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Home My WebLink AboutReel_0084B --'W~- , - - 1 - ....-..- - ,- --.- -- -'-- -- - !IllIII"_ - afUi ~ o o I ( I -~ "i ,~ III " z < . i= !z , ~~I dg! 000' oow\ w::J:1 -II- 0011. ~~r C2::; 11.< oo::l, ~~I~~-~~~~~~~==-~ ~UZ ~'" ..- iL__-L':LB3~1([f.._C!.tI:IE-.I!...~&AJ~A1.s':J'Ii?JJc.T1o ,J..__ ~i' I:: ~ g1 ==-~~~-5~-;I_----B3.B~--~-O~_~b.,,;4E_.LE.x/~Ti:NG-j'~-~:~"-.. : ~ - f /U~b!Zr~<:.#-A.I&tJ~7'Rtfi=.T7JhL_ ~ x~ i ~ \, ~~_'= ;j~~-;~~~-,~~._~~,1~.LLll!:- , . ~<T-~=~,~~~._.~-~. Ii -----.-r--- .. -.----------.-----.--. =-==t:--==~-=====-----,----------------=-~ I I ___________.1...._______ -.---- --.--7---------.--- -.. -,---..--------...--'.....'-...--.---- ..._.-.............._.. . . I I, ___.______.___.l~: ..._.____________________________.._.______...... ..... .........._____ I _..., ------...-.1:: ......... ~/93 'r: A.(j).~ , .---- ------_______\\.._ ________--Ll1..f).RJi:..L5~;d=-Y-...LJ..v.EJ:~.LL)E--____'_.. .----- .---.---iL..--. (L.:sAG-E_-L./..A.A.~B-...---------.... I 1!:...._.._._.~TJ9._<t>_I_/("."2..2."7f:r:_~ . /-*,t)t:J .&:r I Ii I \ I: r, . c -----.---.-----1:" --.....;----.---------- .~----.- -:;.-- --- ---------.----/;:.--.----..~ ---.------+iO:t::IIO~.2_,. 2--7 .-I.3,~S:-Kr:::J-/.O.e:,-~;:;-........sLcrE-~Y../...$77..Hc::'-...--.-. j,; - .- ..---. +. ,,___ .____._._.L8""07'.~ ...L!A7kf./_AJ.€W._C!.cAJ~~c.)~TiCJ. _'_ ~...." . T ..0 i.. . .....-....-...0.- -1" .. ...--..-..-..----.0-..-.--.-.-.-..--..-.-...-..-...-.--.-------- -....... ...... ...-............ !. . _. ....__. ._".,._ .... _._._ ...__~.._~_..._,,___ ~._"'__..'____'_,_____..._._.. .., n_~.......__..'_._~ _~',.._...~_____. __...... _., "__. __'_...~.__ i.. . J .~ ...,.. II; _-......___...... .--....l:.;..____............____.._..__..._...._..____.._. ......_...____.__...._.... ...........__..... .-==:=::t-:-=-:~--:==--:-----=---=:- ./1:.....-....-. ....---.......,'---.-----.-.......--.........-..-,-... ............ -...--....... ,....-.--..--...--.-.... " , Ii' ! .... \'~\ o , . . I' 0 i " ,/', _~'.:-..."~~~.,:.;"-,._",,...-..',.'. ,-'1', -r,"""',:"'" " 't'" t ",.";,,,'.',.~'--_.,A':I~,n'I,<"'.')''Y'~t\',,_;/! 1li ,f ~ '~~~ "~~:~~ci.~..\;'J:'.t/!.!,\i<t):,;?i'1':'f~N;t -(' "- Z . <t-=. ::J:Zi ~~\\ <::l Wu -10 uo ~W\ w::J:. -II-I 0011. -0, ~~r C2::; 11.< ~~I' I-::J: ZI- ~gl ~~~' Ww ::J:u 1-- !::~J' wOO u- -::J: I- .,' ~ \! T. . ~1RoA'il!J"_UJ;I~ -- - I' - .....-- ?M ~ o o , *"'j ~ .. ., \ ( ,~'.;:.c .~.~.~ Ji:J~-J:~ ,;7,-;t'V-.:::,. (I JEFFEkSON COUNTY DEPARTMENT OF PUBLIC WORKS 'I.. 1820 Jefferson Street P.O. Box 1220 Port Townsend, WA 98368 (206) 385.9160 Gaty A. Rowe, P.E" Director Robert G. Nesbitt, P.E., County Engineer september 14, 1993 Attn: Diane Lenius, P.E. Parametrix, :Inc. 5700 Kitsap Way, suite 202 Bremerton, WA 98312 Re: :Inforlllation for Chimacum Road :Improvement, CR0953, Federal Aid Project Number RS-Q161(002). Dear Diane: Enclosed please find schematic design configurations for inclusion into.the roadway plans for the above referenced project. They are as follows; 1. Locate proposed. cul-de-sac northerly, facing private driveway, opposite Old Hadlock Road intersection. 2. Delete sidewalk curb returns on both sides of Lawn street. Provide sidewalk handicap access end treatment. 3. Delete sidewalk curb return north side of Church Lane, provide sidewalk handicap access end treatment; maintain asphalt approach to fire hydrant. Delete proposed oil/water separator and drywell at Church Lane. Provide catch basin on northerly margin of Church lane, crossing to southerly margin catch basin, then tight line southerly into ditch. :If you have any questions, do not hesitate to contact me. i. ,) .-1" ,/ ,) ~ \ \... I' I 0 0 xc: CR09S3, consult. ene: suppl. info. 100% Rocyclod Paper ,~: ItJ~ - - III IIII!! iii .. IilII IlIlI! II Ii!! _!I I - ... II! ..III II!Ii ..... ~ o o (1 -~ ~ .~ .. ., o c . u DRAINAGE EASEMEN z <' ::J:I- I-ffi a:~ ;:5::l dg 000 ooW w::J: -'I- 0011. -0 ~~ C2::; 11.< !Qa ::J:w I- ::J:, ~ 1-1 I- 01 zl- ww ~~~' o ' 0_, Ww ::J:u 1-- !:b z woo u- i= rE:\ o '-'J z\ ...- / /,- SIDEWA ,,"';.':;:~' .' ;,:,>,':.~51D"~WAtK~<!:i;5,~~,~'&.k4,f; ~ -. NO TO ( -w I . -w- I \ I \ \ \ \ \ I \ \ _J --- ., ,;",' ".gJ P;I.SrA.:H0+S4.0'Q . p-~/? V"\ ~ J V '/j ,,.j~."'\ :~CJ,~" r. "'\ . , " \ .<) \ e' END Of" CONSTRUCTION STA. HO+S1.0S, OLD HADLOCK RD., M.P. 0.01 o o 1 ", I \.: -~ '- III " I - Ir~/ (1' . '1/ ~USINESS ( DRAINAGE EASEME~} /' n ~ / ..6~: DRAIN, l. Un LI ZE:. :;, tE..'J( I :. r fA-I.)~ ,......z:IIJT SIDEWALK 2, ~~\),12.e$ A~;;)") "~\.4?: Pt. ~.".:: <J\ , . Ji....r:-O {pO I ~...~..., Al:AJl.A.JT '~':-C"." rr"'~......^.' . .~..,. 7D 'f[f::t:I~W " '.' " ,WAl:'ER WATER UTILITY STREET POWER TELEPH' TELEPHI .FIRE HY POWER TELEPH( WA TER I FENCE -.... \" o -Q- !I: P;l. STA. P' /? 1 -/ \ . /!' v \' 1 ~~~~\.:a \ ' o<l \ I I I !I: . ,1.11. 10 ' ~,I . . .1 ." ,.;.. ~ --1' . ,.,..II>r-+-,r.... ' ";""'f"I" '.';'.',., II a!;!f',~0;#f:;*~(:;;;5r59'~i't} i;;;~;c:"~;'Vls;~;::;:;\!%::,):i}:;~:~i;;{;:;;:,<;~~:;; ;~'X:, :-~L~:/,'::;;l,!i:j' .;0,";"/' ~ ,; ~," '.;~.; ~ ~.~_. ~. ~,.", ':~, Ia.'l"] J.-i4'-f:' :.~:'~ pfrl., u .,1' I,-~V ",'. ~,.U. ,-, i~'''''' .FA ~,~., '" ,.~, .,,"'~ ',;' "". ~"i' ~ ~.' ."<~.,, ,.,. ,'C', ~ ..,;~. ~ ~ ,,:~ ~;:,' '.", ': ... ,-,. ~ ,~ , " i::i~:~f'i:;;::;NJ~''fA~~~tt:;~~f#i!#;~{r~ft0ff!A'fJ]m:'i)~~ri~l~tfFf~} tfM;~{;~':'f;~JfG;%~~i;,~)::~;ji}:~;~\'~;;:~;fy~;!'~( ".t ,,- ~ ....: .,' \" . ~..... ",' 'I './r- :< ~-\'" ~ " ~-" ~,.~". ..... ,," {_;:..,.,....I"~'" ;'1:"" ~ ,;,I~;,"~,' o , o I .~ ,r~ .. ., Z < " ::J: 1-, ~~(! <::l dg, 0, ~!:l!i W""",! -' 1-1 ~~II C2::; 11.< oo::l :E ~I I- ::J:/ ZI- ;::0 as 1-1 ~~ u~\ 2L1' Ww ::J:u 1-- !!::b z wen u- i= :r.:, o t;~ Z \! c STA. L 1 +00.0. LAWN STREET.. M.P. 0,02 ..). . .....-- --- fT7777///7/l W 'r./ //\~ \ t:: 'it: N6i"iC-~ /' i--f: I 1./ (!..D. &N&, Co,.Jc.eRJUEb 72'//l-r ~ \ y M-O~I.J& p..J~rlc.. /,^""y /1 (" I Y C-v-r A-C/iE?os.s. e.v'"D~ cF- ./. ::) I 1./ ~'t:>ec...>A-L.K... / I ~ \ r: BUSINESS /~ \ ~ /~~ \Y ./1"' I I~ J' r,o 25' WIDE C N lRU N PE 1~ '[. 0 S C110 RMIT :'!l IY ~- \ ~/ ~O'. I rJ' ~ Li:" L -.L L ~ L L L~L.. ~ -- -- r-----...- --- ---p--- I I I I ___1 7/7) DRAINAGE EASEMENT w l3 t .- w ti v z " :J b I It'l ~ Vl. . ...:-,,:,;;,:'''';';:~~;~~~~ ,;,,~~;~:~':;"r5Y:':;~;::::,;1rj~'i~~~iY:~:"~slDW.(e'f~~~~~;-*:f!.~~~~;~r~t:t!~';j;;~,i,l,;\. :-':. o 1~ . r -~ r. T 1-- \~ ... -- -.---, _~,,~ '----'IUM _-... _ -., - -... IN!iIIIJtl1IfiIl o tiI~ o .. .~ I - )~ ~.. M.P. 0.02 '. (. ) ( --- -p--- \ ~ +7~ /1 /1 /1 ./1 ,./l ~ 25' WIDE CONSlRUCTlON PERMIT ) ""12;/;9r' Y DF= w l;j . LaJ "-LaJ ~ ~:z BUSINESS r--::I ..- I b I 1 If) ; ~ U'l . I J I , I I //~ I r: I J I I I I ~_____ I -pC::~-::~y---_J I . j. .' " .' . ,.':, -:::.; 2 - -~ 2- ' 10:::1 ,j.' tl,,-c.~ '?-H/ Ac..fl.J/n/', C!.J, i.: .,'f;,~;: .,..;..,.~.,.~,,;..:...~-~ .. e:::: o a".['l' '". "11, . . \).r, " ~lIil 11llA'f~- -~""f"f'l!! a..--_ 4_""' -- ___.--..:r.IIlI' --- -- ----DlllII! o ,- o '- .~ .. .... ( t <) Z < . ::J:I- I-ffi a:::E <::l Wu d8 OOw ffi::J: ....II- 0011. -0 :E~ C2::; 11.< oo::l _0 i= ~l ZI- ~~. ~~ ~~1'" ::J:u ~ 13l Z Woo ~;i: I- t-:?" ~ \! STA. C17+42.10. CHIMACUM RD. M.P, 0.33 a:: STA. MO+OO. MORRISSEY AVE.. M.P. 0,00 'b~~TE evE"$ ~~~ ft e.~'B C,.A)-r:,. ~a,,\)g AN'l>ICA-P ~~. ~ c' \$'. .......... ~ <::> '. -, FILL F' ~--= o J';a':li;:;;;:~~ o \ .~ I..: .. ., o (. STA. C1B+10.00. CH1MACUM RD., M.P. 0.3-4 ==- STA. 00+00, CHURCH LANE. M.P. 0.00 I, .Y -rtJ. ~ IE~ s,...,.i..L C/, ,c-H "8-),:,,'.J T.' t E.. 1.. E: C,..0~ ~~~ ::0'0 " .. '1"1:." .....D ~. ., Al4blCA-P ~' - '~.~" 1 v!fll-t."- ;., III ti ...9 ,~;. r +- -:: -p =ClJ.:I:- =rItL: '~v Z <. ::J:l- l-iE ~~i wU! ..J01 Uc CJ)UJ lib: -Il- OOLJ.. -0 ~~ C2::; 11.< !!?15 ::J:w I-:t: Zl- ;: 0, zl-' ww. ;:E::::lj B~ 82t w UJI ::J:u 1-- ~61 z' ~~l i=i= o ., Z,J -...,r- I I o . d" ~ ~.l.tH. ~ 'i L1I.illlUlJIIilJIIIIMIr l!)1ll- ---.--- o o .. " c (: Parametrix, Inc. Consultants In Engineering and Environmental Services 5700 Kitsap Way. Suite 202 Bremerton, WA 98312 208.377.0014. 206.383.1835, Fax: 206.479.5961 l~ SEP 2, i99> September 21, 1993 PMX #13-1820-02 '=:Ff-~!1~.':-';'; Jefferson County Department of Public Works P.O. Box 1220 Port Townsend, Washington 98368 Attention: Aubrey Palmer Subject: Asphalt Grinding Dear Aubrey: As a follow up to our meeting Tuesday, I checked on the asphalt grinding which has been used on several projects here in Kitsap County. Following is a summary of my findings: The grinders can complete between 5,000 SY and 8,000 SY of grinding in a day. The grinder covers a 6'x3" width and can go up to 6 inches deep in a single pass. The average price is $1.00 per SY. The price increases with depth and decreases with higher quantity. The minimum charge for a day or partial day is generally $3,000.00. The pulverized asphalt can be wind rowed for use as backfill or placed directly onto a conveyor and into a truck to be hauled away for recycle. The Bcthel Avenue Project in Port Orchard is very similar to the Chimacum project. It was recently widened to three lanes and the Contractor proposed grinding the pavement of the entire roadway, grading the material in place and paving. The end result was cheaper than pre level and paving according to Port Orchard City Engineer, Larry Curies. We propose three alternative applications of the asphalt grinding for your consideration, 1. Include pavement grinding and reuse of pulverized asphalt as backfill as an alternative to saw cut and removal of asphalt, Currently the design on Chimacum includes approximately 3,900 SY of pavement removal. Grinding would be an excellent alternative to saw cut, excavate and haul away for disposal. The pulverized asphalt is very suitable backfill or shoulder material. <!;~.; PrinlrllJ Olll~ftr.yr:!/Jcl rilput .;'-'==:~_:~...:r~~_.. ',;;;;; J :; 1 j ! ! I I 1 1 ~ '1 I;~ '..~: ~ .l i .~ '* ~ .;,' - _...~~-_._---- "-" ;11 " ~ ~ J .'.1 II' 0 o ..b..b..~ L,. ~ '~lJftlJlJl' .I(....b.. ..1____ __ l~! , 'n '".J ~~ - .~1I- ,~~JWj, Z < . ::J:I- l-aJ a::; ~::l ...JU uO ooC ooW w:I: -II- oou. -0 ~~; C2 ::; I II. <, ~~: i=~f Z t-' ;::01 Z t-, wW' :; ::l\ ::l 0, g~l: Ww ::J:u 1-- ~b, "zl tJ ~1 i= ::J:., 0":;'1 Z \J . .. .."""''''''''''lI' { ... hfl_ '" -. 9IKv.I!i V'" lIlmlii3ll -.- T '~_...........-w.- III --~.. ----- -. - ~- o o .. ., ",' c; ~ r . . ~ Jefferson County September 21, 1993 Page 2 2. Grind the existing pavement, grade and pave to eliminate prelevel. The Chimacum project also appears to be a good candidate for pulverizing the entire roadway and eliminating preleve!. Assuming an average existing width of 35 feet from station C 3+00 to C 20+50 the pavement grinding would be 6,810 SY 6,810 SY x $1.30/SY = $8,853.00 At $35/ton this is equivalent to 253 tons of prelevel. We estimate the prelevel for the project to be approximately 250 tons (neatline). The cost of prelevel is therefore approximately equal to the cost of grinding. This is all very simplified but could be pursued in more detail given existing and proposed roadway sections. 3. Grind the existing pavement, lower the grade, such that sidewalks can be matched with the existing ground profile in the commercially developed areas. This would result in a very nice finished product. The cost of grinding is low. The replacement of surfac'ing material would depend on the existing and proposed roadway section. At a minimum, Alternative 1 should be considered. The second and third alternative will require further discussion regarding the existing and proposed roadway section. As we discussed, if leveling is required then alternatives two and three will increase in cost. Please call to discuss at your convenience, Sincerely, g;:::TRD<. ..~ 01... K. Lon~. ) ..1' DKLlsar I' 0 PALM9-21,LTR \/" ------ ~ -~ '-; '~. ~. ~.; o " ,>~, ., . i U smra:./~fiXML -- .' Z , ~...:' ~~\i :5::l -IU uO o gj ~I ~r- 0011. -0 !:E~ C2::; 11.< sea ::J:w I-::J: ZI- ~f2 w ::iE::l ::l U C c_ Ww ::J:u 1-- !:!:13 Z Wl/l u- I=::J: 07.; z, " TI ( t: I: i i...,.:'t, , 'J'.. t ~f"~' I ".,...' 1..,{ti",~,f~~'li~',).:.l.t.~;I;# ,;:t :,: ~';">.'" \~\:~"~:'P,f:,itJ'f,r:<rt'iJ"V ~",'j 1;:',1i.r':"'~:..:J.~~ . II-~ ~. ~1! !till. _ -- v-~ ---:UBIII -&lI!T~~ ~ 9 o .. "' ~, () , \ (\ JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS \ Gary A Rowe, RE., Director Robert G. Nesbitt. RE.. County Engineer 1820 Jefferson Street P.O, Box 1220 Port Townsend. WA 9836B (206) 385.9160 October 8, 1993 Attn: Clark ROWland, L.S. Parametrix, Inc. 5700 Kitsap Way, suite 202 Bremerton, ,WA 98312 Re: Monumentation history, Chimacum Road/Old Hadlock Road Inter; Chimacum Road Improvement, CR0953, Federal Aid Project Number RS-Q161(002). Dear Clark: Enclosed please find survey layout, reference points, and description of the monument located at ChimacumRoad/Old Hadlock Road Intersection. The monument was set by County forces during construction of the Hadlock Intersection improvement in 1987. Notes enclosed are of that era. I examined the, county monumentation book for record of establishment and could find none. The field book notes are the only reference ,to the establishment of this monument. If you have any questions, do not hesitate to contact me. ~erelY'Q AUT'" \-' '- _..!~r ~\, r-' o xc: CR0953, consult. enc: survey notes, 1986-87 Old Hadlock Rd. monumentation ',I' 0 100% Recycled Peper t~--~1J -. 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I~ - '" . . . . . . - - fi L \ -"1J ~ \ I \ .~ ) J j :1 ,} I I i i I 1 1 i \ f i I- i'\. I" 10 \ , '< i [J ~ -F aT - ~"'W"'.....- --.......-- ~. -- ~ .\ ::J: !z \ ~~II ~::l -IU uO OO~I ~i= 0011. ~~I C2::; 11.< ~a~1 I-::J: Z~ ~~ w ::E::l a ;5,1 ~Ll Ww i=~ !!:bj :z wen u- ~::J:, ~~! IlIIl'II ~'-."'. - JIll - j ':;.'~, ""'/,.-;" o. o .. " \ , ( C"f , , ""-~"'''-'''I'''''.''-''''~'''''''' ..........~~,-_...-...........--._~'I'..,._.. '\I" . " i r" L' C.R.P. No. ~ ~, l~UCAt j!fred~o,./ PROJECT [' Jl DATE II :1 ~ 'II ~i r" 1- [.,' r, ! 'r",': .f,.... ~ \) te\Je.( Nore'~ " ( - - -, .",-- \ .~ ~ o i I: \ ) 1 I , " ..., , " " '] ...\ ~i. -_'\: o ,-~ T ~ z <. ::J:I- I-~ a:::E <::l Wu -10 uc ~~: w~, -I I- , ~ l5i w>l ::EI- C2 ::;, II. :51 ~Ol I- W, ::J:I Z 1-' ~~I W~ ::E::l g~, 0-1 Ww ::J:u I-i= ':':~jl woo u- i= i!;'1 o ,( Z <,.! ( o c. . r .' --.-----.....- ---.. r--- -~ ~---- ~---.. "VIIId--- - -~fj!! - ..---------- o o III ., o '\ \ ~ Dato 1<.111 J<;iI,L" . . Pago_ I' t ~ DESCRIPTION ~ r - I ..- Ie , 5 .... \ ~ J. ~' ~~ I r I , , . . - , ' ... I~ T! 1 / 'I II :1 ;II 'f> . I~ ,,! 'to ~1 , . , '" , I~ ,... ~ " - " ~. I( u'l ~" .- , I l' I . Cl'1r. I Ir. a - "8 !r I I"!': ' .. iI.l El ll! po, i' '1\ iii ./ I .;, ..'. "1"~;)~f:0~i;~q~:~:,\,~",..~.".~."~..,, ~ \ .~ ..: I i I I " 1 i I I I ~\' i 0 I I I i I I '. iLI'".,! ::) ~~, ~ J !::......- o ,- o .. o \ , ~ ',' ::J: 1-, I- ai \ a: :0 I ~a\ -'0 Uo 00 wi l:3::J:1 U;::;: I -0' ~~I C2::; < II. ::ll ~O~ I-::J: ZI- ~~ ~a g~ c_ Ww ::J:u 1-- !:!:b Z woo u- t= ~r c .-; Z\ ~ DAILY REPORT c.M~' ~~la.-~ l'.-..Ie~ (<.c.v.w",- Time Time Arrived Ce .Fled ,,,,_ Jo\:;'"No,JDflKrl tlon ~ 'I :r_~alS~ ( '... ~~.,.. ~\J R..F""'" ..,~ 'f fiiiIift. !It: I ir ! . !~ " I); SUMMARY 0' ACTIVITIES: JUJ..- fir" O"c.)fioI ...,..,. ~~M'CVH.- . 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' . . - P.go_~ Projecl~~eu"f'S. C.R.P. No.~ STA DIST ~ (Slopel 4. LT. 4. RT. . ,~ BR - I -- I ! ' : I I i I I : .. ' I !~ : ! ( . 'J - --.. ~'Im"- -- l&UI~I!SI-- -W~7" \. . "'i. '; i \ \ i , 1 j l j 1 .~.~ o Qu',~," :~ ,;':', :...., I u-.._l.lll. '.. o '\ , ~ Date s.~ ~7 Page~ DESCRIPTION - 1': ,.:l .' .. ::. ;T.r;r: ....c. "":II , , I: .' II 11 ~ I -t. }1. i ;11 , of! . f" 'L. fit. r .. . . ~ :,,., d !>>.a 'Ii ~ -r -~ -- I Z < . ::J:!z I-w a:::e ~::l -,u uO ooC ooW w::J: -II- 0011. -0 ~~ C2::; 11.