ u.od: 5!la ::I:w I-::I: ZI- ;::0 Z 1-, ww ::E ;:), ;:)0\ Uoo 0- o!:: Ww ::I:u ~i3 Z wOO U- j:: :1:1 o ~. Z JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS J3ook_ Page /2 f3 Contract No. Ceo81z. Facility ~I'- "B~y 120A'D Date: 11-],,( -llo Day tve{)AJgs{)A~ / / / / Representative(s) Project Manager P. M. f.Ulh,J Weather A.M. tv/1V1l ST,q/lTl::h I'TT .2.,p""-.. Contractor's and Title Number and Classification of Contractor's and Subcontractor's Personnel and Equipment; Diary (Location and ~ype discussions with contractor, / / / ~ work, report of day's operations, visitors, and unusual conditions). ' ,Y .:smkJ^!j ~t- 1:<Iopd\.. --:;; +Alke&--/1D 6/1'rcYnfkL -10 sell WhAT hQ. UJAllk&l ON smlcoJ t-uh,.d, ho td/{p-k.. c&WN" ';;n~ mL . ?his , tuM a)/J.fUs"~ -h -ffl~AIS/RfL ~ r!3ob ;Ve.r~ill ~ IJ:.(?& It. h:,,,, -Iuo. He- tdANIs a- ,o::,fAJ:pt!l 7b tf<At".K... OF ()tTC1(- I,.,) /oPFi5l:!r ~ tJiFPE€eNC[: . /A)I( r IIeJ.J 01.) #'L O/PSt... + 18(.. TkJeLAJ &. No .s-l~lcer. 130 13 4,vcJlX ImlaAlIM- -/nQ... all~,1L t:<NtfL #?uu... is IT TeI~AJt:... J/~t<.L-r ;1./ T'/1L ~Zu~(-:~~:/;AJIA':&DJ;;;::; ~:~:;,;:~L~ ~Ho/Ve, , X ha.4 !t,()J:.~tf2 tft,-r e'>40Av'A-17'DI.J IdIL MZ./.J CIA (t/ljL,T M- fX,llI~ lifJ{2JfloAt"..A. t1I\JtCl-fhUlL tVA...'i FJ. phoAJ<!..... /.'1Jf!... ("POI- Ill.llL. (!J/lJL tJ.qJ(?~A'litle... or:- (/JlUtR A/<q,'I/~6J-Io f.a,j;.. /it 7ht!- l4full- ~tCl alA.-I if /1(7 J-;w nJt!.AJfJi!JIVedJ -ilia- C4i- fJh~lV(' /iP<.Je.- o o J.e. 11/88 Signed .K ~ 1la5 fh pI~ f) of I 2... I ~.~"" '0""""- a(? -\ ~ <tl,lit , , .1 j " :\ -,f 'i >i ~. .~ .::I J c'';! "1 :i i~ :~ .~ ~-';} )s :1 ,I :t, !f ..~ ,5~ '5 i i ,-,~ ,} I I ~ 10 ~ ~'L- I o o i 22 X I OJ - Z od:' ::I:I- 1-i'E ~~: Wu -'0 Uc en Wj' ill::I: -'I- enu. -0 W>- :21- ~::i u.od: 5!la ::I:w I-::I: ZI- ;:0 zl- ~~I ;:)0: Uoo 0- el!:: Ww ::I:u 1-- !:b z wen u- -::I:, bh, Z' r o o o o .. ( c (. '. .;1;' INSPECTOR'S DAILY REPORT 3EFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS Book_ Page /2-7 Contract No. Ceo81 z. !'acil1 ty ~Ic.. 'BFYtr 120A'D Date: 1/-;l.{-tJo Day kJeLJlJESMj' Project Manager Weather A.M. P.M. Contractor's Representative(s) and Title Number and Classification of Contractor's and Subcontractor's Personnel and Equipment; /' / Diary (Location and typ/ of work, discussions with contractor, visitors, report of 4ay's operations, and unusual conditions). ' I. -nok. S/1/)1f1I€J 0.[- -fj,~ CoTe!!