< !!!5 ::J:w I-::J: ZI- ~:= Ww i=!:! !:!::5 Z woo u- i= i3; ~ \, I . - a ~--- - I - -.I"IiR! o o / - ,,;,:.1 ~ '~ "'1t .., .. " , ~I (} JEFFE(JON COUNTY DEPARTMENT OF PUBLIC WORKS 1620 Jefferson Street P.O. Box 1220 Port Townsend, WA 96366 (206) 365.9160 Gal}' A. Rowe, RE., Director Robert G. Nesbitt, RE.. County Engineer October 15, 1993 Attn: Diane Lenius, P.E. Parametrix, Inc. 5700 Kitsap Way, suite 202 Bremerton, WA 98312 Re: Driveway revisions for Chimacum Road Improvement, CR09S3, Federal Aid Project Number RS-Q161(002). Dear Diane: Enclosed please find driveway locations/revisions for insertion or adjustment in the drawings. I have included stations and widths, along with a computer disc for insertion of the information into the 50 scale master drawing. If you have any questions, do not hesitate to contact me. Sincer.,~ ~,..r \_..., , i. ~I'" ,_\ \ o o xc: CR09S3, consult. enc: drive location schematic compo disc 100% Recycled Paper ~- iIIl_ - T ---ulf -. -TII -- I ~1IMIlIi - ""i .- o. ( (l r ~~,. . " . , ~ - LIQ.U>O~ sn-ra:.E (' "TfI,,s w "'-S ... tloe.....~) ~ ,/ ::J: !z'1 I-w cr.:!: <::l wu -'0 uc ~~ ~I- ~tl ~::; 11.< oo::l x~1 I-~ ZI- -0 !zl- w ~;,; c_ Ww i=u 11.15 -z woo u- 15F1, z~ q,' ~"IJ' <:/5. " flllbLoc.t:. ,",0\J$ e! " ~ /I, 1:\' -=. . \~ ~SERT POINT Cl.~Cl. 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"fS" fol'S' FI"hHIOP- -? "~T'ATf' ?,ARIf., "2/.,'/ -~ T. I 12-0 - .... -' r \...,..... - - ) ,I' ,,' .' 't;";,"'t!/'::'J/f ';Ilrti~~~li~~~~~~i:' .~ -~ 'i ;, \: o o it 1",_1" <.~ :;., :". ! . J J.. -~ v - v- - .--"-_.' z, ~~ I-ffi a:::!; <::l Wu -Ic uo OOw ~i= 0011. -0 ~~ C2::; 11.< !Q~ ::J:w I-::J: Z 1-1 -0 !zl- ww~ ::!;:::l ~~1i Ww ::J:u t l3j -z woo u- i= i!;.1 ~ \! . e -- ~ --~ .... .- ------ -- -- -- o , r it '''i I..:i . Sh,tr. ur \Vn:shin.:lun C- UE1'AILTl\lENT 01'" NA'l'UUAI" ILESOUILCES D-E-2...0- '2.1 :p 88S r APPLICATION FOR PERMIT TO TEMPORARILY REMOVE on DESTROY SECTION CORNER, OIl OTHER LANn BOUNDARY MARK OR MONUMENT To the Commissioner of Publie Lands: Pursuant lo the provision of Paragraph n,Sedil," 25, Chapler 271, Laws of 1969. Firsl Extraordinary Session, lhe undersigned, ..,RO,HE,RT, G... NE58.JTT '" '''''''..". Cn.m.. acting in and ror.."..",.I..EEEER5,.oN,., COU N,TY" '" '" .".....",..,"'......"......"" ..,.,,,,,,,,..,,.,,, f11~nUIl. n'lR. C'OrporallOl1, or .uoelAUon>> hCl'eby applies for permil to (temporarily remove) ~I lhe following described survey (_ulk. au, one, monumenl in Seelion,,,,2..,,,., 'l'ownship _29.".. Norlh, Range..! IN, in J,EF.f.e.R,'~)"N.CounlY. EXISTING CONDITIONS AT MONUMENT Mark: Secl. Cor. ( ), Triangulation Sla. ( ), Bench Mark ( ), Olher..&QN>.",~,WEN.r Established By: GLO ( ), Federal ( ). Stale ( ), Olher,..lEf.EERS:lt.LCPUN:r.C"",.."""".." Marked By: Pipe ( ), Rock ( ). Tree ( ). Cone. Mon. (')<J, Brass Cap (x..) , Other.."'.."..,..".. Original and/or Supporting Evidence Found: ,,,4..~..x.4.:,,Q;;NC,."'EQ~T__W.l.1H.....Z.~~.,,D\A,.,. "f2.R.A~5.,..,D~K..\N.n:H,."B.lllCH...MARlS".J.~JY.QII..MENJ...CA~E;~.AT.,_TIiE:.,..1.NIER.- SE.qtQN.QF.."HlMACJ")M...RQ\D.,,Ml.O'...0l..D...HADLOCK..RQ&)~.JN.1E&5B:tTPN POI NT.,;:?E.I..AN.D..&EF.~,.6:t.~E~N..~,T1..5..U.R..~..E::t.,...... .~~..AI.,R~ll;;!IA......~ee..:'.:~:.,~,I,..,QN.,..4.t.J.~(r,;rg..,MQN..UM.E.Nl..~EI.fN....~.E (:"g,EW"'QN....Jt.I.?.lO'1.............................................,...................,_........""'..,......,,...............,................................................,.................. .. ... ......." ~........,... ........... .........., ,.. ...............~...._......... ._on ...... ...... ....... '..,... ...... ... ....... ..,.,.. ........ .... ".............".. ............................. ........._....................., ............".... CoordinAles: Stale (Lambert) ( )...., Zone, Other (:;pecify)..A'$Sl.ME.D Y (N) ........................,..,..................,.".,.....,......"....,X (E) ...................,.............._........._........,..,.,....... Sou ree of Coord i na tes: ..........................__....._....."............ ,........................."...................,,,.....................................................'................. Acouracy of Coordinn les: ........................................................,................"..,.............................'.. ".................."'......................,...,..,....................... I : I ~TCII (Indicate Meridian) Q , I NI\IL O.S'UPCN OOJTH --------~./ \, . f'Ac.e.OF LUMINAII(E OLD HADLOCK "'---__ _~~ ---_ ROAD \ -------... ~ \ N"'LI'UPONS.W.FACE / \.~ \ ,OF POWER. roLE WITH ____--------~I .~\,...~;- L~~~~~~~____ '1(0' GH IMACUM ROAD - - ---- - -- -- --------;-- -- - --- ----- if" " "A ~ NECESSITY FOR TEMPORA Y REM VAL OR D1~STRUCTION OF MONUMENT , i. J .... /' "..,IS.06D..13EQ,..W.,\.LL...6E....&e.6UtLI.....D..U.&I.N~...y."e.F.Ee~.QN....~~n::1....",,,,. "R.OA,Q.....,e.R.QJ...~.JM,eRO'~,~,e.NT-I.:..Cg,re..~.~.... ...".""................".....'....,........... ......,....,.... ,,~' \ \',. \ ......,,,,....,,,,,,,,.. ,.". ,........,....,..'......".'..............",..."............"".,,_........,..",...",.....,...."......,,,,,.................,,,,,..,,,,.."'....,,,,..........."...........".......,.."".......... 'I' 0 o . ., ,.....,.."...."........ .'".-"....-...."....."."". """........,,,,,,,,......,..............,,,. ,......""'.......,,,,,,............ .,',........""...."...",.......,.....................................,,,,,...,II" , . ,.., , ..., ~,' 11:0 ",.'1&;, .rw t.;. I. . I OCT 2 '; 1~'. JEFFERSON (J,hi ,.,' JIJBLIC WOAI'" '';' 1'E"'l_ -- ~t-=! ::J:z I-w a::< ~::l -IU uO ooC l/lW ...::J: -II- OOLL.1 -c ~~ C2 ::; I 11.< !!!ai i=~~' ZI- ~ ?,. :<:3 ::l 8~. w... ::J:u ~{3 Z Wl/l u- F 13' 0" Z\ . . - '-'''f - -w ~- - -- 4__ . ~ o ~ j ",1 ~. -i .. l'ILOrUSU) III E'I'1I0 1< I" Itt:I-'I-:IU::NCINC; "nI'/n. ItEEST.,C!SIIINll 1II0NUIIU:NT MO~UM~\ 'IN \Lt.. ae. Re5Ei F-OL\..O\NltJG.lllS ROAD IMPRO\lEMeNT. (SEAL) Date,,,,L?.,,,,...~d:..,,_.../2Z.~....,.._,,..,.....,........... ~~L;;;,d'S~';:;'~;:;'~"-'" .,.j~_ ~, d".,...>,,4.-"" Address .g~..~/~~..........................._..............._. ~~--/ 1'(/" ?9.;'~~ Lie. No. /".t.4'.~<P....".......".."...........""...... Mail completed (onn to: DEPARTMENT Of' NATURAL RESOURCES PO 80X +10bO 131:1111:>\1:1 eF Stlft.E.l!l Alfr. M1mt UJ.lOSI.J~E'" OFRCE OLYMPIA, WASHINGTON 98504 - "1000 Telephone No. 7gll Iilla7 Q02.-"'30 '(Delaeh al perfonllonl .--........----------..-....------------...."-----..---,-------------_..__.._--~--------_.._-_.._------_._. Permit No._........:a(;2.~_....._..____ State of Wasbington DEPARTMENT OF NATURAL RESOURCES OIJ'IDp"," WaohJ.qion PERMIT TO 'rEMPOItARILY REMOVE OR DESTROY SECTION CORNER, OR OTHER LAND BOUNDARY MARK OR MONUMENT To: "...,gt?~...,..<?..:........t!..~~I!/..,T.:z:::_.__...__.__ ( .ppllcant) f!l?..:. fk?J5......l.'??P.... "........ .........._..._.........,..,...&~_.7ii.~I:!_!r::.f'{J,,,..........,,,..... ,.~-1.:...................,....._t~_~f?B _ (o"eel) Cet.:,) (mlal (ap) D , I Pursuant to the aulhority vested in me by Chapler 271, Laws o( 1969, First Extraordi. nnry Session, IInd In conformity with your :Ippllcation dated".C!!:.?:.J..1..................._.., 19..f2., you :~Il~;~:~~ ~.f.J~~~4~~..f~~~~:~;,~I.~:.~~t.~~,~..~;,~.~~:...~1~~~...~~€.~~~;;,~~~..~~;,~ l,v, M.O~~ ".,~~?:'.. ,.,r.:,,!:,~~... ....&:......;l;#.n:..".1.~1.1{?t-J, I)C. (( d.l.a.~t:.K..et.......I1.I!!?If~...d~~._f2.~ f.";1"~De.t< ~P..~tf;>,.... ' .., '.........",.... ............. ,... ._.__... ..'... ...._ ,.. '............ __........................._.._...__........__,__ This Jll.rmil is Ilrnnled suujecl 10 Ihe provisions o( law nnd the regulations promulgaled by me, as given on the uttachment 10 the oppllcntion rorm. The workperlonned by you under Ihis permllls 10 be reported 10 the Issuing officer on the Report form attached to the appU. cntion rorm and is subject 10 field Inspection at his discretion. The rr.CJuiremelll (or reference to the Washington Coordinale System Is hereby waived, Yes (~ No ( ) ~-".. i. J .I" /' ....\. roc- o Date o( Issue (Cl '-"Z~- '(;5...... , DI1,!.~1l4-B~LE .-COMI.IISS, lONER Of' ~UBLlC LANDS CL ~"/T~ r .bY(<,..,~......(;?f0lL'~,.'-M I AUlhorlu'd IMuln, omu,tl 'I' c ';I - '............... Z <t-= ~tfii a: ~' ~::lr -' Ul UC, c. ~~\ ~.....i 00 11.: -0, ~1::; C2 ::; r II. :51 000' :f wi I- ::J: i Z 1-1' i=o zl- wwl ~~ 13 cc:' g~l ww1 ::J:u ~ 131 "zl woo ~ :fJ I- ..." ,] 0,.1 Z\ o . I / .." 4..: T \ - - - - - - o o '\ .~ ~ .. " ~ .'"'_ f')~~ 7,','~,'~,-''''~~,;' ",,1;,.. ~ ~"1lr.i~.:( ~/'>~;:>"'-" . '-:r JEFFE'ON COUNTY DEPARTMENT OF PUBLIC WORKS r" '." i,_ I I I I 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 MEMORANDUM to the FILE DATE: November 22, 1993; 12:55 p.m. FROM: Aubrey Palmer ~ SUBJECT: Minimum standards for sidewalk widths, Chimacum Road Improvement, county Road Project CR0953, Federal Aid Project Number RS-Q161(002), M.P. 0.06 to M.P. 0.41. This memorandum is to document and verify, that sidewalk widths used in design of above referenced project, meet requirements for Federal Aid Assistance. Sidewalks proposed are 4.5 feet in width, with a 6 inch curb, for a total width of 5 feet, and whether or not a design ~eviation is necessary. I conferred with Mr. Fred Thorpe, at State Local Programs, on this day at 12:55 P.M., concerning conflicts of minimum standards for sidewalks in the following manuals: 1. AASHTO Guidelines; 4 to 8 ft., and if placed adjacent to the curb, should be approximately 2 ft. wider. 2. WSDOT design manual ; with curb only, the minimum sidewalk width ~ be 6 feet. 3. WSDOTStandard Plans; 6 feet minimum width. 4. LAG manual; Urban standards, 4 ft. minimum in width. Mr. Thorpe was informed of sidewalk widths proposed for this project, were submitted with the original prospectus, and will match existing sidewalks constructed for Hadlock Intersection, which are 5 feet, being as proposed, 4.5 feet in width and with a 6 inch curb. ) /. ,- \; I' 0 Mr. Thorpe conferred with a Mr. Dave Miles at headquarters and he related to Mr. Thorpe that the 4.5 foot width with a 6 inch curb would be adequate, if used for Rural construction of a 3R project. Mr. Thorpe was informed that tho project was a 3R projeot, and is 1 o 100% Recycled Paper - --'-- . ~ ~ o ~ -~ 'i - .. ., I ,'l I . " (, ~ o ::i! .' ::J: 1-, I- ~l a:::e ;5::l -IU uO 000 ooW w::J: -II- ~~l ~~I C2::; 11.< ::l ~Ol ::J:w I- ::J:I ~ I-j !zl= Wl!.j ::e~ a~ O~' c_1 Ww ::J:u I-i= !:!:O z WOO u- i=i3 O'l,li z\ designated as rural on the prospectus and also is currently under land use regulation as such. Mr. Thorpe was also informed about concerns of catchbasin encroachment upon an existing waterline on the easterly side of side of the project by having to move catchbasin and grate locations, and That the roadway template widths being widened would cause an increase in construction costs, and Existing right of way limits will not allow for the additional sidewalk widths, making it necessary to move catchpoints, the catchpoints will then exceed right of way limits, and Parking will be further restricted for commercial establishments located adjacent to roadway and possible automobile bumper encroachment over the sidewalk, and Necessity of modification of existing drawings. Mr. Thorpe stated that if we stay within the limits of a rural design standard for a 3R project, it will meet the minimum requirements and a design deviation is not necessary. Mr. Bob Nesbitt, Jefferson county Engineer was informed of the conversation and status of the sidewalk limits. ~-:... i. ,,,,,,' \ , ,"~..... \ . o c xc: CR0953, design . ',.~;,' ..r 2 -- Z < . ::J:I- 1-1:5 a:;:E <::l WU "'0 Uc ~w ~ i= i en LL! -01 W>I ;:E 1-' C2 ::; I II. <, !Q a! i= ~I Z 1-1 ~~I wwl ~~ g !!\, c ~\ Ww ::J:u 1-- !!:5 "Z[ ~ !QJ -::J:, I- 1-, 'J o / Z\ r '. . ";..."..:; /1.", ~~ :{. . ~r-.-- - y-' --- o o .. ., I \ . ,~,:~.:t}",., ~/"-' l 'r~tf).'~ ','-'~" ~ ." \'\,,' MEMORANDUK Gary A Rowe, P. E., Di'ec/o' Robert G, Nesbitt, RE., County Enginee, JEFFEION COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street PO. Box 1220 Port Townsend. WA 98368 (206) 385-9160 DATE: December 10, 1993 TO: Robert G. Nesbitt, P.E., County Engineer FROM: Aubrey Palmer ~~ SUBJECT: Request for Location and Design Approval for Chimacum Road Improvement, County Road Project CR0953, Federal Aid No. RS-Q161(002). Attached for review and approval is the location and design for above referenced project. This project provides for improvement of 0.35 miles of Chimacum Road, M.P. 0.06 to M.P. 0.41. The Roadway project is a 3R. project and includes t.he following: Widening for two way left turn channelization, construction of storm drainage facilities, curbs, gutter and sidewalk, surfacing with A.C. pavement, signing and pavement marking. The project is being prepared by Jefferson County/Architects, Engineers, Surveyors (AES Consultants)/Parametrixs, Inc. (Consultants). Roadway section details, concept and design will be completed in accordance with project Prospectus's dated April 4, 1993, February 26, 1992, and February 27, 1991. In addition, FHWA approval for determination of categorical exclusion (CE) was approved by letter dated April 22, 1991, and determination of non-significance, SEPA checklist, and declaration of lead agency status was issued for this project on July 15, 1991. PUblic hearing requirements have been satisfied by pUblication and the Agency holding a pUblic hearing on December 10, 1991. Right of way acquisition and construction will be accomplish~d by Federal Aid Funds, RAP funds and Jefferson County Road Funds. To document location and design approval, please respond by signing this memorandum and returning it to me. ~/~c:=.K~ ,p~ ~t:G. N~t, P.E. County Engineer xc: CR0953, corres. attach: Prelim. Plans, DNS & CE, Pub. Mtg. corres, A.C. Des. Prospectus 4/4/93, 2/26/92, 2/27/91 100% Recyclod Paper I~ ~,!,tI' ---iii' --. o "'" ..,,~~ ' I I I i I ) .1. / I' 0 \ \ \ -.- ... 1 ..1 -~ "1 i. -\ \' o \.~~ ,~~ i [J' -""l'- ~~ Z , ~~, ~~(: ~::l -IU u8, ~!:!!i, w~' -I I- , en u..: -0' ~~i C2 ::; f II. . C-Nt.. ' ,INGTON STATE DEPi. ,~ENT OF TRACoO/ .ION FEDERAL - AID PROJECT PROSPECTUS 2/25/92 DATE Rev. 3/31/93 . ~. AGENCY Jef~erson County FEDERAl.AID PROJECT NUMBER RS 0161 ( 002) -p~ ~oUie"" 020.209 0 Other FEDERAL PROGRAM TITlE: 0 20.204 19 20.205 PROJECT TITLE' Chimac.lJJIL..fuL.~ment. PROJECT TERMINI FROM Old Hadlock Rd. o 20.206 CR0953 TO. County Shop FROM: MP ~ TO ~ MP Length 01 Project !!..:..lll_. Miles AWARD lYPE ~ Local Cl State Federal Agency: :t2f FHWA DOlhers..__ 0 Local Forces 0 Railroad Chy Number -,..----. County Number ..~. County Name EIS CE EA DOT Distric1.........~....................__..... Congressional Distrlcl........~......................... 0 I roc II 0 III Legislative Districts_Urban Area Number _ Area Clearinghouse !..-. MPO_ P.E. 62,700 rw/ 39,550 CONST 272, '200 10,577 52,123 32,878 69,194 154,195 83.13% 3-91 83.13% 6-93 25.42% 10-93 6,672 203,006 220,255 TOTAL 374,450 DESCRIPTION OF EXISTING FACIUrv (Existing Doslgn and Pr...nt Condhlon) Roadway Width: ...........?.1....................._...Number 0' Lanes: ......?......_.................................. Chimacum Rd. is 2 lanes rural with poor drainage. Access to adjacent business is poor with left turn movement Obstructing through traffic. No pedestrian facilities. ...D.EscR.ipT.ioN.oF.PROposED.wORK..."."..".....ci......N~~.c;:;;.;;;;;;;~.........,......"................K~.....a:R.................................""."."...................""..... The Project will widen and R~:~~~~h: p.ed'e.