- .s1od:..fJ{/e& );1 ~e.. '(MIL fJAfh LJf- STfl. lf7/p R7- 11-+ J/PIftn-:- . fJda/ 4..<Ja? {)AAlNY Ill?/;li t1l7tfl t:Wt# SKit!! -/1?t:vr c50n1L OA./d ku12 6-1-0 le,<J ~L. &Le oPumt/tJ iN THE d)(WI-!-. r. 70ldl Pt:tu...( hL /JuRttll --kJ ~€:I- SomL rn-t:;~~ tf.1J~ fo e,(fjvL (JAiI..JI- -the./J1.....0L OOA-t.. -MUh dokJA/ 1JJ:f1.. wll'feL UN,/ONt; WiTH A hb~e- uJOAJ'r kJA;.;T :z;r THI3IU ) I ~SJc..e6J v:!.1!/UU( uJh.flJlJL -fh/7 C'..,sr<p... OffntS Mo".., t:lM:12 hp. 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Contractor'l!I and 'l'itle Number and Classification of Contractor's and Subcontractor's Personnel and Equipment; / / / Diary (Location and type of work, report of day's operations, discussions with contractor, visitors, and unusual conditions). ' OIJ SrllTF3 ,jo65 BeFoI<G If Ho14'{)AV' If3tRUCfl- .k;oke..ll IGe. if- ilJ -/1,~ ~~u.. &~ BfA./(JotA.L/J;Jr- RAJIJ i-r:, I A.'\rptO pat( I it 11,- hut! hlt-DlffJ,f d.vy z;~c-~-fi":J' 1212- ..f11o &tJ,jP/J e..u15 tJ(- (lU.LV~ CIA)/) H~ S,,::;ilJ (j../O./ lJJ~r kJou IdJ b/JJ ^!f SOn",_ }a.:fp./J. .J.nfJt-c+ I'JIJ.. L 1Dldl 1J;nt. "11/t/d Iht,f lUoult:/? htve.. p .54lJtI! -/1?t1 ~(J 'ailJtfl he.. &:1id2 -/haT;'f WM IJn h(j dU1-1 e::lNdZ k)IJufc!I..J'f- fAte. ~~r /011 iJ oto. Pa.u,1 show.uf) me... -Jh~ dM/;J I?oc./c.. ~ -!h" (!lAAhlitIJ ~d;l..) at ...lr.4 tlB,;..... 'TV ~~.J +SD 4IJcR atSk"cf2 -/6lJ_ fhf/... :::ptJ..c... ON iT. r.. /ooJ:.aJl -Ml.u 11zL- ~ft. /l)OtJL AN() -:z:; (J()UUJ;Jr Ei...t::!iLJI.. A IJII wH,I2.e. , VJa.td /ofJUcR -I17tetA.. -I1J(I ~lcr'a I /O~ vr' s" DAiS. I IF' ::f...:B..fJ1/ly aallf?d ~/Ab La.U.(?)f_ 1J,v -ML V?4cfl,o 7b h;.;dl 0/.{..-7- 'f11~ l~.U.. v- h.tJ tl/hk- W -fh(L /l.4~.e.. !0t<.I'11-he/C.S Wl. /t/ur:f~.IL , (/ ~tr :1 .c. 11/99 Signed ~ ~ ~~~ ta. of ) 2.- (~~-~.._- C ~.11~' ~ L.t.iIl .LL~t~-- 0.(,.;) ...<I. '_Wi1 M LM...M ' I ...... .; ;f :~ ;, 'j ~;1 , ) " ',1 .1 ';1 "~ ,~ :~ ,~ .) ~. '~ ,;1 .-1 .'j i 1 ';~ J '1. ,'~ ;i 1 J / I I \ 'l I '! i ~ 1 ( . I 10 I 0 o 32 X I 0 J' """"""'" Z < . :I:I- 1-i'E ~~. Wu -'0 Uo (fl , ffi~1 -'I- (flu. -0 W>, ::;: 1-' ~::; u.od: !!la :I:w I-::I: ZI- ;::0 Z 1-, ww ::;: ::l' ::l0\ U(fl 0- o!::: Ww :I:u 1-- !:!:b z wu) u- ~ :I: , 0"" Z r o o ('~~-;--" - o o .. ( ( ( INSPECTOR'S DAILY REPORT 3EFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS Book_ Page 12-5 Cont:ract: No. C.eo81 z. PacI11 ty ~Ic.. 'BA-Y' ~OA'D Date: /1-21-90 Day uJP.