~'~.rI'a.n... fa~i~~e~f;~ne~:n(iwITr...aTso provide for underground drainage improvements. The problems to be corrected are reducing pedestrian/vohicle conflicts, remove standing wa er from the roadway, overlay the existing AC pavement and provide an exten ic of the two way left turn channelization to reduce left turn conflicts into existing business. Major items of work include drainage'improveme ts curb, gutter, and sidewalk, A.C. pavmont, and pavement markings. ..,~,!?,~prliUY..~I:I\~Wl,.ei.i~b.?,(1,y.....t~a.lm.Qr..~.....,...._......_......._......._._._. ...,..I.!.~...p.r.Qj.e.c..1;.._.C.Q.QJ;..q .T.1.iil. OJ _~s!JjMMsl.r'..s'--1'''''''O''_.1l.QlLl2.2'O. Phon!..L2.ll.6 I 3 B 5 -9160 ,..9!),y...,.............."..P.9..r_t;.._~9.),!.n.I?Ju\sl.."....._....,._..,..............................._.._......_..._....~.~.~.~!.~g.\!1.!t_ ...?!P...~.!'_._2.!l..;!gJI_._._..., LOCATION A,NDcOAIi:ASIGN AI PPoROI V)AL BV: q ~~~ ,4,,,~j".....u.."--_._._-.._................ (Optional or g~nc a. n y ~oiiI'r.:;, "'fil\PProvlng "u "or ny, ..........._..............,._...__................,....................,......... ...~.~~:~.:...:~:.?_':"n.t~=.~..~~.~::::=::.~: ..*'~~-!:::.:::.......1 DOT Form 140.00OA Aavl.ed7/07 Paan , of:l 1 ) .I' " \-'" lIIIIlI \. .~ 9 '. ~. \~~ I- 0 o ~~ ,? ~ ("'j i ~ !._.~I ....1lIIIi - o :'i."~(."'!J.t,.~~ o .. ( ({ .//)) z , <t-= i=ffi a: :E I <::If Wu do, ooC ooW w::J: -II- 0011. -0 ~~i C2 ::; f 11.< 00 ::li _0, ::J:wl I- ::J:: zt-i ;: 01 zl- ww1 ~~ uu::, 8 ;::; w~l' ::J:u ~~:l' Woo u- -:I:,. I- I-'j 0' z\ ( .( WASHINGTON STATE DEPARTMEIIo'TOF 1RANSP~TATION FEDERAL . AID PROJECT PROSPECTUS REVISED DATE :>-:><;-1l2 0161 (002) Route [J Other AGENCy' Jefferson County FEDERAL.AlD PROJECT NUMBER RS P,eh. FEDERAL PROGRAM TITLE: 0 20.204 CI 20.205 PROJECT TI11.E' Chimacum Rd. Improvement. PROJECT TERMINI FROM 01 n ";on 1 n..,1c Rd. Cl 20.206 CR0953 o 20.209 TO County Shop FROM:MP~TO~MP AWAfID lYPE Cl State D Railroad Length 01 Project ~Mllaa IJ Local Cl Local Forcea Federal Agency: CI FHWA [JOlhe,a CiIy Number County Number 16 EIS CE EA DOT Dislricl._-1.____ Congr.aalona' Dlalrlcl._..2. [J I lCl! II n III Legislative Dislrlc:ta_Urblln Area Number _ Area Clearlnghoul8 .2.- MPO--,:- 39.550 272,200 355,450 6,672 203,006 217,050 TOTAL 32,878 69,194 138,400 83.13\\ 25.42\ 4-92 8-92 ...-----..--.--..----------....-...................-.-...........--.....---.-- DESCRIPTION OF EXISTING FACILITY (Exisllng o.algn and Pr..ent Cond~lon) RO~dway Wldlh: -1..~___._Number 01 Lanaa: _~_,_.._~..__....., Chimacum Rd. is 2 lanes rural with poor drainage. Access to adjacent business is poor with left turn movement obstructing through traffic. No pedestrian facilities. 01 I ! j -oEsc.RiPiiONCFPROPOSEo.wORi<..--.....c't'.-;;o;;;;;;;;;-....-..--.........-u-...s:R...........-.--....-.-..-..--- Roadway WIclth: __~"Q................_. Numbor 01 Lan..: ~jiL_..___.... The Project will widen and provide pedestrian . facilities and will also provide for underground drainage improvements. The problems to be corrected are reducing pedestrian/vehicle conflicts, remove standing wa er from tho roadway, overlay the existing AC pavement and provide an exten ion 0 the two way left turn channelizationto reduce left turn conflicts into existing businosD. Major items of work inclUde drainage improvements, curb, gutter, and sidewalk, A.C. Pavement, and pavement markings. , !!1tllf~lO'I=.Y..~.Ol.~.f.<<L<<P.Il.....AUlu:,cY....P41mllr....__. "..!..P.r,oject Coordi or llIM.Ml!a." P " n . Dox hone r. _ Q!!r_---.f9..!'-"t 'J'oJml!.f.nd. __.__,._.~.!~.!!!S,on Coda 98368 LOCA(OpTIoIONIA,NDCD/!:.ION APPROVAL IV: ~.:7~.;"'~ - -:! :'~J I na or II "Vancl.. Only) ,...:jfp~'l~tui'iii~I1I;"-r--- nTLE: -Count.y....Enq.Lna8J:_._ DATE: Z, I'P mz DOT Form 140,00ll1l Revilad7187 Pao. 1 013 i"',"'.....;~"'i' ",,""" ~. ".'.." ,i 'i":~:;"""""'i"" '" "":,,"f,..:"':,'...,":'::.":I.,,:,.,"n'l',.~'1":'."..." ,)" _-... ~ , \,""" '\ " ) .."" ~, \~.. I' 0 ,- o ; 'l. ~";.,7:,~;'J~1,:I'~~~:.:;V,~,,'-~;,::.'~",':i,.;.i,'l,:-,\'\,':::~':,",:,,\.:.'. I" ' ':; \,:;', . ,,'. . '. ~._' ". ~ \ ,.:"', ,.) "". ,""':. :: -, .: ". ~~M~~i~j;;~:;W{~';i ;-'i'~~~~W~~ ') .;~l ~ CJ ,- z <~ i= as i a: :E I ;5 ::l \ ...JU uO (f)~i ~ i= i en 11.1 -0' ~~I (2::i u. < I !!!5 ::tw I- ::J: I ~~I I,UWl ~~ 8~1. Ww ::tu 1-- !!:b z WCI) u- j:: i!;, o ,I Z '\ . '" o ~ J "I -, ~ o .. . , ~. r c ,( C\I( FEDERAL FUNCTIONAL CLASSIFICATION Princlpel Arterial Minor Arterial Collec:lor Major Collector Minor Collodor Acce.. IStr..lIRoed ROLl . MOUNTAIN ~ Cl Principal Art.rilll Cl Minor An.rlal Cl Collector -I Cl Major Colledor C1 Mir.or Collactor CI Accaas Str.ellRoed MOUNTAIN Terrain Posted S ed De!~ed Exlsti ADT Des n Year ADT Desl n Year Des' n Volume DHV , Eo-' A"J'f~"'\'s~'" ", Jit1\\@'A ',,@ YEAR Tolel Number 01 AccIdents Number of Inurles Number of Accldentl Number 01 Falelllies Conltrudlon Will Be Performed By: ENVIRONMENTAL CONSIDERATIONS This project is a Class II and is categorically exempt. ,......,......................................--'......................--.............-.--................".....................-...,......."............................................-......-.....-..-................''''......, R~HTOFWAVANDRELOCAT~ Minor amounts of Right of Way will be required to accommodate d~ainage, curb radi, , slopes. '. ) ,.1-. " _~o"~~:~~=~~:=::::~,.,___"'_"__"_"_____""."_""_______.J -\ \ > I' 0 o OOT Form 1 ~O.OOll A Reviled 7107 Pag. 2 01 :I - ,~ Z, ~~: I- L1J ' a:::E 11i::l -IU UO ooC ooW w::J: -II- 0011. -0 ~~ C2::i 11.< ~5 ::J:W1 ..... ::J:I ZI- ~~I w~ ::E:) ::l g;5) c-1 Ww i=!d ~~I\ WOO u- -::J: b ?' Z\' - ----.. - ----- --~ --...-- - .- "" -r- - u- o o I :'k -~ '1 .. " ~ , I ", eye () ( I A:ENC~ :T -F-F 'r'70n ,..,... REVISED 1~~~-92 I ~:~:~~~~~d. Improvement. CR0953 DESCRIPTION OF Ul1I..IlV RELOCATION OR ADJUSlMENTS AND EXISTING MAJOR SlRUCTURES INVOLVED IN THE PROJECT: FAA INVOLVEMENT Is any airport located within 2 miles of the proposed project? Cl Yes ~No REMARKS: THIS PROJECT HAS BEEN REVIEWED BY THE LEGISLATIVE BODY OF THE ADMINISTRATION AGENCY OR AGENCIES, OR ITS' DESIGNEE. AND IS NOT INCONSISTENT WITH THE AGENCY'S COMPREHENSIVE PLAN FOR COMMUNIlV DEVELOPMENT. ' ,\_'. DATE: March 2. 1992 AGENCY: Jefferson County .~~= -i.. J ;,1-, / .0 ~\. Y" o ~~ z , <~ i= ffi i c:: :E' ;5 af dOl ooC: ~~\ -' 1-: cnu..! -0; ~~! C2 ::i I 11.< !!la, ::J:wl I- ::J:' zt-i i= OJ zl- ~~] a~ 8~1;' Ww ::J:u 1-- ~~l WOO' S:1 5:1 I- ..,,1 ~ \J o . J .I ~ ,.. 1 -.- - _.~ - o o .. .... ~ (<< (i( WASHINGTON STATE DEPARTMENT OF lRANSPORTATION FEDERAL - AID PROJECT PROSPECTUS DATE 2-22-91 AGENCy-----ol'.~fi.l::r..$.Q.n._C.!1. . FEDERAL.AID PROJECT NUMBER RS Prellx a 20.209 Q161 L-) ROule o Other FEDERAL PROGRAM TITLE: 0 20.204 lKl 20.205 0 20.206 PROJECT TITLE' Chima cum Rd. Improvement, CR0953 PROJECT TERMINI FROM Old Hadlock Rd. FROM: MP .-Q.:..9.Ji._ TO 0.38_ MP TO Church Lane Length 01 Project ~ Miles AWARD lYPE 129 Local 0 Slate o Local Forces 0 Railroad Federal Agency: IXI FHWA o Others C~y Number_____.__ County NumbeL..~__ EIS CE EA DOT Districl...................~............._.. Congressional Districl...............~.._.............. 0 I D.!lll 0 III Legislative Districts_Urban Area Number _ Area Clearinghouse ~ MPO_ TOTAL 287,200 230,700 56,500 ..................................................................................................................................................................................................................-......................-............................. DESCRIPTION OF EXISTING FACILITY (Existing Design and Present Condnion) Roadway Width: ..............,Zlt......................Number 01 Lanes: ..............?.................................. Chimacum Rd. is 2 lanes rural with poor drainage. Access poor with lef.t turn movement obstructing through traffic. to adjacent business is No pedestrian facilities. ...DEscRipTiO.N.oF.PROposED.wORK................O.....N;;&;;;;;;;;k;'~...................................iii.......iR....................................................................... 11 id d iRdoadwaYWldthi: .........r~.9...I:r.":r...... Numbelr.p1 Lanes: .. ~'t1 . The Project wi ... en an prov e pedestr an ac.... ..es and wi 1 also 'jl'.ll'IY": .t;....'(l'r'.... underground drainage improvelntlnts, The problems to be corrected are reducing pedestrian/vehicle conl'l'1ctA, relDOVtl stand:lll!~ ,",atilr .frOM the roadway, ove't'lllY the t!y.:Iat:l,np, AC 1B,'emnnt ane] prc,'lde an l1xtells1ora or t.ile t"" way ler!: tUTU ch.mnelizatioll t reclucc lpft turn confl~.ctfl into e,:iatinr. buninflss, Major :Iter.ltl cf work :Include clro1nll, e imy,rov,,"wntf., curb, gutter, Dnd si,de~'all-., A.C. Pavement, aud pavement marldngG. ..C..'..I'.._.-'..~,._-,....._p._---_.c::.._w1'ii1-."._'_.,---_..._- .., .pp.~ "ooe.n.~y..9.~,n.\~!<l.....!!r.~pn.....A\!.p..r.~,y....."I:Lm.~.r....,..............,.......,.................,..... -dTifle..."i'O.1'/J.e~nl:ln.a"'or ...M!!Jti,Qg ,M~.(!!.~~_.r....Q..~1L.l.~_(L "" .................--.-....... ...p;:;o;:;o"-..r2.ri~..'.3B:s::'91"6'O........... ....9.!!y..".r..!?r..J:....:r.P~!l..!!.\L11.(!...._,..._..__._..................._.._........_.._......................_................."...Y.!I~,~.~.!a.Q'.~.'!::.?ip,.9i.~.!....21t-1~L_......___~ LOCATION AND DESIGN APPROVAL BY' ~ c:::lL-...I;"~. d ~ (Oplional for CA Agenclee Only) . ~~1;1\p~l1io;riyr.-........__..._._.....__.....- \. T"LE, -,.,~.~'Ul's.t.~'~,t_~_.~.~_..~....~__..~ OAT', .fZ~~Lt2/ 1 ;;;;;;;;;;;:;;;;.:;-;;:;:.;;;,-;;;-; ;:-,---------_.. -..---..- -----------=-......,.... .,. '. ~. ,~ I .~, !II" II tt,,; , ,,,..',,., 'f II "',Co',''- , t: '~:' ,,:'~'~: ~\;r,:':':;ht::;}~j Lji<l~ ;;.:i:'/':. (,~ '>-:,:::';::\,"~' ,. I.,' '- -- \. -~ ~ r ) .!-. I I' -, , \ , o o \/" I IJ '. ' , <. '~"." it . ,I "."''''..'', .' ,,"... ' LJ: ~~"--.-~~.....------ -:v- ""'............. z <. i= !z, w, a:::l: . 11i::l1 -' u\ u8! 00 , en W : w::J:' -' I- I (/l 11.1 ~Ol ::l:~' C2 -I u.;;! !!28 :::J:w! I- ::J:: ~ 1-1 !z g! w w~ :::; ::l1 ::l c, g !!\, Ol-'l w~l ::J:u ::;: i=, -~I ~!!2J i= ::J:, O~'J z ,. \, o . ',J ... ..... --- W' - o o .. " , ~. () r AGENCY !. ~eff,;,rson CO. F:}.'~??f:AJ:::::W r....^".............. OESCRIP N ['....._'_........._-_...;;~~;AL ---I i ~~~:~~:,;:rial , l::l Collector !, FUNCTIONAL CLASSIFICATION 1--;;- Major Colledor i:c Minor Colledor i ~ Cl Access StreetJRoad ....__!~!!ai~___.________ I ~ F~T 0 ROLL Cl MOUNTAIN ~!.ed 5 eed mp ~_I2!~!9n S~ed -;_~~ph I Existin ADT , 5290 ~a'2.Y!!" ADT 13.7 0 L-J>~19n YeDr 2001 si n Houri Volume DHV ! 1370 AD :ii: w Principal Arlerial ~ Cl Minor Arlerial ::l r.::l Collactor -;r- Cl Major Colledor i:c r.::l Minor Collector Ii! ~ Access StreetJRoad r.::l FLAT r.::l ROLL MOUNTAIN YEAR Total Number of Accidents roperty Damage Accidents Number 01 Accidents lnurias Accidents Fatal"les Accidents .........T'!i.!l''7.................... .............0................... ......................:..............,................................................-................. .....-...............-...... -.......-........... 012 .........T989................... ............T.................. ..........-.................... ................................... ................................. ..-....-.........-....- .........'f....__........ 1990 1 .;;~:~:~~;~{::::;:;;;C;~~~:i;:::t~:~:~:;x:::~;~::::~~\~~'~~KWi?7#[~l1:.t.FIt0~G Preliminary Engineering Will Be Performed By: Consultant & Agency Olh:~S % Age;~y % Contrllct Agency 95 % 5 % Construction Will Be Performed By: Contrac tor & Agency __E_~=~~~~D~~,~_:~~:_~'~=::~~:::~_._._~:~_____.__.________.I --....-...---....-...-.---..---....-..................--..-.--......--...-.-.............-..-.-...J--.....-. RIGHT OF WAY AND RELOCATION No right-of-way acquisition is anticipated. However, after some preliminary surveying to be completed later may reveRl minor amounts of right-of-way to be acquired. No relocation is required. ..--.-.-.-...----...---------.-......--.........-.-------.------...- [- -.---'---~~-~-._-.-----".-._---------J -~~::~~~=:=:~~~~::::~:.__._-----------_._------_.._----- DOT Form 140.009 A Revised 7/87 Page 2 01 3 - - 1 .~ f '- j -", , '\0,; I' 0 o .. ,"': 1,1', ~o ~ - Z , ~~i ~ :Ell ~::l -IU uO ooC OO~I ~ 1-1 0011. ~~I C2::i 11.< ~a ::J:w I-::J: ZI- ~~ ~~ C c_ Ww ::J:u 1-- !:!:b Z woo u- i i= \::J:,', ' 0 '. z, '. e"/ .1'- _1IIIIIl lJ - - - o o .~ 'i ifili " r '. f t O' iAGENCY , Jefferson Co. PROJECT TITLE Chimacum Rd. Im1;>rovement, CR0953 . DATE . I 2-22-91 I"~E;~~';~~~'~F'U;;~;:;Y'RE~OO~T;;N-oo'~~~n.;~;;-';'D E;~~'~~'S:mUCTuRES';~~~~~~'~ n.E ! PROJECT: i ! i i i L FAA INVOlVEMENT III any airport !ocated within 2 miles of the proposed proJaet? Cl Yes ltJNo i REMARKS: THIS PROJECT HAS BEEN REVIEWED BY THE LEGISLATIVE BODY OF THE ADMINISTRATION AGENCY OR AGENCIES, OR rrs' DESIGNEE, AND IS NOT INCONSISTENT WITH THE AGENCY'S COMPREHENSIVE PLAN FOR COMMUNITY DEVELOPMENT. AGENCY: Jefferson County \.-.. DATE:J4{~1 ~"~' BY: .,,~"M'. ;~ / (Di1I'M/Chalrman) ... '. 0 ,:\ o DOT Form 140.009 A Revlled7187 Page 3 013 .. ", (. "'~/' l~l '" ,., 1-' 'I l"; ..- '1' ., 1"1'__ J--{J1 I ,., ".,1. ,,,[," 1--/-- ',. . -I '~'J t:",., '. ';. ",' ".' ,,-~...- ~, ~ .' ,'., L'{ .- ':, ,,' 1 ','. '."";,.' ,< h".~! "',." '(,,',' ',.", :, ' .' ,;. .1, ,'.,L" -'..: =-J:' ~,~ r -.;, l".~' ~I<l"\'-)~l~ '}'(:1'. ~ '~!l- ~l" ~ '1 ~'"I:: ~/-'I "'-~ ,< ,,;-' PJ ':~: ':~) ~ l~'~"l-?;:;~..t' ~ :'.;" " I (\;-,....:.;::;f1..;\.; .2'>, ~~S~'~ ~~'::'l ~~~-;.~ ~ > \:: ~~":;:J~"; "- !,-\: :~;,~ ~ ~ _",1 I) .::2'~~ : -\: -;. ~ :~~:~~ ~":;:,,T, ":',~ 1\ J :t ~~'~'~.. ~. ,'. ~'" ~ r ~ ,'J\' . ,1_",....., ~.' ~.".", ':' ,. ,_f." - I - .,0,;;;;;:" _ ' ..~, ,-r-!,o ..,' . ., ,.:"" " to, "'.:'..,)',' ''',,~''; , !.' ",,', ,v ';,' ""r~' "", ,"'. ": ,':-' ,,.. ,1.:".'" '" ", '- ":", ';.-' '-'."~ ,.::,~: '.:'; ~,::' ~.i:':;,,;~:<:lr3~,::~:i.;,-\:;:r::, ':~(\-:.5~,:,~ (:' ~'J:'i;'" ,\ ?.< -~,:~,'';'~ "1, ,~'.~' ::~ ,:.::;';C, ,'~ ~(' ,:;~:: ~<:~:~~ ",.;-~" ;:':,: :,<' <:,-,"'__~:~;:',~:,,::,..~,~ ',' ","'.; ~~, .~'.:;. .,:' ':" :'.""'::;':, ':; ;:. 'I. ",' o o , j .~ --.. ~ .';r,l,':it';;.!~~,!;~':J .. " o '\ \ z < . ::J:I- I-ffi cr:::E <::l Wu -'0 uc ~Wi W::J:I -' I- i en LL i -0' ~~! C2 ::i I u..<! 00 ::l! J: ~i I- ::J: i Z 1-: i= ~! Z , W UJI ~ E~ g ~i; C_, Ww ::J:U ~~.\ woo U- ~ i=" o 'j Z \, ~i \ () '""" <FORM_IOI.WK1> JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS PROJECT BUDGET WORKSHEET UPDATED: Feb. 22, 1991 o OBJ, PROJ, WORK BREAKDOWN ." PRIOR YEAR YEAR REMAINING /I DESCRIPTION COST (A) (B) (C) YEARS 1990 1991 YEARS .10 Salaries $26.640 $11,120 $0 $15,520 $11,120 $15,520 .12 Overtime $0 .20 Benellls $9,060 $3,780 $5,280 $3,780 $5,280 .31 Supplies $0 .41 Professional Services $25,000 $20,000 $5,000 $25,000 $5,000 .43 Travel $0 .44 Advertising $500 $100 $400 $100 $400 ,45 Equipment Rental $0 .48 Repairs & Maintenance $0 .49 Miscellaneous $0 .51 Intergov. Prof. Services $6,000 $1.000 $5,000 $6,000 .61 Land/Right 01 Way $0 .62 Buildings & Structures $0 .63 Other Improvements $0 ,64 MaChinery & Equipment $0 ,65 Construction ProJects $220,000 $220,000 $220,000 ,91 Interlund Prof. Services $0 .95 Interlund Equipment Rental $0 TOTAL: $287,200 $36,000 $0 $251,200 $0 $0 $40,000 $252,200 COST PROJECT FUNDING PRIOR YEAR YEAR REMAINING WORK BREAK DOWN FROM ABOVE SUMMARY SOURCE AMOUNT YEARS 1990 1991 YEARS LOCAL." ROAD FUNDS $48,540 $8,073 $40,467 (A) P,S.&E. $3 0 STATE... R.A.P. $184,160 ~ $184,160 (B) Right 01 Way FEDERAL... F.A.S. $56,500 $29,927 $28,573 (C) Construction 251,200 TOTAL PROJECT COST $287,200 I $287,200 $0 $0 $36,000 $251 200 f-- ACCOUNTING: PREPARED BY: B, Llurle DATE: 1/23/91 CHECKED BY: DATE: APPROVED BY: - DATE: PROJECT NAME: CHIMACUM RD. PROJECT NO.: CR09S3 () ~ . o -v - Z , <..= i= ffi Ii a::; <::l wu dc ooc1 ooW w::J: -' 1-, 00 11.1 -0 W~I ~::il 11.< !:!la! i=~~1 ZI- ~~ W :;::l ::l g~1 ~~11 ::J:u I-~ !:!:~i woo u- -::J: ~~, . . -11 ..... r-- - "I" .. ... .. f ..... z" .... .... ~; . ..... <:>.. 0", ...u 30' zo' " VAlIIES C~~!o:=~rO~.w cou.a -~--J o o .. " '\ , i VARIES VARIES ~s' '-~ ~WtJ. A " /.Dr TV" 'LO". VA"'I! '''''---A.C. ~., A.C. CLAS. . TWO 121 LIFTS " ....~ -~ 'i o !:; c Z & ..... z. c. .... ~; . .... 8!i ...u ZO'- 30' VARin " " IZ' () ~ I,u,LAST - 0, so' COWllCTEO Dt:PTIt IIIOY ... ICIL. ROADWAY SECTION / '" .' "'~~7~:',\::."" () ....... Q ~ i " ~ - n ("l 0 c .:b '1 r- "., C/) 'P ~ ~ ...' ~ 0 .l) ):;. 'iIJ "l -. ~vr---- --...-- ---- ---- o ;~ ( r;", '-.: r I --' "-" '. CHIMACUM ROAD IMPROVEMENT CRO 953 PROJECT SCOPE z <. :r: t- I I- ffi i a: ::;q ~a\ do en 0) 00 WI ~ i=1 !!1~1 W I ~~t 11.< 00 ::ll _0 i= ~I ZI- ;:0 zl- ~~ g~ 0__ Ww ::J:u ::;;~ Z woo u- -::J: ~~! LIXI'rSI M.P. 0.08 to M.P. 0.35, on the ChimacUJll Rd., Rd. No. 932507, from the,Old Hadlock Road, Rd. No. 527109, Intersection (North) to Church Lane, Rd. No. 528209, Intersaction. DESCRJ:PTJ:ON 01' PROPOSED J:MPROVEKEHT: This 3R project will widen and provide pedestrian facilities for this portion of the Chimacum Rd. Also to be improved is the poor drainage of this section of road and the conflicts of left turns on and off the roadway from the adjacent businesses. The improvements will b~ accomplished by utilizing the same typical section as that of the Hadlock Intersection Improvement, CR0582, and by extending the drainage system constructed under CR0582. D!:SJ:GH CONSIDERATIONS: The typical section that is to be used matches that of CR0582, (Roadway Section B of the "As Built Plans") being 40 feet curb face to curb face, with 5 foot sidewalk width from top of curb to back edge of the sidewalk. This section will accommodate two through traffic lanes and two-way left turn lane, with openings in the lane markings for county Road approaches at Old Hadlock Rd., Lawn st., Rd. No. 528809, and Blanche Ave, Rd. No. 531609. The Structural Section to be utilized shall be the same as shown on Roadway Section B of the As Built Plans, except for the overlay depth of the portion of the existing pavement shall be determined by utilizing Road Rater data. Curb, Gutter, and Sidewalk will stop at the northerly side of Morrissey Ave., Rd. No. 528609, on the right and at the northerly side of Church Ln., Rd. No. 528209, on the left, with the two way left turn lane tapering out between Blanche and Morrissey. Intersection improvements to the listed County roads shall be minimal because this project does not include in its' scope the ultimate location of these roads, and/or the traffic volume of 'these roads is relatively low (see attached). The drainage system tOP.constructed shall be connected to the existing system completed under CR0582 and shall meet the specifications for Storm Sewers. providing for drainage of the adjacent parking lots is also to be included,in the design. RIGHT 01' WAY CONSJ:DERATIONSI No right of way acquisition is anticipated for this project. J'UNDINGI This project is funded by Local County Road Funds and Rural Arterial Program Funds. See attached budget worksheet and R.A.P. prospectus for additional information. Submitted: ~ --/. /-4-9/ Bruce L~ Projects Manager , .. ,0 Approved: ) ~" " ~*-~/~ Robert G. NeSbitt, P.E. County Engineer A. a.2", ~owe, P.E. Director of Public Works 1.0 . Attach. ,,,"-,,' ,/<'':9.\ . '~.:~~2:!;~~~:,~i.";,,,,:,~;::,. <. -"'i c " ,,; \ \' o :J::'~ ,', 10 "II"" . 11I1 __- ---~II - - o ''II' -~ "" .. " , -' o " " , ~ .; ::J:I-!z i a::E I' ~a -10 Uc OOw' 00 ::J: I ~ :;:1 -0 ~~ C2::i < u.. ::ll !!lo i= ~j ZI- ;:0 I~~: ww ::J:u 1-- !:!:b Z woo u- i= ~. 0'<', Z\ 4 "". ~. ~ .. z .. w" z" co ..- ~; - WOO .... 0" wu i ~ .. " .. w- z" c_ ..- t; . .... 8" ...3 YA",IE. 30' .' YAIIIE. YAIIIE' Y"""I!S 20' 30' 0' .' .,' s ,t' TWO- "''' "', 'T1JII .-, !LO". 'LOP. ".11II11' ......- """- -- A.c. CI.MIa. ...c. CLAse . TWO 121 LI,.n ~~=,,:~" A~ c~,.!o:m-.w cau.M eALL-AIIT - O. SO' C~TlO DC""' All' I ....-' 1M' N se..... ROADWAY .SECTION c -. g ~ ~\ X "0 :Do - ~ r,I Q e. h :t r- ;Ill tJJ ? ~ n .... el 0 \Il. k. ~ . \,J ......~ .~ z :2 ~l t- w l a: ::iE I ;:5::l( -' U\ u81 gJ ~. ~ 1-1 0011. -01 ~~I C2::i < u. ::ll !eO ::J:w ~ i=1 ~~I ~~ c_ Ww ::J:u 1-- !:!:b z wen u- i= 8' o " z \. . f "" ,!,V: .\. ~ -- -'---r- - --'1lI- -- _~L.... ___- - - -1IliI ~ -IIBIIIQiJillll'i!!i!!lr DSIIl ~ o 'I 1 .~ ., o .. . , ~ .~.. . ( ( ( () ( ( WASHINGTON STATE DEPARTMENT OF TRANSPORTATION FEDERAL - AID PROJECT PROSPECTUS DATE 2-22-91 AGENCY--01.~ff.et.a.QJl. 1=0. FEDERAl.AID PROJECT NUMBER RS Prellx 020.209 . Q161 L-) Route D Other FEDERAL PROGRAM mLE: 0 20.204 IKl 20.205 Cl 20.206 PROJECT TmE' Chimacum Rd. Improvement. CR0953 PROJECT TERMINI FROM Old Hadlock Rd. FROM: MP -!!.:.P..L TO ~ MP TO Church Lane lenglh of Project ~Miles AWAROlYPE I2\) Local 0 State o local Forces 0 Railroad Federal Agsncy: IXI FHWA DOthers C~y Numbe, County Number 16 EIS CE EA DOT Districl...................~....._..._.. Congressional Districl...............~.._....__ D I rn II 0 III legislative Districts_Urban Area Number _ Area Clearinghouse 2- MPO_ TOTAl 287,200 230,700 56,500 ..................................-.......................-..--.--..-.............-................-......................... DESCRIPTION OF EXISTING FACllIlY (Exlsling Design and Present Cond~lon) Roadway Widlh: ........._..2!.1.._.................Number of lanes: ...........JL._............................ Chimacum Rd. is 2 lanes rural with poor drainage. Access poor with left turn movement obstructing through traffic. to adjacent business is No pedestrian facilities. ...DEsc.RipTibN.OF.PRoposED.wORK................Ci.....N;:Q;;;;;;-;;;;;;~..................................ij.......;:R....................................................................... 11 id d iRod adway Widlhi: .........r~.9...I:"".'...... Numbeilrol L,nes: .......ll..~.... 'r The Project wi w en an prov e pedestr an ac... .....es and w 1 also ,.. .v...uf!" 'Cl.r.... underground droirlsgc illlprovetll~nts, The problems tll be corrected are reducing ped~st.rian/vehicle conf1ictA, r~DOV~ standing watar fron the roadway, overla, the t!y.1stf,ng AC pl,'emnnt ond p~'c,'lt1e an I\xlensfor, 01 the l'\/CI way lef!: tUTn chllnnelizat10Tl l rec\ucc ll'.ft turn conf1~.ctfl into el:illting bullinnss. Major iter:lll of work include dra1nll. e imT,ruvem~ntF., curb, gutter, and s1,de"'al~, A.C. Pavl!IlIent, alld pavl!l1ll!nt msrkings. t. ) ",.- , \. \..", \ rt-"-..._.~_..._..-=:""Vi'..liii.....-'-._- .., ~p,8I.Nl8~.~Y." ,QO"'!~.l..e.l!r.P.QO.....!.tM.p..r..!;'.Y....F.:!!...m.Il.r......................._......_..........._.............._ : : : ~il1i"l'yO'.'I'l!'e~ril1'l1'R'l.'O .M~.IJ.i.nll ,Mq.c".~' P.O. Box ~ ~ 2 Q _.........PhO.nii....1.2'ln;I"3B'5:."911iO'........ ...9.!!y.....r..!?T.Lt!?w.!!.!i.~.!l..1..__._...........__..._._........._......_............_.._...w.~~~.[l.ll,.(!.'L =~.Ip..~e 98368 lOCATION AND DESIGN APPROVAL BY' ~ ~~. A ~ (Oplionalfor CA Agenclea Only) . ~-~f~l1io;'ffyr-"'--- TITLE: _..Jjg.1!.!).~.y....1i:!:!ll!.l).~.~.r........,.........._.._,.. DATE: ,r.Z..I:.A.L.12/ .---.--.'.--.------.--..-..-.--- I' 0 o ~-- ;".;..' ~' \'>'1. ::(~ ;,\, :<, i IJ'; DOT Form 140.00llA RlIviled7/87 Pege 1 013 .err,:': : .:;:,i~: ~'.~i '_~,,~,,:". j {~:i' it':,~f;:'::', ~ .~" :;~i~" .:':',': ~~ ;~~ i ;:. ~".'j:.';~: i~ "i::;;'~I'r::,":Z~: ;':.',~;' ":, .:',:: ~<\:~}~ ;,:;~~::,' i:i~:"~~;{~i':c~~ ;;"~': ",:,:/::/ ....'!~ /<~;(~ ?:;~ ~.:~ :K\)'~~:\{ \~. ;?;;::~,:;?~f.;:U;:~:>;~;.,~:;:~ '.", ". .j"C'l ",-..,. ".".. t -J ",I'. ,..; /:." ~,,~ 'Ie; t , ,,'~ ).~.,-.: '.le I:' ",-.. ,. I.: 'j}, :.:~ ' .'.:" ,I" . ,...., : -:. ">, \..':' '.,';0 .;'" ~: .', ". '\ "", h '"."."~,,. ';", '..' I ..' . " : .,~ ;":,' ,;i..o'~, ;~ \',"'1-,<, ,'1'_ ~'I' '(,' ,"~~ ,..1.....,~. ,_ '," "', " .~~"_,_,,t'I.'.1 _~,.,~lir$t. "j,\,w.t'i''-.'':''~-''''''.ll_''''''~,~ 'i':'.'.~"~.:"~.~.'\'-".I,,... 'I',..., " ",,' f . .t.:ZL1 '1;:.!.:..'" t"':l "Cl--:" .," '1" I-'l .." ""/1" ,. .,.:"1 ' .- !;l '-1" " ,.", ." ,,;. ',,,:,;"), .. , "." '. " :- 0'. ,.. , :~.'~.' '(\..: .... ".,;" "~ ,: ,;{ '".~' ,'c' . '.: ." '. .o~/. ."".: ,j,"," .. ,-' .' f: " ,.> ,; \~~ij, 'J :';~;f: :}/, ':;; <j,.~ t ,f..::,;'; ~~ ~(J:f~~.0!. ~;Ji~(~ :t:> ~~,~S!<}::c;,:;,~ \y~,: ";? ~;f ~: $:~~,{);:.~ :;),,~';; ~',:, :}k.:}J'. ,? \;::~ '~~';'\:'~~:: ,',,:,'~::~:\<;iK;~.::;~~..:~~~'.~i~~~t'l~~,~/J~~~';: ;- Z , ~~'I :;;~(' ;ilj::l -,U uC ooC; 00 WI w::J: -II- 00 II. I -01 ~~I C2::i II. <I ~al' ::J:W I-::J: ZI- ~ f2j ~~ g ;51 C_, Ww ::J:U ~15 Z WOO U- -::J: I- ..;1' ~\ o . .J o o .~ ~ .. " /I ( ( I ( c ( ( t.-.-..--..-..-. i FEDERAL I FUNCTIONAL CLASSIFICATION o Principal Arterial Cl Minor Arterial ['J Collector IlO Major Collector o Minor Colledor t:! Access StreeliRoad IXl FLAT .. ROLL 0 MOUNTAIN 25 m h 5 mph 5290 ~ Ci Principal Arterial !!! I::l Minor Merial ~ r.::! Collector -I Cl Major Colledor Ci Minor Collector EJ Access StreetIRoad r.::t FLAT I... ROLL 0 MOUNTAIN o ALA Total Number 01 Accidents Number of Accidents Number 01 Fatalities Preliminary Engineering Will Be Parformed By: Consultant & Agency Conltructlon Will Be Performed By: Contractor & Agency gency 60 % Agency 5 % ENVIRONMENTAL CONSIDERATIONS This project is a Class Jt and is categorically exempt. I.....'...........,...............,........."......".....,.,............................................................'..........".............................""...............04................_.........n........................................"........... R~~~.~~::~,"~:~~:r.'''.n .. -:::::::;-=:-:..r .~. pr'li"n~: 1 surveying to be completed later may reveal minor amounts of right-of-way to be acquired. No relocation is required. .-----..-- ~ ---..-- ] l._,~~~::~::~~.~~:~..:_______________________________________ '- ) .F' .... ',;.1' \ \ .0 o DOT Form 1 40~OOg A Revll"d 7187 Pllge 2 013 ........,v - r~iW' ~ ~ .' ::J: I- i I- as I a::::E ~::l -Iu uO 000 ooW w::J: -II- 0011. -0 ~~I ~::i 11.< !!215 ::J:w 1-;1: ;~~ zl- w :::E;:) ::le u ca' o~ 0_ Ww ::J:u I-j:: !:!::c z WOO u- j:: ~'J o I z~ I. . I , " - -~ -- 'V. - ---~-"""OlIU7 ....~ --.- ~ 11Im ~ o 'I o j 'i,l ~ .""Y , .. " " (' ( ( c) ( ( AGENCY PROJECT TITlE ATE .Jefferson Co. Chimacum Rd. Imt>rovement. CR0953 2-22-91 I'-~E~;;';;~'~ ~~;;YREl.OCATlON c; AD:;;:;M~S ~.~ EX~mG~'~:m~CruRE~i~-;;;:~D IN THE PROJECT: I I FAA INVOlVEMENT Is any airport located whhln 2 mnes of the proposed projeet? Cl Ves IbNo REMARKS: THIS PROJECT HAS BEEN REVIEWED BY THE LEGISLATIVE BODY OF THE ADMINISTRATION AGENCY OR AGENCIES, OR ITS' DESIGNEE, AND IS NOT INCONSISTENT WITH THE AGENCY'S COMPREHENSIVE PLAN FOR COMMUNITY DEVELOPMENT, AGENCY: .Jefferson County \-.. DATE: ::;4f~1 ~~ ~ "- BY: ,P;.J;r: .;~ ~/Chalrmlln) i. J ..1" / I' 0 \, \--- o DOT Form 140.009 A AevJled7187 Page:l of 3 ,')t::( I [J --,. v- ,. ~- iIJ- .- _ ~1IDlr----- ----- o o -~ .., - .. '.. I - ,,\,-..r j~N 17 '94 13: 44 F(;~ PMX BREMERTON C) PAGE.eel z ~~\ I- WI' a:::!; ;5::l ....U uO c ~WI ~~ll -0 ~~ C2::i 11.< !Qa ::J:w I-::J: Z 1-1 -0 !z I-J ~~ g~, Ww i=U !:!:g Z WlIl u- ~~, " PARAMETRIX, INC. 5700 Kitsap Way, Suite 202 Bremerton, Washington 98312 (206) 377-0014 or 383-1835 FAX TRANSMISSION INFORMATION SHEET DATE: 1-/7-59 , PoJrcla. U~~ O.JfUf] JOB NUMBE~: FROM: PMX BREMERTON FAX (206) 479-5961 TO: (l 1.,( QJ 0 .~ "D () - a - 7 ~ RECEIVING FAX NUMBER (N c.:llP ), s & 5" - 7'1 7~ \-' . COMMENTS: i.. . \~ \ Q NUMBER OF PAGES INCLUDING COVBR PAGE _.___l~_ . ___..._..__ BACKUP .cOpy,CrVtiU be sentC Will not be sent VIA V-5 ..lNAA1~ ................,... -MIlR''--i iI:III M""~J~-- -(;IQI~- ;;~~ r z <. ::J: 1-, ~~l: ~::l -IU uO, en ci en w! w::I:: .....I.....! ~ :5' W~l ~::il II. <I oo::l x~1 ~ i=11 1-0 ~~I- ::=;:) g~, C_, Ww ::J:U ~~ Z WOO u- ~~,' o z " . . -"fIi!I[_.ioIIRI!--_ - 'W!iI -- o o .. ., JAN 17 '94 13:44 F(,1 PMX BREMERTON pp""" J ~'.""'~'""~--I 1 I () Parametrix, Inc. 5700 Kitsap Way Suite 202 er~menon, WA 98312 206-377-0014' Fax: 206-479,5961 ' ,~ MEMORANDUM Date: January 17, 1994 To: Aubrey Palmer Patrick LaViollettJ! ~ CR09S3 - Chimac12 ~oad Improvements From: Re: I have completed my review of the subject project and would like to make the following recommendations and sugg~tioDS. I realize that some of these may seem rather minor, but I have attempted to look at the overall constructablllty of the project and to simplify the plans where possible. Please review the suggestions and let me know when a convenient time might be for you, lohn aw:I me to get together and discuss the project. Note: All references are to the WSDOT 1994 Standard Specifications for Road, Bridge, and Municipal Construction. PLAN SHEET 1, VICINITY MAP No suggested changes PLAN SIJEET 2, SUMMARY OF QUANTITIES: } i,ecommend deleting Item 2, "Clearing Fence Line 3 Ft. Width" and Item 3, "Clearing Fence ov.... Line 10 Ft. Width. The clearing and grobbing can be included in Item 4, "Clearing and Grubbing" as indicated on page 8-41 of the Standard Specifications. Item , "Removal of Structures and ObslnIctlons" can include Item 6 "Removing Asphalt Concrete Pavement, Item 8 "Removing Raised Pavement Marker", Item 9 " Removing Miscellaneous Traffic Item" and Item 10 "Removing Wire Fence", Items 6,8,9, and 10 can be deleted and listed under the General Special Provision for Item 6 as shown on page 2-6 of the Standard Specifications and GSP 0202,FR2. LE'AI/E:. '1z:e.MCU/P1r /A)'lfiE Pe;.JGE '~ 1/ ~ AAJ ::t:.'T.e M , ' I 67JWb .<<..v~.J M~e ~Dre- "'10 ,.Pa.llJ~p. A~/J.€"')OMIl72:! &(ur+AJ'7i'T7I?''!' AA.J() ""//'4<'. ~1)~17o,J.,r- I'Ave M-&P"'- reF"". ,),..1.. /J~.$ ~trr.!J])F .{.,.""i'j o~. /i!C.V't?fI9cJA7i~"'/ -"/~N.$, ",vb ;$hb,e,,-,,'f)..K:s ",...JQr.!......-<:'13 ~l"'t~,.,....I:7; .,rf"JD r~,v~v.,.,...,..,. '?,.(~"">,'.I/"',,7' /';.:,,'-'.r~.r ~/.- ~i.:.;...'~f'l) P-''''V('I-'''-.,',. />'"I,,/ ~ PrtnttJd on RKyol.d PIp., -:1-- - '- .~ ~ (- . ) ,.1-' / ,"~ .Q o \".,." 2,["'J',!, ; ~ ,~? >:, If "', I Suggest adding standard bid item 6959, "Channelization Devices". Some type of barrel or ov..- flasher wlll be needed to keep traffic out of the digouts on either side oUbe eltls~ roadway, See page 1-74 of the Specs. r. ' 1)\:1 ';) ,_...,"'-~17/j~"-'''J I~"""'"r;.~,,.~,. ,~I,....J"l/II~..r'F" r'" P< ..1 I Stlggest deleting Item.,41 "Additional Traffic Control Labor", Item 4? "AddldoJUlI Contractor Or- Piloted Traffic control" and Item 45 "Maintenance and ProtectioD Of'!',I'fiC", Thesc,items are no longer stan4ard items, 0'1-- Delete ltem'O "Survcyln8" as this is not a part afthe contract and will,be done by others, IJ'!"lII'\'W ,- z , < . ::J: !z i I- wi a: ::!: i ~::l! ~u uO C/l~: 00 ::J:i ~ I- i !Q u..1 wO, ::!: ~I < -[ a:~ u..< !Q a, ::J: wi ~~~I ::!::) ::l g~1' Ww ::J:u 1-- !!:b z WC/l u- -::J: b 17' z \. ~fv "1 ri- 9~~~ #~~ r( ~z,~4. -r '0 . i ! .. - ~'IIIiUiIi'!~-"'If ~--t _-...... -- 11[/'-. - -. - --- o o .. " JAN 17 '94 13:45 F(,1 PMX BREMERTON PAGE.003 ( ...., II I Chimacum Road Improvements January 17, 1994 Page 2 Item 7 "Removing Temporary Striping". I don't have a real good feel for this item. It could be deleted and the cost included in Item 36 "Temporary Striping" if the quantities are about the same. I'm not sure we will have to remove any temporary striping on this project but won't know until several other decisions have been made on some of the other items. Lets talk about this when we meet, , . Item 11 "Roadway Excavation Including Haul". Because this quantity is relativity small and the design quantity should be fairly accurate, I suggest us~. SP 030401.0R2 which allows the plan quantity to be used for the final payment, This ill eliminate the need to measure the earthwork again and Save the cost of documentation. ~J~~"T ..~ "'-'1>w"'" e:xc.f. "M-~ ~~~~~.~~~a,.'^"At. X.-Sl!!.