()/lJF.o::,fYfV Project: Manager P.M. Weather A.M. Contractor's RepresentatIve(s) and TItle Number and ClassifIcatIon of Contractor's and Subcontractor's Personnel and Equipment; / / / / Diary (LocatIon and type of work, report: of day'a operatIons, discussions with contractor, visitors, and unusual conditions). m/kfL &x.re.tl. IJNdL Jlf<.Ry (pifJR IAbo((f.V PD+ holptfl -MIL PAIC~rP/se- 8f1'f f?& STr/ ~t'75 - / ~ R.T Ail,)/- -Ihi."!J i11is mOIVJ/AJJ' 2. OT- . -11u. hD/L'I .4-1i(.... Ithou-r 4 I ~n.p -,0101(, f).f -fhpAl. 0;..) -fhq .ed.~ I /A1~. Th(Jf f1.rI/L /JJA.rI'lP Hu_ l'iikj-" I'JJ..J -fl,fL. /AAJJ2.. fiir!fL ~wtf} plAC,dJ :::L , ('.oItlPJl I!JNtfl..2 f3I1'RI{ i' (''1/:Iro Hu.,. Nf!.-lt1" -I1uAj fJ/A-cLd -/-h" eu./VI'Li- a+e~i I'IAJ "'- t- ~ TA 303 +'J-O AT /;J..-/ STt?u.r:ru/Vl... NO~. Ihl!..l.f ~AI<f(7tO t()D~;WJ oJ,.) -IhR._CJ<./i/td &'"/1J,_I/?04cR. ~o~1r. m- '5'17J. 'Iq 7 -1-2.5 7D '197 1-'55 1Zr:~;j- /.4:t Dc. 10 c1- T. 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Contractor's Representative(s) and Title Number and ClassIficatIon of Contractor's and Subcontractor's Personnel and Equipment; / / / r DIary (Location and ~ype of work. report of day's operations. discussions with contractor. visItors. and unusual condItions). ' ulIIACctlltibk AjC)t//~J ~ a~ /Y}OI--e.. /2Nt1lI?t:7fJ/ACP _~ ttJol?L, Pau I 'V:fi,{l -I-h.tri /Jp (7/Julf't1AJ'f- cia .-M~ Sf,qf; 'if WI'#, IYJ€. ..J- ~+-hp UJout,(J S~AJdlI!JANAJ'r' t)ve/2.- 7b hp-/.p, r -IOltO J7o'm.. -fl"ff -Md.. fa"", hJ~ I'Y1 10 -fJw-t r.. ck,l.)'7- k,vo IV l/Uh<>>) -h s~p.Jct!.- fJaul-fol# 1ht_-I17A't-'htJ u-h.~IIL tfJ. ji'~..J dltt'II/11/j It 8kC-/<. (!Am~R.o -fh~+ WAS -If ~A -mil i JJ 1/ -I'JJllu -I?1L. IJAf.AdUse (3/1,/ ~m-eIl8 ~CT1D,v. II-e. .:J~.J) v ..fh,cH- ,flip W"fS vuy 4AJ.gfl'l fnA-l- he. 1J1I~ ~~ hdfL . Sht. -h/~ hiNt ~ S),l Wk~ di.i/l/AJJ 1?n-/?_,ShL hAd )u.1I. ~A.!J't J<J1't1.. hu./h.. .s-titIL -IJ;..d- if --IIIl.. 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A.. shoi/e.,(. :r A.SJ::.e6J ;-f -fh~ h4dl #1L t1LJA-lil;!j Ad<. tJ,d- .btvl-/~rfJ e~utCl ~fJ CL-l11/~f- (zt'lJc) '\f -Mr cSll icR 1<.)0 /hu+ -!hIt t<Jol-dtP Jf.-f-t50~~ aNt} fu-f- ;r' ON 7bm()~JJ. .'g..' .~4 ~ fill/! ~ J.C. 11/08 5tJf II (~.."-- ,I ~.... ~ 0(.:;) ." , . !~ 1 j ;.1 i 1 , 'I J I A .~ ':~ ,';~ d J }. ',~'i '1 ~ ,~ ',j 1i '0, :":',. ,~J :1' '.". s~ ::i 7, i I f f r , 10 - I - o o 32 X 10 ~',;;............ lid - Z od: . ::I:I- 1-i'E c:: :2, od:;:) Wu -'0 Uc en Wi ill ::I: I -'I- CflU. -0 W>- :21- od:- c::-' u.od: 5!la ::I:w f-::I: ZI- ;:0 ZI- ww, ~ 5; Uoo 0- c!:: Ww ::I:u 1-- !:b Z wen u- i= ~, o ' Z ... o o (' 0 o o .. ( ~< ,. INSPECTOR'S DAILY REPORT JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS Book_ Page II f.t, Contract No. CeD81Z. FacUlty ~Ic.. ~~ 120A'D Date: II-UJ-CJo Day TtA f?5/'Jtty Project loIanager Weather A.M. P.IoI. Contractor'. Representatlve(.) and Tltle Number and ClassIfIcation of Contractor s and Subcontractor's Personnel and EquIpment; /' / / Diary (LocatIon and type of work, report of day's operations, discussIons wIth contractor, visItors, and unusual condItIons). / C'tJ II~dl tlahRt1"j Pa/me.1L aT JJ-: 1./0 p~_ /lJJIf c1t':5Ct<ss(lt'fl 'II" CUt 11/t?Il+pla(Q/y}(7It)f /.0,);-11... A'I'IL.. I-!tL SAid -b ./J-f 1~';:;i?J~ 'I -/0 ch ((>,Ic fAil th ~L WA-fe./l- d''f+ -b St1fl-. ,'f!. IU~ t!d),) pIA!"" I+~Q- -/hL.-foP of..fhl u~l(-fell.. 1t"1Vr1. 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X+ WlJJ:. /ltJh/lt? 1612- ...n..~ A -7 iJ8i1 tf( J.C. 11/88 tDf 1/ c oc~~ .~,..:".,...., "i .~ :5 A ;:'~ " ~ 'j ~ ":$ :f: :'1' i 'I .f ~ ,? g I 1 I I I ,t Jl 10 - -~ I o o 32 x 10 -- Z <( , :J:I- I-a] ~~o UJu --'0 uo rn UJo\ fB:J: ..j~'. rn u.' -0 UJ> ~t: a:--' u.<( ~a :J:UJ I-:J: ZI- ;:0 Z 1-, UJ UJ :E :::10: ::l ' Urn 0- ot: UJUJ :J:u ~13 Z wen u- - :J:, 5...., Z o'r o o o o .. ( 'f,: ( INSPECTOR'S DAILY REPORT 3EFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS Book_ Page 1/ S Contract No. Ceo81Z. FacUlty ~,c:.."BA-'r ~OA'D Date: II- ;;'0- '10 Day TUes()~y Project Manager / Weather A.M. ,/ Contractor's Representat~e(s) and ~itle / / /0 ( Number and Classlrication of Contractor's and Subcontractor's Personnel and Equipment; P.M. / / / Diary (Location and type of work, report of day's operations, discussions with contractor, visitors, and unusual conditions). 1111 SA; d. II So ~ u)haIJ.L if- is. II tV (L m€.tHjU~l!.tfl -!1JtL /; JUt!- dAid /7- /15 ahour d- 7'1 aNdu. -AAL. ,o.4i/e.I??t!.Io./T7 Z A-&nfl iJe,,-, / , , if hi- hAd. -/his /iAh' /acAhtll _ ilL SAid2 -I1J/t.i- At- L'1:J/A//~AJ7- . I?,,- rnLI'M J:.. i/UL A.MY tflUUJ {JAr'ilI-/- Ii..; -Ih;~ AR.PIJ, 8)1J!~UJI1I -/lu;nv -Me..... [u.ti I&w W4.f.uz- /-l(e/<.i'vd --M /,U.p4,./Z.. #Uo Ol'()~ PI-/- //; '3 (? A,,^, .fle- f ' S4iJ) -fha+ hI 1A)t'Jtdrfl. a"p)F<.(t!. fh,~<; pit:Jf'/? 