~/~' ~ Item 12 "Borrow Ex~vation Including Haul", I don't think the project has any borrow. Recommend deleting this item. ~~ Item 13 "Embankment Compaction", Because this item is so small, I recommend deleting it and including cost in other items of the project. Would include OSP 030314Al;0R2, Or,if Item 11 were to use plan quantity for fmal payment, this could be paid forun~ the same Special. Item 23 "Cement Concrete Approach 3 Day. Might want to give this item. some thought. If we constrnct the approaches 01lC half at a time to provide access to ,the properties, it really doesn't matter if we use a 3 day mix or a standard mix to constrnct. As the 3 day D,1lx costs n lot of money and difficult to get a good product, I recommend using a 14 day or maybe a 7 day mix if time Is import Item 30 "Cement Concrete, Curb and Outter". This is no longer a sfa!:1dard item. Suggest changing to "Cement Concrete Barrier Curb and Gutter", standard Item 6704, or,?' Item ~6 "Temporary Striping" sl10uld be changed to standard bid 1tC1!1 6888,. "Temporary Pavement Marking" . ) ~, ./ &'?- '. 0 ,,'" \ -~ c ~...' w '. \, \" o " "" :','., I ['J.' '. ",.I' .(,. 2 -... P'IIlV ""V' --~ 1 -'. 1llI'iII....~- ----1III1IIIIIf1l ~_f~_ -_- --1Io1iIIWM\ o ~ o L! \.: -~ '-i .~~ .. " JAN 17 '94 13:46 [' F~_~ PMX BREMERTON c, PAGE.004 z <. ::J:I- !z i w, a: ::i:' ~::l[ -IU uO, c' ~~! ~ I- i rn LL. I -0' ~~f C2::i < II. ::ll ~Ol i- ~1' Z 1-[ ;::01 ffi:;:;1 ~~ 8~1: Ww ::J:U 1-- !!:b Z wOO U- i= F.' 0' Z ~, ~ ~'v.. Chimacum Road Improvements January 17, 1994 Page 3 Item 57 "Setting Monument Case and Cover". You said that you would supply the momunents as yours were different than the standard monument shown in Standard Plan H-7, We will need some details from you 10 show on the plans and I will write a special provision to cover it. It might be less expensive in the long run to use the standard WSDOT monument but it's your call. ,6 I suggest combining Item 53 "End Comer and Pull Post for Chain Link Fence", Item S9 iP.Pr"J:'- "Remove and Reset Chain Link Fence" and Item 60 "Remove and Reset Double 14 ft. Chain /ifIl~ Link llite into one item "Remove and Reset Chain Link Fence". The special provision would '?It"f ~(include the fence, gates. corner posts etc. and would detail what happens if the contractor ~'d- damages the Items. Could be lump sum as we know exactly how many feet he has to remove and replace. (,01:. "'""I' 9~ ,', Item S4 "Wire Fence Type 2. You have a DOte on sheet 12 of the plans that this is not Wire ~.i":';",. 'j Fence Type 2 but something else, We will need a detail or better yet, PaY the property owner Oi', 'y for the fence we need to rc:move and let him replace it any way he wants. lbis relieves the 4\~ county from future maintenance obligation if something goes wrong with the fence. 57 ? See discuasion for item -S-t'above. . ~ ~ ~ Item 5S "Remove and Reset Monument Case and Cover". ~~,5'<' , Might be easier to use the ~tandard. ..b~~ A~~..!;l Item 58 "Cement Concrete Sidewalk End Ramp". This Item could be deleted as curb ramps are r\"'-y provided JUSt a few feet from the end of the sidewalks. If these are to be included, a landing r;".~ area should be provide4 to allow a wheel chair to stop and turn after descending to s~t level. Detailed special provisions will be wrltten if these remain in the contract. ~ ~~,; Item 62 "Adjust Caleh :Qasln". This is a standard item and Is covered in the Standard . ?;JJ \ "'I A -'? ,,~. Specifications on page 7-21. No Special Provision is needed. \- ll.~p.t> Item 63 "Mountable Asphalt Concrete Curb". I recommend deleting this item and using Item ~'eP'iP' 29 "Extruded Curb" instead. It would be very difficult to construct the, 'mon, ntablc curb as ~,; i!Shown and could be a real hassle with a contt'actor. ExtrUded curb is ~8tandard item and by f#.u~~\ 'pl~clng guide posts behind the curb, should serve the same purpose as'that intended, We e. \IJ'l' probably should consider adding additional guide poSt8~0 the tral)sitlon onthc smith end of the \J ~\ ~ /'. ;roject to help traffic handle the change in pavement WIdth. " ~\tI~#'} Item 64 "Relocate Water Meter and Box" and Item 65 Reset Water Valve Box". Some utilities ~ p want to do this work with their crews, others have the conlTactor do the work under the utility's V direction, Could you check with the utility for their preference. If the contractor is to do the ,~ ;I. work, we will need to add the utility's requirements to the special provisions and show a detail \~ ~n the plans. ~ 10 ) /",1.. \,., '.' 0 o / ~' ,. ~". ) ,( ~,[]'. ! , '" ~ ---- p- ~ - V' -- ~.IDIi -_...---- --...... -- o ~ o \. ~"W. ~ .. " JAN 17 '94 13:47 Fr.",1 PMX BREMERTON (\ PAGE.005 z <. ::J: !z I f- w' a: ::! I <::l, ~gl UC1 ~~i ~ 1-1 en u..! -0' W~i ~ ;tl u.. ::l' !:!lO! ::J:wl ~ i=1 ;: 01 Zf- ~~ g ;}, C -1 Ww ::J:u f-- !:!::b .. Z] wen u- i= ~: ~\ ~ Chimacum Road Improvements January 17, 1994 Page 4 Item 67 Poly Root Barrier and Item 68 Ornamental Red Rock. I've contacted the WSDOT and they are looking for some specs on a suitable landscape fabric and the rock, (l... ."t' ,1 All other items are either standard or special provisions will be written to cover them. f# The following is in regard to your notes on special provisions on page 2: Notes 1 through 6 were discussed above. ~b') .r!' Note 7 - Protection of Exisf,ing Wa~er Line. I agree we need to take extra care to ensure the "'1. r"//1 contractor is aware of the proximity of all of the existing Uli1~~es to ~ new storm sewer. ~~~:I ,. Section 1-07.16(1) ,of the Standard Specifications covers this item and it becomes a problem if '1C)jlV' any parti.cular item Is handled differently than others. I'd suggest this be handled during of construction. Note 8 - Construction Signing. I will add to the special provisions that they will be available at the Hadlock Shop. We should discuss what type of signs will be needed and ensure that they will be available for the project. Note 9 - I'll add GSP 090601.FRl and include the Items necessary, Ff,~ 4~".rr M.O"BII../2-A-7iD"'/ I -rrr~R;,' ""_ ~/"",..J/ e:A>".,J 4~/.... Note 10 - I'll add asp 210304,FR8 .M&~/~ ffl71!:-' ~ '/2e'~ ::/~~ Note 11 . No special needed. , ! 0 Note 12 - If Cement Concrete, Si4c;walk lW2lps are included, rD add the appropriate special provisions, ~ . ~ ,;t,,; Note 13 . "Asphalt Cuttina or Grindlni" , I don;U!l!ms any special provisions are needed. \;~ d' ~<" Covered under Section 2-02.3(3) of the Specs, '1$tMJO' IS; 6/~_ ~ M>-'-..rr"'-A <4","n \ / Note 14 - "Protection of Existing Property Comers". See note 7 above:. Our survey crew .". should add flagging around any survey markers near the project. " Notes 15 through 20 are discussed above. PLAN SHEET 3, QUANTITY TABULATION .John has some que~t1o@l jte would like to discuss at our mcetina, ) ".. /~ '1'.0 \ \~. o ... 10 .- ~~ Z <...,: i= i:5 i a: :::e' :5 ::ll -' u! uO, c, ~!:!:!i w~' ...J~) U') u. i -c :E ~ i C2 ::i I 11.< en ~i x~1 I- ::J:/ ZI- j:O i:5~1 ~~ g :5.: 0_ Ww ::J:U t;:i= _c Z WOO U- i= ::J:, 07) Z\ .{ i' , 'f /1.0\ (~ 31 ~}I;\ o . ! .. .- T -~ -_._~ -- - -- - -,-~ o o .. ., . ,r (i PAGE.006 JAN 17 '94 13:48 F~ ~ PMX BREMERTON v Chimacum Road Improvements January 17, 1994 Page 5 PLAN SHEET 4, STRUCTURE NOTES Could this sheet be moved back closer to the drainage plans? I think that General Note 4 can be deleted. PLAN SHEETS 5 THROUGH 10, ROADWAY SECTIONS May need some minor revisions depending upon f'1lIlll decisions above. .1, ' 0,' I would like to recommend revising the depths of Asphalt Concrete Pavement. It is my understanding that the pavement determination was for a minimum of O.:i' overlay of the existing pavement for mainline traffic. The Specifications suggest a maximum nominal compacted depth ofO,2S' per lift of Class B Asphalt Concrete wearing course. Usually 0,15' depth is the thickest recommended for wearing c;ourse to ensure proper compaction. Leaving the plans as shown would require three separate passes ,with the paver unless we ,specifically allowed the wearing course be placed in ODe 0.3' depth, I wouldn't recommend this as compaction would be difficult to achieve, If the leveling course were to be increase4 by 0.10' to a depth of 0.25' and the wearing course were to be decreased by 0,10' to a depth of 0.20' , the overall depth of asphalt would not change where full depth surfacing a,nd paving is indicated. The quantity and depth would decrease on the overlay ponlon of the project however. 'The prcleveling wedge will provide a minimwn of about 0.1' of depth on the future through lane and with a 0.20' overlay, the minimum of 0,3' will be achieved, 0.20' of overlay should be more than sufficient for the connecting streets and the Old Hadlock Road. This chanae will eliminate the need for the third pass with the paver and will also reduce the quantity of Asphalt Cement Concrete Pavement by about 350 To,ns.., " ~ Y..', . ': ~ .+ If you agree, the plans will be modlfled to reflect this change. Somewhere we need to add 8 detail showing how the Cement Concrete Approaches tic Into the existins parking lots and driveways. There will be an area between the approach ,and existing parking lot and/or driveway that will need repair. This will increase the quantities too. I suggest showina a typical plan view and roadway section. PLAN SHEETS 11 nmOUGH 16 Minor Items to diSCURS at our meeting. _ tJ--...:!' - - -.- \. - Y<Ji 'i .'.1,'" \ \ " ',~ " :}l '.- ~ \. ) ,,>' 'I' o o ~ ,', !II LJ, ~ ~.. - -- ... "0 -.;~ o 11I1 " JRN 17 '94 13: 49 F(o,1 PMX BREMERTON PRGE.007 (: z <' ::J:I- I-~ a:~ <::l Wu -IC uc ~~ ~I- 0011. -0, ~~i <-I a:...J 11.< 0015' :l:wl I- ::J:' Z 1-' ~gl ww ~5~ g~! C-1 Ww ::J:U ~~j woo u- i= j:.' C " Z - '\ v Chimacum Road Improvements January 17, 1994 Page 6 I.f? .,~\l PLAN SHEET 17, DRAINAGE PLAN 1 hIS) ~.f Drainage codes 1 & 2 are off of the project. We need to show County right of way or obtain ~~I~? an easement so the contractor can work in this area. ~~\ PLAN SHEET 18 THROUGH 23 Minor items to discuss at our meeting. PLAN SHEETS 24 & 25, CHANNELIZATION PLAN ,ltfJ ..~ , \\' /.1ft.-- (I There seems to be a conflict between the MUTCD and the WSDOT Standard Plans regarding two way left turn laDes. ~tail E of Standard Plan H-3a shows the arrows from S' to 10' apart not 32' as shown in the MUTCD. I recommend using the WSDOT Standard Plans and deleting the detail on Plan Sheet 24. This if what is used on most roadways in the state. . '-{-ou might also want to consider extending the left turn channelization through the intersections, " The traffic movement should be relatively minor and this D!ay help avoid driver confusion between turning movement into the road approaches and the minor intcr~tlons, d' What do you think about adding crosswalks across Chimacwn Road at the intersection with Old Hadlock Road? f,)"':""'- -:::Y/I~'(_'" t'l ',:~rt \~~:-'fi 1,( \.l:',','~ 1,,.,.: .. '-~.'r- "'';'!'''('~ -r I 10 ~ o~. flow far do you want to elf,tend the lane markers on the soulb end of the project? PLAN SHEET 26, SIGNING PLAN :r II think we need to add some kind of barricade near the beginning of the H~Line and Chimacum I ....!" Road to ellminate the possibility of someone driving over, the curb aDd sidewalk onto Chimacum \1,,:'., Road at that point. In the dark, it might look a lot like a gradeinte~ioD. 1 would suggest ~\' ' adding some Concrete Barrier Type 2 at this location. I also think we need to add a few more signs. Lets diSOUS8 when we meet. . PLAN SHEET 21, SIGNING SCHEDULE Minor chanses dcpcndlna upon what happens to Sheet 26. .. , ;' " , -')'?~' 1,;:~W:?7'iF~:~~;.~r>i~(~i.Ei'~:;_;:i~';:'j~;, tI,:;t:>:i::;? ,W<tH'.::.G:- :~:!:, ""=~:~~~~~iiilia~::1:b};:,,:":il~I"fi:;: 1: l S j v'" ) ~ ;.,1-' , I' "':'...Ao.- -... ------ ~ 1 -~ ~ ........ " -I, , ,~ o o '.~,? \>', -- ~u r -","- - .- -- ... - ----..-. -- o - o - \ ~ ~ .. " JAN 17 '94 13:49 FC.1 PMX BREMERTON (i PAGE.0es ~ .' ::J:I- !z i II: ~l' ~::l ...JU uO OO~i llhl u: t;: I ~~I C2- ~ gc(~ ::J:w I-::J: ZI- ~~ ~~~. C_ Ww ::J:U 1-- !:!:b Z ~!!lJ i= ::J:,. O?' Z <'\, " Chimacum Road Improvements January 17, 1994 Page 7 ,j" "PLAN SHEET 28, PARKING LOT PLANS r;/',{' \ y'..,f ' A fire hydrant ill lIhown in the parking lot. III it to remain or Rhould it be relocated? . II.!' \IV You indicated that you might want to leave some of the existing vegetation on the north end of the parking lot property, This needs to be clarified. You havc a note about adding guide posts and raised pavement markers aroUIld the inside of the curve on the new intersection of Old Hadlock Road and Cbimacum Road. I think the guide posts are a great idea but would suggest leaving out the raised pavement marke~ on the edge stripe . GENERAL COMMENTS I have several questions on Items to be filled in on the Qeneral Special Provisions which can be discussed at out meeting such as: iJb ..../,tfi- ",",i . 1'."''''( A;h ,.j, Does this project require a Hydraulics Permit? - ~ ' Vi ~/ I t::~F...1 '----p.. (: Do you anticipate any other work being done in the area during this C9ntract? Possibly the Utility companies should be named. >., .(. '- Can the contractor use a bar graph Instead of a critical path methoc;lfor IUs progress schedule? ,(q:/~(), Is open burning allowed? /~;..,;". ';:';E' ~ "",t C,?,..",; ,'~' ,t~ J.~fJ; Do you want white or brown flexible guide pom? ,_fl"Y'!l I will need the a namc,llIld phone numher of the supervisor in charge of the Hadlock Shop and 'l{ff ~'IJf~~"I the address of the site, hill "tjj .1 ... ) ,.1' / I realize that this seems like.lllot of chaDgcs but once we reach consCJ!.'IUS it shouldn't take long t6 get the contract rea4Y fO(. advc~ment. . Let !DC know wbon you will be able to get together to diseussthcse Items, cc: Diane Lenius I' \'t \ o o . '(/" I .. '''' /, ,:'," .f ,.,., ." ,",' , i.""""" &",""'" '.." "'-} -,;',":'~;:~~;'~::":,~~iPi:::n~ _.11I I:..~~" V--J"~ 'f""' V' -- T ---- - ---u;-~- ,- - -- o ,,- o .. v ( ~~~,.;p;./) ?-t' ~,>"\ -" '-'i~ () JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS z ~~. t- wI a: ::E ' ~::lr -,U\ uOo' Ul ! ~... W l w::J:' -' I- I !!l~1 ~~I ~::ir u. ~I !!lOI :r:wl I- ::J:I ~ 1-1 1-0 zl- ~2i g~ c_, Ww :r:u 1-- !:6 z woo ~ :EI o~'1 z "J \ 1820 Jefferson Street P.O. Box 1220 Port Townsend. WA 98368 (206) 385-9160 Gary A. Rowe. RE" Director Robert G. Nesbitt, RE" County Engineer January 21, 1994 Patrick LaVioilette Parametrix, Inc. 5700 Kitsap Way, suite 202 Bremerton, WA 98312-2234 Re: County Road Project CR0953, Chimacum Road Improvement, Federal Aid Project Number RS-Q161(002) . Dear Patrick: In response to the questions that were raised at the meeting last Thursday, please accept the following: ' · Fencing, trees, and ornamental shrubs and associated funds have been incorporated into project right of way costs. Items within the Summary of Quantities and Quantity Tabulation can be deleted on construction plans for the following parcels; 901024060 - Surace, et UK 901024072 - Sayer, et ux 973500103 - Sleasman, et ux No Pass stripe on the south end of the project can be deleted. Existing pavement is currently striped with double no pass. Pavement striping is accomplished every, year for roads within the County, and that portion will be "freshened" as necessary. Also, the roadway southerly of this project is scheduled for construction/revision and striping, if necessary, will be established at that time. . . Concerning the storm sewer pipe replacement outside limits of construction on a portion of vacated Old Lower Hadlock Road; The beginning station limits as shown on right of way plans and construction plans will remain as shown. Discussion is currently underway with WSDOT Local Programs as to ramifications and funding concerns. The County will aSSUme the liability for fundinq on that portion if necessary. Attached please find the vacation . 100% Recycled Papor .. --~- ~. \. .~ ~ ...... ,) /,..1-:' \: I' 0 o \:..... - - v :z :2 ~; I-w a:::; ;:;)::l -IU uO CJ)~I ~ i=[! 0011. ~O :; ~I C2::i 11.< !!2S, ::J:w I-::J: ZI- ~~ ww :;::1 ::l gs, c_ Ww ::J:u 1-- !!:6 Z WOO u- i= ~::J:."" 0, Z . ". -- I , -...- ---- --:-~~"M'-- - ,- ._ III. o ,I \. ..... ,., .. ., " ( ~ () resolution identifying right of way widths, and retention of an easement for drainage purposes, for your reference. . Modification of clearing and grubbing will be as follows: Old Hadlock Road - station 2+00 to 6+00 From station 0+00 to station 2+00 there will be no clearing or grubbing for the parking area. Presently the canopy for the area is madrona, willow, and miscellaneous low growing shrubs and bushes. However, these will remain only as necessary to incorporate the proposed improvements within that area, ie. extension of existing cross culvert to catch basin, necessary clearing and grubbing of Chimacum Road Mainline, etc. If you have any questions, do not hesitate to contact me. sinCerelY~ ~a~~~ '- o ~\. \"~ o xc: B. Nesbitt, P.E., JCDPW CR0953, consult. enc: Vacation resolution, Old Lower Hadlock Road CI\CllOtll.~""'1'U\I.vtOUn.u' I , ./." \ . , ,.,(,Jr,'J'~'~.~;'\~l"'''';'''';'l' ; '.', I' . ,'" ..~ ':lJ:';~'\(.';V;""'1{tl~l"jf'!,'l;'I"j -.:. ',I ""';2;:"':"':':'~'l";tJ..!.~"~"" ,,"~ .... ~ 11 II - ~..... '.-r 1--- .........- ----~~~ .... - -_....-~ -- ~~ o ~ ."~ << . I (; -~ "i - ,) 01-21-1994 09:32AM FROM J'EFFERSON cou-rrv PUB WRK5 TO 93859172 P.01 1 '- -. 3(}24~~ .. '. ' .. . . 'I " li'::/h:()f~:..1:. U li'~ . - V~P:..GF.~ ',' " OrOF:r:!C!:\L REeOlIDS . ~E~/lfi4:"5 Z . <...,:' J: Z I I- wi a:: :E I ~BI -10 UC1 ooW! ~i= 00 11.1 -Oi ~~i C2::i 11.< !Q~ ::J:w I-::J: ZI- ~~I ~~ U!!I., 8t:!11' Ww ::J:u 1-- !:!::b ..Z\ woo u- i= ~,\ 0, Z'\, STAm OF NASHINlJTON COUNTY OF JEFFiRsoN In tbB _ttel' at 1C RESOOJ'l'lON NO.~ P;~T,::r::':::4 .~,..:.v;p ,IEFFEi~Si'iirt(;}!~ h'f.:UoirOp. r.J~ M~~ MIF.REAS. th:1s utter OO/dDll to be helU'd OD the 28rd daJ1 or Jime. :1986, upoa the NPOl'tl1 Bubtllttsd by the Jetter:ion County PubI:1c Narka Departllent w:1th l'espect to the VlID8.t:1on set rorth in "Intent: to Vacate", Jerfer,on County Resolution No. 39-86, and it appearing to the iklard ot CoWlty COIIIII:1ssirmers that not:1Oe ot hearilllf bas been posted lUld publ:lshed rOl' tm t:1.8 'Bnd 'in t/JIJ '1IlU21JeI' provided by law, proof of such postilllf and publication ~illlf new on tile Mrein, and said lJoard hav:llllf the other evidence adduced and beirJlf fully advislHl :1n the ~iBetl, does now find II1ld dtrtenline that tbt1 public ",ill be benetl.ted by the vacatl.on thereOf; Vacatl.on or the Old LDMtr Hadlock 1C Road 1C Nf.M 'l'HEREFORE BE 1'1' R69aU2iD, and I.t i. HEREBY OIWERBD : 71Jat portion ot the sjxty (tJ()) loot I.n width by apPlY>>Cl.lflItely :1,026 reet in .1eDgth ot' ~e Old Lotfer IItJdlock Road, laying in S8ctionti J and fl, 'l'ownah:tp tl9N., Range J W. W.N., OOt#IIIenci~ at the DOl'thee.tel'lv rillht ot' MIJl' 01' the I.ntel'$t:otJon ot' ()V( Say Rctld, COWlty Road Nuabel' 940407, and ll'Olldllle ROlIJd, ColWty ROolId N~r 933S07, a. tthown OIl thtl plan t'01' COWlty Road I'l'Ojt:ct Nu.bel' CR058II, on J'i.1e at the Jtlt':I'erson COWlty PubUo /I'arka DeparUlent, thence fNJ8tt1l'ly to the lIIe.tel'ly l'igllt of Mty of the LoNeI' Hadlocic Road, County Roed NUI1Jbel' 6lJ21S09, Bxcepttntr thel'Orro. any portion of ~e .I.xt:y (60) feet .In Nidth southerly tmtensJon ot' Scott Road, County Road Nulllber 65J509, IYinlr 1I0l'thel'ly ot' the CItIntttrJine ot sa:ld Old /AltIer Hadlock Road, bo. and the .11II" I. Mr"by vacated and .tbandMed IHWlIaIlt: to Ra/88.87.J40. BE IT FURTHER RIl'SOLW, that Jett"rsM CoWlty II1balJ retain 11II eas_nt :1'01' drainazrr /Nll'poBes 1J10~ the lell/fth of the V02cated POl'tjon of t:be l'DIJd, ORDERBD thJ~dlJJ' fir- ~-~ ,J986. I1IJARD OF .TEFJ1l!RSON CfJUN'lY OCWNISSICNBRS . ~~ ;"<') '~ t1rdl~C. BlVt61t C}'l'k of tha Board -=- _~L.~~ John r.. Pi t 1:11, CbtUlWIIUJ ~AfJ<ot.I>,,') .~.~=-~. ~ ~ JM~ .' Ilon, Nellbsr (/ . .... . ) ,J',' / SEAL: 10 \. \... . o ... \f~, ~,~\~ ,;:;,:";.;~:'::'>;,\:"j:+'~"~':::1~\:'~:Y:~:;l~~'::;ri'.~1t~' _....I~...~1/iIiI 1 -- ---T ---- .----- -.- r - - o 'I o ".1 '\,.; -~ 9 ~~~ .. " o \ , <." ~ . ~ ~ I l ~ Ki ~ ,!. ~ 1SI .. ~ a: ~ ... (J\ ~ l1J t( u , ' ~ 0 to- ~ is 11.. 0 i ) . " . "', '. .. \. ", '. , , " :.,', . .~: . .~:' . . . 'l"~ '. , , ,.'\ . . .. . . :.~ ~. ). .. "0 . . ~: ~ . t' ' ': . . ,....' .......;.:.\...;.,'. " , ,', ,', .,~':' . '0 .,' , .' .~'/<~[1i:..._ ~, , ~".."'~' d if] f.'..,....~'"'~.... ,,,,,,"'--..wI' l'.; lIT. ~- --.'V' ......... :'.~~';;;a~. I ~ z <. ::J:I- I-di a:::E <::l Wu -10 uc gJ~ ~t- 0011. -0 ~~i C2 ::i I II. <I 00 ::li :i:~i I- ::J:: ~ t-i !z ~! WW! ~~ UI.C.' 8~1' Ww ::J:u ~ 13, ..zl WOOl !:! :i:J bf-:'1 z \. Parametrix, Inc. l~ To: Aubrey Palmer Jefferson County Public Works P.O. Box 1220 Port Townsend, Washington 98368 From: Pat LaVi 011 ette Washington 1)(5700 Kit;~~ -w~.;-_..._._"-_._.__.._-----'-c 1231 Fryar Avenue Suila 202 P.O,8ox 460 Bremerton, WA 98312.2234 Sumner, WA 98390.1516 206.377.0014 206-863.5128 206.383.1835 206-838-9810 Fax: 206.479.5961 Fax: 206.863.0946 [., 5808 Leke Washington Bivd. N.E. Kirkland, WA 98033.7350 206.822.8880 Fax: 206.889.8808 i~:J 2:5 N, Wenatchee Avenue Suite 207 Wenatchee, WA 98801.2236 509.664.3290 Fax: 509.663.8816 ~..- --- ~.... ~-M o o .. " ~ RECE~VED JAtn1M994 Date: JEFFERSON COUNTY PUBLIC WORKS DEPT. 1/26/1994 CR0953 CHIMACUM ROAD IMPROVEMENT Project No: '?.~f!.g~!!____ IJ 7820 N,E, Holman Suite 8-6 Portland, OR 97218.2859 503-256.5444 206-694.5020 Fax: 503-256.4221 HawaII 1164 Bishop Street Suile 1600 HonolulU, HI 96813-2832 808.524.0594 Fax: 808.523.2995 T.,!Xl!8:_._,.._....._.._,._ I:'i 10540 Rockley Road Suite 300 Houston, TX 77099 713.530.1920 Fax: 713.530.6744 We are transmitting the following materials: ~aft SReci a1 Provi si ons. Comments: Here ism)! fi rst cut at the Speci a1 s for Chimacum.. Let me know what)!ou think. =----~'di, o .. These are: II Per your Roquest For your Informntlon For your Review nnel Approvnl For your Fllos X' For your AcUon B__ "I ".'):.: >..'}'; . ':f"~ 'I ~' ~ .J 1 I I ~~~1~~=-~=::'=---= '" _~_=-= I : '~~~~ ~':::::ij ~~"-'"'''''''''' ~,~ ,^".,..,,'~-""~. - ,,,J ',i".', ',,' .,'.,,","""""~' '~,." '-;"~"""."'''''''~'';. """""',"""v,"""'"''"..,''''''''' .',' ':' "',', '. ,,,,., L" .. . . ........,.....'.;,'....:".,'..)..',:'''.,\'.''':':,,;.,'/,''''.:'::','.':.''':",:',:',":{p .""""':',",:.':',;..'~',:,'},.',;',.c;,,','~\:r....,')"",:,:::-:,.~"'~,~;1"t;!:;.;';~:~,:.::'..i,, ....,',.. "',' ,,' . .';..'.' .'.., . ~ L A- :~~hl_~'~'~'.. ) ,J' I. ..- --- -. - -- ...,.. \. .~ ~ ';, ''',. o o ,'\ ,,\ ~tJ -- ---r r --1 -- -, - ~ '..r:- - ""111 ~ 0, "'- 0, '\ ., .. " . . z < Ii' i= '" \ a: ::E I <::l Wu -10 uc, gJ w\ ~ i=1 !a ~! :E ~I C2::i ~ :5) _0 ::J:w I-::J: ZI- ~::?I ::E~ ~~ wwl ::J:u 1-1= ~~\ woo u- -::J: b .,. z\ XNTRO. ARl JEFFERSON COUNTY CHIUMICUM ROAD PROJECT FILL INS FOR GENERAL SPECIAL PROVISIONS AND SPECIAL PROVISIONS (GSP'S AS OF JANUARY 3, ~994) XNTRODUCTXON Add the fo1lowing statement: The contracting Agency for this project is Jefferson County. The section of the standard Specifications entitled DIVISION 1 APWA SUPPLEMENT will apply for this contract. <:f'EF'RfUlSON e.........- CD.......IS:sI.."~ 0I'I"1c.E. DATE OF OPENING BIDS 182.0 ~FF~ASO~ :rsT1l:.e67; -Po o. 'Sox /2-2-0 1"oR.-r --n.~/I!!JD. w". 9831:.8 (Need a location where bids will be rece1ved.) 020901.GRl DESWORK.FRl DESCRXPTXON OF WORK ADD *** 0.35 miles of county Road Number 932507 (Chimacum Road) in ' A.,.:: Jefferson County, MP 0.06 to MP 0.41 by clearing and grubbing, ...t1-'-, ~~~ grading, draining, constructing cement concrete barrier curb and ~~~ : "".;0-10 t-I-- gutter, sidewalk, cement concrete approaches, surfacing, paving 1t" ~fi.v> with aspha1t concrete, erosion control, pavement marking, permanent signing, *** ..J .,~~040402.GRl COST REDUCTXON XNCENTXVE PROPOSALS (VALUE ff!!'~VV ENGXNEERXNG) w"- 'Zb /'JOT HtNJJI!! ~ po~,c.y J.~l. '~ (Need to have policy available for contractor, at either the County I I~J)!!:;..~I~ Office or parametrix office. Change wording in GSP.) , ll~Jl"r P" ~ 051401.FRl OTHER CONTRACTS OR OTHER WORK ADD $$1$$ . Relocation of utilities by the following utility companies: Summit Cablevision Port Townsend Water Department puget Sound power ~nd Light company U.S. West i. . ~ 00000030.ERl Lt>ill':'~ i'Regulation 1 f..('('" or FROM AUBREY) c~~ 070902.FRl ~~~.,.p ***WA93-2*** AfS" "it' ~ J .J-' ,,' Olympic Air Pollution Control Authority" (GET COPY CJl.u-6tl> 1- Be>!:> - "I z..z. - S to 2.-:3 WAGES oi<::l)e..c.&1;:) ~uJ.A.no,.j.:Jtl:: ~ O/l-,ocA ~oc..v M.E-.J-r) WIU- :!>e:ub -:::n:;.~'PW A- C-ef>'1' - . \: \ o o -- - ~~i i= ~! a: :::iE ( ;:5::l ...u u81 00 wi ~i= 00 11.1 ~~I C2::i 11.< ~a, i= ~I z 1-1 ;: 01 zl- W :E::) ::l g;s c_ Ww ::J:u ~[3 Z woo u- -::J:, I- ";7' ~ \, . . fj.DIIM --q- -- i!I__ ---.r-- - o o . \ ...,. I.: lID " . . 071201.GR1 fJ f... Include AMENDMENT TO FORM FHWA 1273 f I 071701.FR1 rI $$1.$$ O~ Include list of utility names and addresses. 07230102.FR1 PUBLIC CONVENIENCE AND SAFETY "K. ***5 feet*** 'I/)'? 07230303.FR1 CONSTRUCTION SIGNING ::reFf"e!'R9>/J CouAJ7"( ~Al:>U>t:-J< ***the Hadlock Shop*** :37/ CH/M.ACAJ/VI.. "RoAb ***the Hadlock Shop*** CH 1M ACuM..) INA '9837-S 07230S.FRl MINIMUM BID FOR TRAFFIC CONTROL LABOR ~~(Fill in ***$$1.$$*** when we receive the wage rates.) s;+o'fJ 080S01.FRl t9iL ***70*** TIME FOR PHYSICAL COMPLETION 090601.FRl FORCE ACCOUNT MOBILIZATION oK "Temporary Water POllution/Erosion Control" 010201.GR2 CLEARING AND GRUBBING DEBRIS of- ADD Disposal Method No. 1 will be allowed off of the project in a Contractor-provided disposal site. Dlsposal of debris in a Contractor provided disposal site shall meet the requirements of Section 2-03.3(7)C of the Standard specifications. 0201.FR2 REMOVAL OF STRUCTURES AND OBSTRUCTIONS [),L Approximately 20 SY of Asphalt Concrete Pavement outside of the excavation area right of Sta. C 3+04 to C 3+79. 2. Approximately 25 SY of Cement Concrete Curb, Gutter and Sidewalk Left of Sta. C 3+30 to C 3+33 and Right of sta. C 3+05 to C 3+31. -i.. 1. ) ,1-. /' .,.' .... \....~ " 030401.0R2 MEASUREMENT OF ROADWAY EXCAVATION AND EMBANKMENT r;'/... Replace "District Office" with "Office of the Contracting Agency. I' 0 C'I 3. Approximately 170 existing Raised Pavement Markers"..no'","1""- '~a. ':.~r.1 z <. ::J:I- I-~ a:::E <::l wu -10 Uc OOw ~~; U) u.. i -Oi ~~i ~::il II. <, en ::ll x~1 I- ::J:' Z I-! ;::01' z 1-, WW' :!: ::l1 a~ g2~ Ww ::J:u 1-1= ~o Z woo u- -::J:, 13 ? Z - J '\ o . I -- ~ "" - o o .. ., . . o~ 04031.303.FRS FEATHERING ASPHALT CONCRETE PAVEMENT ***B*** ***B or Asphalt Concrete Approach Class B*** 01.0304Al.FR8 EROSION CONTROL oK.. SEE ATTACHED INFORMATION. 01.0304B1..FR8 FERTILIZER DK ***135*** ***60*** ***60*** 01.030501..FR8 MULCH OlL ***wood cellulose*** ***2000*** 21.0304.FR8 Contact Earl Wells, 385- ***the Jefferson County Hadlock Shop. 0890. *** :37' CI-I'M.AGJJ^^ "'i<oA~ ~_ CHrM"p'(!'fJM.) vVPr 9f?,3zo NONSTANDARD ITEMS REMOVING TEMPORARY PAVEMENT MARKING t);( Description Where shown on the plans or where designated by the Engineer, the Contractor shall remove temporary pavement marking. Construction Requirements The temporary pavement marking shall be obliterated until blemishes caused by the pavement marking removal conform to the coloration of the adjacent pavement, If, in the opinion of the Engineer, the pavement is materially damaged by pavement marking removal, such damage shall be repaired by the Contractor at the Contractor's expense and to the satisfaction of the Engineer. Sand or other material deposi'ted on the pavement as a result of removing stripes and markings shall be removed as the work progresses to avoid hazardous conditions. Accumulation of sand or other material which might interfere with drainage will not be permitted, Measurement Removal of stripes will be measured by the actual linear footage removed with no deduction being make for the unmarked area caused by the skip pattern in center stripes and lane stripes. payment. The unit contract price per linear foot for "Removing Temporary Pavement Marking" will be full pay for performing the work as specified. \-- ,,*' ,~ , {...,. a--.....--~....' - _..~. ~; -".-.' .C-,.. 'J'.... \.i'"""--".,'/:':."'~",;"'/::"':''':1f '':''i!.r.',.:~:<;i.'-''; ':","" ;"l.H, , '_,j 'j;';;,- .C" ~'X: J, "'~~.1S~i~:2E~'L~~:~', ) I .' 0 'flllfIIl&, ---. -- "I j .~ , ~ '...; o " . .~,(. " ~ LJ" p-' - I ~ .! ~il: ~::l -IU u81 ~~i ~ 1-1 cnu.. -0, ~~I C2 ::i r u..<j !!1a ::J:w 1-:1: ~~I ~~ g ;$1 c _, Ww ::J:u 1-1= !:!:o z woo u- -:I:, b?') Z \~ . . '''If' .JJI!I- -~~ -....- r~.IIIiiIUIl' ~ o o -~ ~ .. ., . . CEMENT CONCRETE APPROACH 3 DAY In addition to the requirements of section 5-05 of the Standard Specifications, the following shall apply to this contract: oj( All cement concrete approaches fourteen feet or greater in width shall be constructed one half at a time to allow uninterrupted access to the adjoining property. fJi. CEMENT CONCRETE BARRIER CURB AND GUTTER In addition to the requirements of section 8-04 of the Standard Specifications, the following shall apply to this contract: All cement concrete barrier curb and gutter placed adjacent to cement concrete approaches fourteen feet or greater in width shall be constructed one half at a time to allow uninterrupted access to the adjoining property. EXTRUDED CEMENT CONCRETE CURB I);"" Description This work shall consist of the construction of extruded cement concrete curb at the locations shown in the Plans or designated by the Engineer Materials Materials shall meet the requirements of section 8-04.1 of the Standard Specifications. Construction Requirements Construction shall be in accordance with section 8-04.3(1)A of the Standard Specifications. t)K. Measurement Extruded Cement Concrete Curb will be measured by the linear foot along the line and slope of the completed curb. Payment The unit contract price per linear foot for "Extruded Cement Concrete Curb" shall be full pay for performing the work as specified. REMOVE AND RESET MONUMENT CASE AND COVER Description The work shall consist of removing the existing monument case and cover at Sta. C 3+43.69, storing until after the final course of surfacing has been placed and resetting in accordance with the Standard Plans and these specifications, at the location staked by the Engineer. Materials Materials shall meet the requirements of the following seotions: Concrete Class 3000 6-02 o \.-." .. J "'. I' ' .".' .\ \ I. 0 ! .,~: , ,~...:J:2tL~Jii~~;:" ' ~ -- z <.-; i= a:i \ a: ::; " ~::l! ...JU ug, ~!;!! w.....; ...J t- I (I) u..i -0: ~~I ~::i[ u.< ::l !Q 01 i!: ~Ii Zt- ~~ UJ ~' ::;;:) ::l g !!\i ~~!1; ::J:u t;:i= _0 z wen] u- i= ~;' ~ l',! ,0 . - -- - .~- .