0+ ~ip(1 u;,'H, pIlls-fie... II€.. tJIso -IoW- (JJau..1 -thaf- d- tUASA/+ Ace's ,4t-( /-1- , LutflolAJ UT. - d.,'tfl-./f ktJOlfJ WhlR.L #1/0 liNt? tXJtP af tJlL hot.) d(JI{J' T wafr:kll,t} h,/;? (R~fI4i.e.. -!his sac-f1'/);() j)Jt.o IA.St1.tfl t:L h'ltll2d<<..//c... dhAiA.)..f') ('~r-l17tL t1l,wsm.s fJip(l..~. 7h~ -h5UA/tR ,a l"'\I(!t-t/~~ ah1u-r ::?' tMc.k CToWA~/:J:5 4D?lit1ACTr) -Ilcom A- ~I!.{/I/;U.s BRcJ:1L. "This is IA JhM, -Ih.a- old c.u Iv~~ -r H./A-,~ LyI':::J .'on.. ,~_~~ 110/ 3.C. u/8Sc. (p oT bf /1 (=--;;. . -co 0::'1.)) , 0.....:... 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Representat~(s) and ~itle /' / /' Number and Classif~cation of Contractor's and Subcontractor's Personnel and Equipment; Diary (Location and type discussions with contractor, / / / / of work, report of visitors, and unusual day'. operations, conditions). ::;:a:~:~AJ~A~,,~:~ P,:~f 0-:t';;,1r<P::~~:::'~ JUdftU_ /iN~ JJ.U, t3RO!:MJ IltEoUT II oCIcx:.L ,PAh{l if kJdS Mtd--tP!t , ~ t<Jdhi;.J /D miNt.<-t~S - r +h"A)k.'.!!/~s..s -H'fiIl!.-, J-udlOkJ tA:Tili-ht?~ -SWfU!.- IOr-lIJ/l.tf. ttCP. ,({ plAmp~ -10 tf?(1m/J//1/... -hll.. wtt.fUZ.. .,tJ~orn -Me. d/-I-cA. . aPrl..lZ... mitt!. {3.4)(+~Jl.... tR.tmowtl eoA.Jh:imIAJA"ndl n?A1-tZH)/fl ( Mol'h -11M AI<d./.( ,-J.1.,(J-:f d, &;,;'r NdP.d -In lASt' -/1,(1_ LiIA./??fJ . -rh~ p//Jt' is , ". A-JV 8 I, t(shL.',.f~s P "pe..... tVJdl ...ft1t1I<~ is pfl ref- 0-1 A .s ltU,tJ~ l'Ii,::!! +h1U<tl---/1,i~ i-s ..y.,fL ()tlILT +hfft' /oo/a.P II1.a.. 0- lead. AAI?J)'{ ~Yni-I-A.. 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WAil. rntL hllC.K-hoL dU4 1M aAJt1. /+ 1/)()J;uJ2 1t"J=€. #'4j mt;vedl ; "- J ''!' ""~./L - UJPPJL OfAlCI;t#vJU"h'Yf AuT ex/7-w:,,'Y ,/},sr. P..,. ( I ~~ i :"~(!,:-::'; .,~~~~:~:f:::~:~~'"; :::r:':n%<" l:"':zdll -!hi. l({oT IJ-f -Hi/Z. t'IU,w /tmi:ett' ~It .a. Vt:!VL. I S+iI!ulfe~ -7-Al:.h.J..f fJlctuttes ~ o+- -H,d /A)1fJ,.1"lL Il t.oJNllt(j' cbJtJJJ -MIL. d/-kf.. '" tljL;Jt doWN 10 -!1,L- 'l " /tltt1L 8&:>'1 Culi/etL-r .tINtf2 7b-Dk Sam/!... rnO/i!L fJ"c..f-?t/<.e~ hell~ tV.lcfL I t)f- fhfl.. bAy. !JdU I hat:f.A/t fJlaad2 e:;MY !Jilin of' l~ttRdlA) I~ it,~, ctrfc.j, AIL -s; It-. rhe.lu.. /A.JA S Sa nUlLA W/{T~tz..- tRUNA/JAJ...! I dlOA.Jf IOJow;l-i1-w/)u,ld htwe. he.(/)~~. LI?AAJ b.1(cK. LIp fy; b)aIJce~b'e:l1/ / fW INSPECTOR'S DAILY REPORT 3EFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS Book_Page //3 Contract No. Ceo81Z. Facll1ty ~1c.."BA-'r 120A'D Date: 11-20 - '10 Day TU(;SML/ Project Manager Weather A.M. P.M. Contractor'. Representative(s) and ~ltle Humber and Classif1cation of Contractor's an Personnel and Equipment; .7 .C. 21/88 'i of J I ~~A-~ p~ S.igned '10 "'-'. ~""- fJ('~,.,.' 'f ~ 'J "., ( .M ('. ....- ab....& I 0 o 32 X 10 ...L ~~ -- z <(' :J:I- I-a] a::E <(::l UJu --'0 uo ~~i --'I- rJ) u. -0 ~~ [2:J u.<( ~~ :J:UJ I-:J: ZI- ;:0 zl- UJ UJ, ~5, UrJ) 0- o!:::: UJw :J:u ~13 z wen u- i= :J:, 0.... , Z r~ o ! , I j - o o .. ( (. '" ( ( . INSPECTOR'S DAXLY REPORT 3EFFERSON COUNTY DEPARTMENT OF PUBLXC WORKS Book_ Page I) 2- Contract No. Ceo81Z. FacUlty ~,c:..."BA-'r ~OA'D Date: //-20 -90 Day TUOSiJAJr Project Manager P.M. Weather A.M. Contractor'. Representative(s) and ~1t;le Number and Classlfjcation of Contractor's and Subcontractor's Personnel and Equipment; // / Diary (Location and type of work, report of day'. operations, discussions with contractor, visitors, and unusual conditjons). wiK rf.v1CK.H::>8 I3LJ:iIJ'& AN~ (,\At/ltJt'~ nJA'TUlt"tl/1- VJIf PL.~~lAlj ,.r 0;.) 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Aul tUI'.,v/-io Call IV ~r /0;1(04-", .'r.C. 11/88 3 crf' II 1~(? fJll/I ~ SJgneCl [ ~. at ) '~ ~ :..:: C.-'-;' -.. , '. ~ ~ ,; . 10 ~ I o o ~ 32 X I 0 J .- Z <( , :J:I- I-a] a: :E. <( ::l, UJu --'0 uo rJ) 0 fB ~I --' 1-' rJ)u. ;:;;0, :E> <(t: a:--' u.<( ~a :J:UJ I-:J: ZI- ;:0 Z 1-, UJ UJ. :E :::I,' :;::) o~, UCJ) 0- ot: UJUj :J:u 1-- ~5 Z wen u- i= i::' o . Z r o o C"~"'O'- , o o .. ( P( INSPECTOR'S DAILY REPORT 3EFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS Book_ Page 1/ I Contract No. CeoSIZ. PacUity ~,c.."B~ ~OA'D Date: 1/-;20 - "'Iv Day rues 0"'"7 Project Manager Weather A.M. P.M. Contractor's Representative(s) and ~itle Number and Classifjcation of Contractor's and Subcontractor's Personnel and Equipment; /--- / Diary (Location and type Df work, report of day's operations, discussions wjth contractor. visitors. and unusual conditions). Ft'1<..L ha.l!. fficLd1io_ de.//Vt!.I2",{l :2 cli_,-/vull :'\iti'l\J..5 A.JJ~ 2. TRA-f'ht;.. v ~I1AlhT 'TV OeL.~'f Sf1/J.:s rrf- /t:SDq"". 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WOlf Id AAIN 1J4.A./NY ,jJ II1J' mitt. rfJMrLIL /s oIiJji^!J OIA-T (/(OAc.1 l3f?dl -/6/2.. lUew Cui IA!ICf- .'o.n' ,f'dJ>> ap fi"! ;] .C. 11/89 ~ ;)0/ II c o:,:".~ LLL1 --o:l ~~ -- ''i' <~ ;ii ,,1 ,1 .,> ? j ::t ;1 ;~ ] ;1 ':1 :;;j; 'I ;,.~, \-,:~ l;j 'I~ sl .~, ..f~ :;;~ I 11 J .:\ I l 'j I I 1 ~:l 'i. 'i: ',i' .',1 'J :f (A ) 10 -L!.. I o o 32 x 10 .Jilld IlJ::.