~ o o , \ ~ ~ .. " I . . construction Requirements The Monument case and cover shall be reset in accordance with section 8-13.3 of the Standard Specifications. Measurement Remove and Reset Monument Case and Cover will be measured per each. payment The unit contract price per each for "Remove and Reset Monument Case and Cover" shall be full pay for performing the work as specified, including excavating and backfilling. CEMENT CONCRETE SIDEWALK END RAMP of- Description This work shall consist of constructing cement concrete sidewalk end ramps in accordance with details shown in the Plans and these specifications and in conformity to the lines and grades shown in the Plans or as established by the Engineer. Materials Materials shall meet the requirements of Section 8-14.2 of the standard Specifications. construotion Requirements Construction shall be in accordance with section 8-14.3 of the Standard Specifications. Measurement Cement Concrete Sidewalk End Ramps will be measured by the square yard of finished surface. payment The unit contract price per square yard of "Cement Concrete Sidewalk End Ramp" shall be full pay for performing the work as specified. payment for excavation of material not related to the construction of the sidewalk end ramp but necessary before the sidewalk end ramp can be placed, when and if shown in the Plans, will be made in accordance with the provisions of section 2-03 of the Standard specifications, otherwise, the Contractor shall make all excavations including haul and disposal, regardless of the depth requi~ed for constructing the sidewalk end ramp to the lines and grades shown, and shall include all costs thereof in the unit contract price per square yard for "Cement Concrete Sidewalk End Ramp." i. ) .... ,/ '\ I- 0 o CONNECTING TO EXISTING DRAINAGE STRUCTURE ~~ Desoription Where shown on the Plans or where designated by the Engineer, the Contractor shall connect Plain Concrete Sewer Pipe to existing drainage structures. ~ j""' ~ !.,J -~ J-. --w ---..v --~~ - - -'1a'U!' - - o ~ o J \.: .~ ., - .. " . . z <. ::J:!z I-w a:;:E <::> Wu ...Jo Uc ~!:!:! W'" -'I- 00"- -0, ~~f C2::i 11.< 00 ::li _01 ::J:w I- J: I Z 1-1 ~~I ~~ g~ c !::1' Ww ::J:U I- f= I ~~j WOO U- - X~ b?'1 Z ~~ Materials Materials shall meet the requirements of section 7-05.2. construction Requirements The Contractor shall excavate completely around the existing drainage structure to prevent unbalanced loading. The drainage structure shall be kept in operation at all times and the necessary precautions shall be taken to prevent debris or other material from entering the sewer, including a tight pipeline bypass through the existing channel if required. All damage to the existing drainage structure resulting from the Contractor's operation shall be repaired at no expense to the contracting Agency. Measurement Connecting To Existing Drainage structure will be measured per each. payment The unit contract price per each for "Connecting to Existing Drainage structure" shall be full pay for performing the work as specified. MOUNTABLE ASPHALT CONCRETE CURB Description Where shown on the plans or where designated by the Engineer, the Contractor shall construct Mountable Asphalt Concrete Curb. (PK- Materials Mountable Asphalt Concrete Curb shall be constructed of an asphalt concrete mix that will have a dense, uniform surface and will fully retain its shape, grade, and line after placement. The mix components shall meet applicable requirements for asphalt concrete specified in section 5-04 of the Standard Specifications and shall be approved by the Engineer. construction Requirements Mountable Asphalt Concrete Curb shall be placed, shaped, and compacted true to line and grade with an approved machine capable of shaping and thoroughly compacting the materials to the required cross-section. If the mountable curb is to be placed in a separate operation not integral with the asphalt concrete pavement, immediately prior to placing the curb, a tack coat of asphalt at the rate ordered by the Engineer shall be applied to the surface upon which the mountable curb is to be placed. Measurement Mountablo Asphalt Concrete Curb will be measured by the linear foot along the line and slope of the completed curb. ,~ .r o ) J" " . I' 0 \~ I. o I ! IJI ...~:,. ..i.1Zf~i~~\;:~ -'. ~Ll - r-m-v - -. o ~ o .. " ./ . . Z :, < .' ::J:I- 1-1'5 a::E <::l Wu do en 01 oo~, ~ I-! en ~; -0 ~~I C2::i u.< !!la ::J:w I-::J: ZI- j:o zl- UJUJ :E~ g !Ai C !:::I UJw ::J:u 1-- !:!:b z woo u- -::J:. I- ? ~\ payment The unit contract price for "Mountable Asphalt Concrete Curb" per linear foot shall be full pay for performing the work as specified. METER AND BOX Description Where shown on the plans or where designated b Contractor shal relocate existing water Engineer, the boxes. Materials If required, requirements of the Standard e existing meter, removing the location shown on the Plans All damage to the w ter meter or Contractor's oper ion shall be contracting Agen to the ontract price for "Relocate Water Met and Box" will be for performing the work as specified. ~. .' 0 Description Where shown on ~.... Contractor shall ~~' Construction Requirem ts / '" All damage to the val Contractor's operation sn contracting Agency. by the Engineer, the valve box. . ",',' ,'" Measurement Adjust Valve Box will : .. :ii.',IF".:r, ','\,:~'. ': ">",.~.i",/<,;:\'>, ",,"',,""!. \"""','1."1."'1', " ,~ . ,.', ',' , ',. .,' ,'" ':~r~',:,',:}t;;'~<}l.~i' .!IMJIIl' ....,;,j.- ", the the the ---- .~ '.'; ^ i. ) --" " \, I' 0 o ""J 9 ,,/.(. "', I - V' -. I Z , ~gli a:::!: ~::l ..JU uO ooC, oow' w::J:1 ..J 1-1 00 11.1 -01 ~~I C2 ::i I u. . ',~ :I,' r ~ r;I~~f\t}}lY:, T - I -.:----- . 'WI - 17'1 --~ ~- -. o o .~ 'i .. " ^ . . payment The unit contract price performing the work full pay for POLY ROOT BARRIER Description Where shown on the plans or where designated by the Engineer, the Contractor shall furnish and place poly root barrier. Materials Poly Root Barrier shall be a commercially available, black goetextile landscape fabric suitable for the intended use and shall be approved by the Engineer. Thread used shall be high strength polypropylene, polyester, or Kevlar thread and must be resistant to ultraviolet radiation. Nylon threads will not be allowed. construction Requirements The area to be covered by the root barrier shall be graded to a smooth uniform condition free from ruts, potholes, and protruding objects such as rocks or sticks. The barrier shall not be exposed to sunlight during installation for a total of more than five calendar days. The barrier shall be laid smooth without excessive wrinkles. Pegs, pins, or the manufacturer's recommended method shall be used as needed to hold the barrier in place. The barrier shall be secured to the slope, but shall be secured loosely enough so that the fabric will not tear when the ornamental red rock is placed on i't. If the barrier is torn or punctured or the overlaps or sewn joints disturbed, as evidenced by visible geotextile damage, the damaged area shall be removed and the damaged area repaired 0~.4 replaced by the Contractor at no cost to the Contracting Agency~ . Joints will be allowed but shall be overlapped a minimum of 1 foot or sewn together. Measurement Poly root barrier will be measured by the square yard for the ground surface area actually covered. payment The unit contract price per square yard for "poly Root Barrier" shall be full pay to complete the work ~s specified. ORNAMENTAL RED ROCK -. .l ,.,:' / r\ o Doscription Where shown on the plans and where designated by the Engineer, the Contractor shall furnish and place ornamental red rock. Materialll The material shall be a commercially available red volcanic rock from 1/2" to 3/4" in size. (I) -I' ---~~-- r - Z :t ~~: I-w a::;:e ;5::l -,u UO ooC ooW w::J: -'I- 0011. ~~I C2::i 11.< !!l51 ::J:w. I- ::J:I ZI- ~~ 8~1 Ww ::J:u I-j:: ~o Z WOO u- j:: ~::J:,'.,. 0, Z . I:'L- --'- ~ --- ~ ~, '.0 ; .. ill' D 1111_15......- m--- - , \ 0, , l .;.\;il .i o ./ .. " . . Construction Requirements Placement of the ornamental red rock over the poly root barrier shall start at the toe of the slope and precede upwards. A minimum of 0.25 feet of cover is required. Measurement Ornamental red rock will be measured by the cubic yard in the haul conveyance at the point of delivery. payment The unit contract price per cubic yard for "Ornamental Red Rock" shall be full pay to complete the work as specified. \~. ~\. ' y-~ o - 3alnt z <. ::J:!z I-w c::::!: ;1j::l ,ide -,u uO the ooc 'Iole ooW w::J: the -'I- 0011. lof -0 ion ~~ Ian C2::i :he 11.< ch !as to ::J:w I-::J: es :!!;t-l 1e I- OJ is zl- ~~ a~ 8!:: II Ww ::J:u 1-- !:!:b z WC/l u- . i= ~. , 0, I z\ . . .1' " 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 . -27 . 28 29 30 : 31 :32 33 ~34 \35 36 37 38 '39 '40 41 42 43 44 45 46 47 I', 48 49 50 51 52 53 ~ 0' 1 .J '~ ~~ c; o .. " 'I Measure.Gnt 5.01 (} 'J '; r '. ~ ';.. r ; ~!' A. Measurement for polymer concrete will be made by the square yard of overlay in place. <, . ' Payment 6.01 A. The unit contract price per square yard for "Polymer Co!,crete Overlay" shall be full pay to perform the work as specified. EROSION CONTROL Description Section 8-01.1 is supplemented with the following: This work shall also include placing an erosion control blanket in accordance with these Specifications, as shown in the Plans, and as designated by the Engineer. , .', Materials Section 8-01.2 Is supplemented with the 'ollowing: excelsior malting as The excelsior matting shall be :. ,. .,.,' Kind and Variety o' % By Minimum 0/0 Minimum 0/0 Seed In ~Ixture Weight Pure Seed . Germination . .- .' Colonial, Bentgrass. 10 9,8 (min.) 85 \ 'f' t Red Fescue 40 39,2 (min.) 90 Perennial Rye 40 39.2 (mln,.) 90 White Dutch Clover ' '0' . 9.8 (min.) 90 (pre-Inoculated) Weed Seed ' 0.5 (max,) Inert and Other Crop 1.5,(max.) TOTAL 100.0 i. ) .J-' / o '''~ r' o 'I' 8RU2 IIMITH ROAD VICINITY TO 8NRR 532/5 02Wl1 D 130 T -- V'" .-.- ~;:;t~~ I Z <. ::J:I- I-ffi a:::!i <::l Wu -'0 uc OOw [l3::J: -'I- 0011. -0, :! ~: C2 ::i I II. <i !Q a, ::J:wl I- ::J:I ZI- ;:0 zl- w UlI ~~ g~! C~! wwl ::J:u 1-- ~~,'I woo u- t= :r., ~\J Parametrix, Inc. l~ -~~--,,-- III -. o o .. c' (t, RECEIVED FEB 09 1994 To: ~,-<-b....y-fJ~ .:;: ~-=D '" C. O. p....J , JEFFERSON COUNTY PUBLIC I-NOPY:<:l OF;PT Date: 2../7/":7' Project No: chi "",-c.-c~.. From: ?cJ- Lwtlu, { ~ W8shln~ton ..m._.'_._'_'_"'''~_ .&5700 Kit~-;;~ w~y Suite 202 Bremerton. WA 98312.2234 206.377 .00 14 206.383.1835 Fax: 206.479-5961 !:J 5808 Lake Washington Blvd. N.E. Kirkland. WA 98033.7050 206.822.8880 Fax: 208.889.8808 [] 1231 Fryar Avenue P,O, Box 460 Sumner, WA 98390.1516 206.863.5128 206-838-9810 Fax: 206.863.0948 ~~l!f1.~.f!__.,_",_ ..-...._--_..-... ~J 7820 N.E. Holman Sulle B.6 Portland, OR 97218.2859 503.256.5444 206.694.5020 Fax: 503.256-4221 [J25 N. Wenatchee Avenue Suile 207 Wenatchee, WA 98801.2236 509.664.3290 Fax: 509.863.8816 Toxas CJ 10540 Rockley Roed Suile 300 Houston, TX 77099 713.530.1920 Fax: 713.530.6744 - " }~ /U.. r '"YJA2IL. ':!f!.~lI.l!.._ _ .'".__ C] 1164 Bishop Street Suite 1600 Honolulu, H19G813.2832 808.524.0594 Fax: 808-523.2995 We are transmitting the following materials: _Dr-""-+~rJrd'.vM~d-'.a_-b.~ Comments: _z_br:i w~-L-r-tW~~ {f~L~-cr-J~_W~~~-C4J.!tIl.~-'-- fi;.L (7J -I. . These are: ,J Per your Requost U For your Information I.! For your Rovlow and Approval i" i For your Fllos .>( For your Action SlncerelYi ~ cc: ) ~. - I' 0 ~ , ""j -~ c; o ,) :;? I' ,; ',.'~ ~, LJ' '.- Z ~~i I- Wi a: :::E' ~::l( -,U U8\ OOw 13::J: -'I- 00 ....1 -01 w~1 ~::il II. <I oo::l x~1 I- ::J:I ZI- ~~I :E~ gS; c_ Ww ::J:u 1-- !:!:13 Z WCIl,J U- -::J: ~~! o . o 1 ,.., -~ C; o .. ", ^ . . PRELIMINARY ESTIMATE TOTALS Chimacum Road Improvements EST. UNIT ITEM UNIT QUANT. PRICE AMOUNT I Mobilization L.S. LS. 535,028.00 535.028.00 2 Clcarin~ and Grubbin~ ACRB 1.26 54,000.00 55,040.00 3 Removal of Structures and Obstructions L.S. L.S. 51.000.00 51,000.00 4 Rcmovinp Tcmoorarv Pavement Marki",! L.P. 6,000 50.03 5180.00 5 Roadwav Excavation IncludiOlz Haul C.Y. 2,363 58.00 518,904.00 6 Embankment Compaction C.Y. 116 53.00 5348.00 7 Catch Basin Tvne 1 EA. 12 5800.00 59,600.00 8 Ad'ust Catch Basin EA. 2 5300.00 5600.00 9 Catch Basin Tvne 2 48 In. Diam. EA. 16 51,400.00 522,400.00 10 Testin.. Storm Sewer Pine L.P. 1,810 51.00 51.810.00 11 Plain Concrete Storm Sewer Pine 12 In. Diam. L.P. 324 520.00 56,480.00 12 Plain Concrete Storm Sewer Pine 18 In. Diam. L.P. 1,394 $22.00 530,668.00 13 Plain Concrete Storm Sewer Pine 24 In. Diam. L.F. 92 $30.00 52,760.00 14 Conncctinl! to Existim! Drainal!c Structure EA. 7 5300.00 52,100.00, 15 Gravel Base TON 3.810 58.00 530,480.00 16 Crushed SurfacinR Top Course TON 1.257 512.00 515,084.00 17 A.nhalt for Tack Coat TON 5.3 5250.00 $1,325.00 18 Cement Concrete ACDroach 3 Dav S.Y. 536 $35.00 $18,760.00 19 A'Dhalt Concrete for PrelevelinR Cia.. B TON 1,240 $35.00 $43,400.00 20 A.nhall Concrete Pavement Class B TON 2,840 $40.00 5113,600.00 21 ASDhalt Concrele ADDroach CIa.. B TON 13 $50.00 5650.00 22 Adiu.t Valve Box EA. 4 5100.00 5400.00 23 Seedin~, Pertilizin., and MulehinR ACRB 0.6 51,500.00 5900.00 24 Temoorarv Water Pollution/Bro.ion Control EST. 51,000.00 25 Cement Concrete Barrier Curb and Gutter L.P. 2,633 58.00 521,064.00 26 Extruded Cement Concrete Curb L.P. 330 53.00 5990.00 27 Mountable Aanhalt Concreto Curb L.P. 248 54.00 5992.00 28 Paint Strine L.P. 9,910 $0.10 5991.00 29 Pla.tlo Cro..walk Strioc L.P. 510 51.75 5892.50 30 Pla.tle Ston Bar L.P. 94 52.00 5188.00 31 Plexlhle Guide Po.ts EA. 44 525.00 51,100.00 32 Plastic Trame Arrow L.P. 16 $45.00 5720.00 33 Raised Pavement Marker Tvpe I HUND. 0.39 5300.00 5117.00 34 Ral.ed Pavement Marker Tvne 2 HUND. 0.77 $300.00 5231.00 35 TemOO1'Brv Pavement Markin. L.F, 13,000 50.06 5780.00 36 Pennanent Slllnlnll L.S. L.S. $250.00 5250.00 37 Channell1.atlpn Devices L.S. L.S, 55,000.00 55 000.00 38 Contractpr Piloted Trame Control HR. 80 525.00 52,000.00 39 Trame Cpntrol Suoervlsor DAY 70 5200.00 514,000.00 40 Tramo Conlrol Labor HR. 1,000 525.00 525 000.00 41 Con.tructlon SI.n. Cis.. A S.F. 196 510.00 51 960.00 42 Struclure ExoavAtlon Cia.. B Incl. Haul C.Y. 1.612 57.00 511 284.00 43 Shoring or Extra Bxeavatlon Cia.. B S.F. 17,184 $0.10 51 718.40 44 Oravel Backfill for Pine Beddln. C.Y, 149 522,00 53 278.00 45 Water MOAL 51 S15.0II 5765.00 46 Cone. ClAn 3000 C.Y. 0.1 5150,00 515,00 47 Monument Ca.. nod Cover BA, 9 5250.00 52 250.00 ",,'; \.\(1'" _ P\l,J I.. ) ,J' / ,,/ .. ..':, Y' I' 0 o '!/,.....,.';~.::t:.'-~,~'vtc.-\f'.:,'~.,:~,.. \;/,'."1:"- ~ ,......'1.~ "/, ; ",.t \:.'~ ,;/ - \-:.:~., ;.I_!.../, ':\~~~'-':'.".. ,,~ I.>f}~.~?;_~""-"" ~.~. 1-": i-"; ~:t :'1 ~..-".'~7-;,\ .....-r~./ ,:~.' :;,',:." '~.-' i\j~"',l:..,. ,I."{ / _'~ ~':",,"" ~,t.,:...:r.:.V':"","',\'~"'.~"~", I;,'~";. ~ ':,'; - ~.1''','I:..""" _ Z ' ~~If I-w a:::E ~::l -,U ug ~~ ~I- 0011. -0 ~~ C2::i 11.< oo::l' _0 ::J:w I-::J: ZI- ~~ w ::::::3 ::l u 8t:: ww' i=S:! ~b Z woo u- i= ~::J:" o , Z ' . I .1 .71 J .';\,j 'il 'i{ , ;1), ij ;, < ;; ~ 01 l' 'i \~~ ( t' ,!' . , f .t/d . :;~;;X:I,:i~;f'~'~,-~,~, I. <",' ' '<, . ;", ,,/: 1,~ ,'" \ '_. _:.' , "'"'j';,'" ";:'~:X"t' ;,-;!,." ::(,-,:': t,-' ,"'-.-: V:' """',' o .. " . . 48 Cement Concrete Sidewalk S.Y. 770 $12.00 $9,240.00 49 Remove and Read Monument, Casc and Cover EA. 1 5200.00 $200.00 50 Roadside Cleanuo EST. $1.000.00 51 Trimmin. and CleanuD L.S. L.S. 51.000.00 $1,000.00 52 Cement Concrete Sidcwalk End Ramp S.Y. 30.0 $1.5.00 5450.00 53 Connecti... to Exiatin.. Draina... Structure EA. 7 5300.00 52.100.00 54 Poly Root Barrior S.Y. 80 51.50 $120.00 55 Ornamental Red Rock C.Y. 7 596.00 $672.00 Subtotal B/4 Items 1-55 Engineering J 5... Contingency 5... TOTAL BID $472,884.90 $70,932.74 $23,644,25 $567,461.88 , ;~' , (Jt;, I".,."~ " ..~ ,It .\;,,' J!" '''f~: :', ~''''" J "\~ ri( ~\\ ,{ v( ~~'.." f; ,(J.N',j..: .' ,'" :";,1~ ;,1, ~......, . ',,' , / ;0 ~~ I..;: '\ /" " ;.' ~'''~/>.5:X:,' , , . :~>\,',,::;:-':;-;'i; ~'fF~r- JBmImIlr ~_u 1UfiU~----1IZ.1II!:1!Wh.~"'" -a.lJmllRIM -w- ......... o o (: -~ l..:j -- fill " I z ~...: I-ffi 0:::0 ~::l -,u uO ooC ooW w::J: -'I- 0011. ~~I i2::i 11.< ::l !Q 01 ::J:w I-::J: ZI- ~g Ww ::J:u 1-- !:!::b z woo u- ~~! C ~.~,,\:~i,h 'Wi" ,"0:.:, .;-g~-;"ift, ' ;$~~? - ~~. .~~~..l, ~)<<:"!;~'f!". .~ \, --10 ~953 JEFFEfSON COUNTY ?os.,$, E. CH-f~L.:r DEPARTMENT OF PUBLIC WORKS \ 1820 Jefferson Street P.O. Box 1220 Port Townsend, WA 9836B (206) 385-9160 Gary Rowe, P.E., Director / County Engineer April 22, 1994 Attn: Mr. Jim Werle Washington state Department of Transportation City/county Liaison Engineer District 3 Local Programs P.O. Box 47440 Olympia, WA 98504-7440 Re: Request for DBE participation goal for Chimacum Road Improvement, CR09S3, Federal Aid No. RS-Q161(002). Dear Mr. Werle: Submitted for review is the engineers estimate for above referenced project. Included are work elements involved that may be conducive for DBE participation. To assist in establishing a DBE goal, item quantities and associated costs are shown for work items. Worle is now being completed on final P.S.&E. and it would be helpful if this information could be included. If you have any questions, do not hesitate to contact me. \...-- , S~relY'~ Aubrey almer i. ) "', ,,' . o \ y' o xc: CR09S3, corres. .,'ftflIII*........,....,.'"'~n 100Qb Rocyclod Paper i .~ ; ,~, :..:-/jj}:J!:",iillJ:' :':;,) :", :J""/"b 1,,1..'..,'.,,1 (of. ,". ,', ;1. ,;1-J.y ':1 ~N'::..l', 'i ,".1.,' ;,i;":;t';;:i. }.,~I' ;" ,'" \",..' " ': ,}' riA;" ;,"'"i ,.'1 ,', ":,;". r I'; 'to', -"";'" ,'"\,,,',,"',,:""("'. ,1i!l!Qt'~ I z <. ::J:I- !z! W' a: :;: \ ~::lr -' U\ ug, ~~! w~' ...J ......! (J)u..1 -0: W~' ~::if .....<1 en ::ll _01 ::J:w t- ::J:j Z 1-' ~~,I ww ~~ g~1' Ww ::J:u t-- !!:b ..z[ t:J!!1J i= ~:' o "'J Z - \ .0 . o o .. " ! \ - "V.. 'i I' I I l '. ) ~. , I' " \ ,. "~ \ . PRELIMINARY ESTIMATE C 'J/~: /"1:' o o TOTALS Chimacum Road Improvements EST. UNIT ITEM UNIT QUANT, PRICE AMOUNT I Mobilization L.S. L.S, $36.000,00 $36.000.00 2 Clearin. and Grubbing ACRE 1.26 $3.000.00 53.780.00 3 Removal of Structures and Obstructions L,S. L.S. $1.000,00 5\,000.00 4 Remnving Temoorarv PavemeDl Markin2 L.P. 6.000 $0.04 $240.00 5 Roadwav Excavation Includin~ Haul C.Y. 2.363 58.00 $18.904.00 6 Embankment ComoactioD C.Y. 116 $3,00 $348.00 7 Catch Basin Tvoe I EA. 12 5800.00 $9.600.00 8 Adjust Catch Basin EA. 2 5300,00 $600.00 9 Catch Basin Tvoe 2 48 In. Diarn. BA. 16 $\,400,00 $22.400.00 10 Testin2 Stann Sewer Pine L.P. 1.810 $1.50 52,715.00 11 Plain Concrete Stann Sewer Pipe 12 In. Diam. L.P. 324 $20.00 $6.480.00 12 Plain Concrete Storm Sewer Pice 18 In. Diam. L.P. 1,394 $22.00 $30.668.00 13 Plain Concrete Storm Sewer Pille 24 In. Diam. L.P. 92 $30.00 $2.760.00 14 ConnectinK to Existin. D1'3ina~e Strucrore BA. 7 5300.00 52.100.00 IS Gravel Base TON 3.810 $8.00 $30.480.00 16 Crushed Surfacin2 Too Course TON 1,257 $12.00 $15.084.00 17 Asphalt for Taek Coat TON 5.3 $250.00 $\,325.00 18 Cement Concrete Aooroach 3 Dav S.Y. 536 $35.00 $18.760.00 19 Asphalt Concrete for Prelevelin2 Class B TON \,240 $35.00 543,400.00 20 Asphalt Concrete Pavement Class B TON 2,840 540.00 $113.600.00 21 Asohalt Concrete Aooroach Class B TON 13 540.00 5520.00 22 AdluS! Valve Box EA. 4 5100.00 5400 .00 23 Seedin.. Pertilizin'. and Mulchln~ ACRE 0.6 $\'500.00 5900.00 24 Temoornrv Water Pollution/Erosion Control EST. $1,000.00 25 Cement Concrete Barrier Curb and Guner L.P. 2,633 58.00 $2\,064.00 26 Extruded Cement Concrete Curb L.P. 293 $3.00 $879.00 27 Mountable AsohaJt Concrete Curt. L.P. 248 $4.00 $992,00 28 Paint Strioe L,P, 10,115 $0.10 5\,011.50 29 Plastic Crosswallc Strine L.P. 510 $1.75 $892.50 30 Plastic Stan Bar L,P, 94 $3.00 5282,00 31 Flexible Guide POSlS EA.. 44 $25.00 $1,100.00 32 Plastic Traffic Arrow L.P, , 16 545,00 5720.00 33 Roised Pavemenl Marker Twe I HUNO, 0.39 5300.00 $117.00 34 Rol,ed Pallement Morker Tvne 2 HUND. 0,77 $300,00 $231.00 35 Tcmnororv Pavement Morldn. L,P. 13.000 $0.10 $1,300.00 36 Pennonent SI.nino L.S. L,S, $4.600.00 54,600,00 37 ChonneUzaUon Oevlces L.S. L.S. 55,000,00 $5,000.00 38 Contractor Piloted Traffic Conlrol HR, 80 $32.00 $2,560.00 39 Traffic Control Sunervi.or DAY 70 5200.00 $14,000,00 40 Traffic Cnnlrol Labor HR. \,000 $25,00 $25,000.00 41 Construcllon Si.... CI... A S,P, 196 $10.00 $\'960,00 42 Slructure BxcaVallun Cia.. B Inel. Houl C,Y, \,612 $7.00 511,284.00 43 Shorin. or EXlra Excllvation Clo," B S,P, 17,184 $0.50 $8,592.00 44 Grovel Backfill for Pine Beddln. C,Y. 149 $22,00 $3,278,00 45 WilIer MGAL 51 $15,00 5765.00 46 Cone, Cia," 30()() C.Y. 0.1 $150,00 $15,00 47 Monument Cnsu lInd Cover BA. 8 $200.00 $1,600,00 v- ,- I ~ ., ::J:~' I- ffi \ a:::E <::l Wu -'0 uc ~~ ~I- 0011. -0 W ::E~t C2::i II. <, oo::ll _0 i= ~j ZI- ~~ I~ Ww ::J:u 1-1= !!:o Z wen u- 1= ;Z:, o~, z~ ; ,I '. .,. ~illiZHl~r - ~._~- --III! - - -iIIlJM o o ( *'1( "" .. ., :' 48 49 50 51 52 53 54 ""r. QUANT. 770 I AMOUNT 59.240.00 5200.00 51,000.00 51,000.00 5450.00 5120.00 $672.00 $482,989.00 m,44/J.35 124,149.45 $579,586.80 UNIT PRICE 512.00 5200.00 UNIT S.Y. EA. EST. L.S. L.S. S.Y. 30.0 S.Y. 80 C.Y. 7 Sub/o/Dl B/4I/.ms I-54 EngIn.ering 15o,c, Collling.ncy So,c, , TOTAL BID 51,000.00 515.00 5 !.SO 596.00 '.-- -i. -..... \---. o - ~- 1 --....-.--- :~ I z <. ::J:!z I- LJ.J ' ex: :::!: \ <::l( dg, c: (/)w: ffJ ::J:: -.oJ .... : CI) u..1 -0: :E ~i ~::il u.. ;31 Cl)o' 5: LJ.J I I- :1:: ~ 1-1 !z ~I LJ.J LJ.JI ~~ 8~1; LJ.Jw ::J:u 1-- !:!:b z WCl) u- - :1:, I- I-"J' 0,' Z \, ,0 . I .. ..... Yl, - - - o o .. .... c ~), Washington State Department of Transportation Sid Morrison Secretary of Tram;portation Transportation Building P,Q, Box 47300 Olympia, WA 98504-7300 May 6, 1994 Mr. Gary Rowe Public Works Director Jefferson County 1820 Jefferson Street Port Townsend, WA 98368-5724 Jefferson County Chimacum Road Improvement RS-Q161 (002) Dear Mr. Rowe: . The WSDOT DBE program, approved by FHWA, requires that each local agency project be evaluated to determine the feasibility of including DBE goals. The goal setting process is based on applying the following criteria to each project: 1. Dollar amount of the contract to ensure that it is large enough to permit efficient subcontracting. 2. Work content of the project which has the potential of being subcontracted. 3. The availability of qualified enterprises having the potential to do the required work. 4. The geographical area in which the work Is to be undertaken. This office and the District Local Programs Engineer have applied the criteria and mutually established a 10% DBE goal for this project, Should you feel that the established goal is too high, you may submit a request to have It lowered. The request must conslCler the above criterIa and include a copy of the current construction estimate, II Sincerely, . ..~C..Q HENRY C. BASH, P,E, Operations Engineer Local Programs Division HCB:ch DLM cc: Bob Holcomb, Dlst. 3 /7440 ~- lJ! - ) /' " V'" ---~~- -~ 'i -!.. , .. Q ,."\",~ \ o ~l .:;;S:~ ,~ it ; ,..., Z <t-= :I:z' I- w' a: ::e : i5 ::l r ...Jul uO en c! en W' w~! ...J 1-1 en 11.1 -CI ~~i Q!i ::i! u. :s I ~ol :I: wi I-::J: z 1-' - I !z ~I WLLl ~~ uCt!., 821: Ww :I:u t;:~ -::~l woo u- ~8.': 0, Z <;. . -----_..- - - - -~ - -.. o o lIB " l-1 c . Parametrix, Inc. ~E"C. IJ/Z/9S II Date: January 11. 1995 P.O. Box 12~ Port T~_J/A 98368 Project No: ---1.3.::1a20-02 ~HIIMACUM RO~ 0953 From: Brian Bailey ~~!.'!...~_9,~'!.!!..~__...~,__~:_..._~ ._~____._~____~..__.__;__",.__ ____~..:."______,...:,_" al 5700 Kitsap Way 0 1231 Fryar Avenue Suite 202 P,O. Box 460 Bremerton. WA98312.2234 Sumner. WA 98390.1516 206.377.0014 206-863.5128 206.383.'835 206-838.9810 Fax: 206.479.5961 Fax: 206.663.0946 Q!~fJ.~~.____~,._. __ __,_.___.__~ o 7820 N,E, Holman Sulle B.6 Portland, OR 97218-2859 503.256-5444 208.694.5020 Fax: 503.256.4221 /:I!_w!'.II.__________ ._.___ o 1164 Bishop Straet Sulle 1600 Honolulu. HI 96813.2832 808.524.0594 Fax: 808.523.2995 o 5808 Lake Washington Blvd. N,E. Suite 200 Kirkland, WA 98033.7350 206.822.8880 Fax: 206.889.8800 o 25 N, Wenatchee Avenue Suite 207 Wenatchee. WA 98801.2236 509.664.3290 Fax: 509.683.8818 r~-!~___._~.__.______..._._.~. _"_' o 10540 Rockley Road Sulle 300 Houston. TX 77099 713.530.1920 Fax: 713.530.6744 (1:/i!f.:tI.d'''''lP~r\~) v'" a We are transmitting the following materials:~' diskettes' containi ng all AutoCAD R12 data. and a copy of the drawing information notes pertaining to the drawing set. " Comments: -1n...:tlle_e..'LenLtller.e...iLany...m:ls,siog...1nformatiorLO,r....datao-llleas,e...caU..~ These are: Oi Per your Request o For your Information o For your Review and Approval o For your Fllas o For your Action Senl via: !XI U.S. Mall o Courier o Express Ovarnlght Cl Olhor. 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''VI'' .-. ........-. .__......._'u___.. . --,_.. -S:"-= .~/~E..; ():5'D;:?>,:,__. ----. __.... _.. _'_ ----.J 6 :: P1A~~.:; ~'1() .:: / ~ ... . -.-. 7.: t.JII,'7i:..::-3"o t: /:..... .. , $9=- ~7:'~.1'A= ;Z~=.yv ".('"" -- '" ;,~, '" (),.:>()"'I,e:... , .. It>:' ~;)J~.:t5:IV; li-" (j~) ~ $io ::-1" ' . /2.;: <i~k1;:;: Ill.Sb ..3 k' /3."' JjJb '~,'25':::1 v"," 1'I::l1l4Wp~.z5'.1 ./ Ih 1;J;; :: (), z:>: / /' ---- -- I '--'''--l J . i -...J '. '. ) "'/1 {)U fJIP) J ,.1" / . '. 0 \. \"~ o \..J :..ILf o ,- .. . ~ << c f:' ' }. .," '~" I z , <. ::J:!z I-w a:::E jj::l -IU uC ooC ooW w::J: -II- OOLJ. -0 ~~ C2 ~, II. ::l' 000' Xwl I- ::J:' ~ 1-[ 1-0 ~~I a~ O~'. ~ :'1' ::J:u 1-- !!:~I wOO u- i= ~, C / Z \ ENGINEERS ESTIMATE 03106195 Chlmacum Road Improvement, CR0953. 01:35 PM Federal Aid No. RS-Q161-(002) ITEM UNIT EST. UNIT AMOUNT NO ITEM QUANT. PRICE PREPARATION 1 Mobilization L.S. L.S. @8% of total $39,854.70 2 Clearing and Grubbing ACR 1.26 $4,000.00 $5,040.00 3 Removal 01 Structures lind Obstructions L.S. L.S. $1,000.00 $1,000.00 4 Removing Temporary Pavement Marking L.F. 6,000 $0.05 $300.00 GRADING 5 Roadway excavation Including Haul C.Y. 2,363 $7.00 $16,541.00 6 Embankment Compaction C.Y. 116 $3.00 $348.00 STORM SEWER 7 Catch Basin Type 1 EA. 12 $800.00 $9,600.00 8 Adjust Catch Basin EA. 2 $300.00 $600.00 9 Catch Basin Type 248 In. Olarn. EA. 16 $1,500.00 $24,000.00 10 Testing Storm Sewer Pipe L.F. 1,810 $1.25 $2,262.50 11 Plain Concrete Storm Sewer Pipe 12In.0Iam. L.F. 324 $20.00 $6,480.00 12 Plain Concrete Storm Sewer Pipe 18 In. Clam. L.F. 1,394 $22.00 $30,668.00 13 Plain Concrete Storm Sewer Pipe 24 In.Olam. L.F. 92 $30.00 $2,760.00 14 Connecting to existing Drainage Structure EA. 7 $300.00 $2,100.00 SURFACING 15 Gravel Base TON 3,810 $8.00 $30,480.00 16 Crushed Surfacing Top Course TON 1,257 $12.00 $15,084.00 UQUIO ASPHALT 17 Asphalt lor Tack Coat TON 5.3 $300.00 $1,590.00 , CEMENT CONCRETE PAVEMENT 18 Cement Concrete Approach 3 Day S.Y. 536 $35.00 $18,760.00 ASPHALT CONCRETE PAVEMENT 19 Asphalt Concrete lor Prelevellng Class B TON 1,240 $40.00 $49,600.00 20 Asphalt Concrele Pavement Class B TON 2,840 $40.00 $113,600.00 21 Asphalt Coner.ate Approach Class B TON 13 $50.00 $650.00 EFIOSlON CONTROl AND PLANTING 22 Seeding, Fertilizing, and Mulching ACR 0.6 $2,000.00 $1,200.00 23 Temporary Water Pollution/Erosion Control EST. EST. $1,000.00 $1,000.00 TRAffiC 24 Cement Concrete Barrier Curb and Guller L.F. 2,633 $8.00 $21,064.00 25 Extruded Cement Concrete Curb L.F. 330 $2.75 $907.50 26 Mountable Asphalt Concrete Curb L.F. 248 $4.00 $992.00 27 Paint Stripe L.F. 9,910 $0.15 $1,488.50 28 Plasllc Crosswalk Stripe L.F. 510 $1.75 $892.50 29 Plastic Stoo Bar L.F. 94 $3.00 $282.00 30 Flexible Guido Posts EA. 44 $25.00 $1,100.00 31 Plastic Trafllc Arrow EA. 16 $45.00 $720.00 32 Raised Pavement Marker Type 1 HUN 0.39 $300.00 $117.00 33 Raised Pavement Marker Type 2 HUN 0.77 $300.00 $231.00 34 TemDorary Pavement Marking L.F. 13,000 $0.18 $2,080.00 35 Permanent Slonlng L.S. L.S, /! $4,800.00 36 Channelization Devices L.S. L.S. rl5~OllO '00 $5,000.00 37 Conlractor Piloted Tralllc Conlrol HR. 80 $35.00 $2,800.00 38 Traflle Control SU/Jorvlsor DAY 70 $200.00 $14.000.00 39 Tralllc Control Labor HR. 1,000 $25.00 $25,000.00 40 Conslructlon Signs Class A S.F. 198 $10.00 $1,960.00 '- ,1 . '. ) .... / . I- 0 .:~ o "" .. -. "i'..V' ,'., i';~:<' '\:"I;'~:~i:;f~1 - -- -.. l"lrD"iolII ---....--- 1I1fl1E'.:11~ o . . ~l ~~ - , .' J~.: ". , z, ~""'=1 I- ffi I a: ::Ell ~::l -'u u8, OOw' ffi::J:1 -' 1-1 00 11., -0' :E~ ~::i 11.< ~8 ::J:w ~ i=1 !z~ ~~ c_ ww ::J:u 1-1= !:!:o z Wc/l ~~i ~ '. ENGINEERS ESTIMATE 03106195 Chlmacum Road ImprO\/8l1lllnt. CR0953, 01:35 PM Federal Aid No. FlS-Q161-(002) ITEM UNIT EST. UNIT AMOUNT NO ITEM QUANT. PRICE OOiER ITEMS 41 Structure excavation Class B Incl. Haul ' C.Y. 1,612 $7.00 $11,284.00 42 Shoring or Extra excavation Class B S.F. 17,184 SO.50 $8,592.00 - 43 Gravel Backlllllor Pipe Bedding C.Y. 149 $20.00 $2,980.00 44 Water MGA 51 $15.00 $765.00 45 Cone. Class 0000 C.Y. 0.1 $200.00 $20.00 46 Monument Case and Cover EA. 9 $200.00 $1,800.00 47 Cement Concrete SIdewalk S.Y. no $15.00 $11,550.00 48 Remove and Rasat Monument, Case and Cover EA. 1 $200.00 $200.00 49 Roadsld9 Cleanup EST. EST. $1 ,000.00 $1,000.00 50 Trimming and Cleanup L.S. L.S. $2,000.00 $2,000.00 51 Cement Concrate SIdewalk End Ramp S.Y. 30 $15.00 $450.00 52 Poly Root Barrier S.Y. 80 $1.50 $120.00 53 Ornamental Red Rock C.Y. 7 $96.00 $672.00 Subtotal bid lIems 1-54 $498,183.70 engineering 15% $74,727.55 Contingency 5% $24,909.18 TOTAL BID $597,820.43 TImber Tax Collection - Contractor to be Inlormed 016.5% tax will be collected on timber harv881ed within our RIW. TIme 01 collection Is at time 01 log scaling. Dept. 01 Revenue Collects lax. TImber becomll8 property 01 contractor with value rellected In bid price? Special provlslon necessary to advise contractor 01 the timber tax. '- \...,.. . i. ,.:'"~ ,\.. o . o - T III - --v---.- - - - --- - o ~a~;;!Jt;;';.'.;:!:.'u o \. -~ ~ .. . , r ',.:,.~','''.lr,,' 'ii' 'f ;,','~,:,-' ~f '.-.-----.-----.-------.:---- ____.__.___'___m_______. __"'1', t I ~ , Z <. ::J:I- I-al a: ::E' <::If UJu dot ooC ooW UJ::J: -II- 0011. -0 ~~i C2 ::i I II. <, ::l' !!2o i= ~i Z 1-, ;: Oi Z 1-, wwi ~~ U tL', 8~ w~11 ::J:u :: ~, _CI w~1 u-) ~ i=:j' 0' Z\ P~~a~~trjx~ .'nc. ,~ To: _..m__~?~_n.~~~x.~.~,cJ ....____,,____ ___il~0'.E!!:~o.n_~ou.r:!~__.______.__. Date: ~pri2._!4, 1995 Project No: ..1.1=1820-02 ______ . ____}~p_ar.1;men1; .Cl.L~lJ~.lJc\.'l()rks._. "'...____ __._..,.~~9.~_~o_x__!??Q.__.l'ort !.()~~nd ..J:I~ 98368 _CHH~CU~l RO@._____.____ From: Sri an Sa i1 ey Washington X 5700 Kitsap Way Suite 202 Bromorton, WA 98312.2234 206.377 .0014 ~06.383.1835 Fax; 206.479.5961 1231 Fryar Avenue P,O,80x 460 Sumner, WA 98390.1516 206.863.5128 206.838-9810 Fax; 206.883.0946 OrE!g~n 7820 N,E. Holman Suilo 8-6 PorllanrJ, OR 97218.2859 503.256.5444 206.694-5020 Fax: 503.256-4221 Hawaii 1164 Bishop Street Suite 1600 Honolulu, HI 96813.2832 808'024.0594 Fax; 806.523-2995 S808 Lake Washington Blvd. N.E. Kirkland, WA 98033.7350 206.822-8880 Fax: 206.889-0808 25 N, Wenatcheo Avenue Suite 20'/ Wenatchee, WA 98801.2236 509.864.3290 cax: 509.663,8818 ~ .'~ " " , r We are transmitting the following materials: __OnLSe.t__O.L21Lo.r.tgJ.na.LmyJ_ax:.s.._.L.d.isKe.tt.eL_._. _..wi t,h..cQ.r.r.E!.S p.ondJ,r19..9,i9LtClL1BfQrmat.i.OJUll1d..pr.aw.in9_109 ..SbeeLde.ta.LU 09_[1..1e._ __.._..i'O'f9_rma.t,j9_1l._._._._.._.____...,...,_._._.__._,__. ______..________,____,__._.____..____..._____'_.___ Comments: _..f.Ll~~i1!'.~_J.!1__~'!~~~!J.!?.!?.1..~..f..Cl.!'.!!)!!t , _,.,..ga..~I:L.e__xecu~ b 1 e conta i nU!Rp-J.jgI!JlL __.___.f.iJ.e3...~.n_d_.~_l!efl'O'l:'.Lf_~Le~.....J.f.you J1.~!:.~~Lg~~tJ.~~~_~ se ca 11 me. o ) ,,I . These are: Por your Roquost For your Information For your Roview nnd Approval X: For your Filos For your Action II' 0 o .:~~._......_--_..._- cc: I3I3/tj ~~:::::::-~~~~?J0S,:1..,2t~::'.'::'..:j'.,~~:~.":....:ii~~VI_~.~~'~~';'IJBlJ;l .~~jJ~'li:~ z <.,.: i= as' 0:: ~' <::ll ~g\ Uc ~w. w::J:' -' 1-, 00 II. I -0 ~~I <-I 0::-' u.. :31 000' ~w! ::J:, Z 1-' .....-0: Z 1-' wW' :::E ::I), ::l C, U((1, 821 UJ wl ::J:u ~~I _0, w~\ U-J i= ::J:,. OIe'I Z ",J o . ',~ ..J .,~~'aw . o o \. ~ ~ .. o .. .. ORNER CODE HP = Hewlett Packard MM = McNeel Mono MC = McNeel Color PLOTTER MODE C = Color D = Draft Mode P = Pinal E = Enhanced JOB #: 13.1820-02 PROJECT NAME: CHIMACUM ROAD IMPROVEMENT PROJECT. SCHEDULE A Sheet Driver Plotting Plot Drawing Pile Name Size DescriPtion Mode Mode Scale Scale TITLEPG.DWG 24X36 TITLESHEET-SHEETln8 MM P 1=50 I-50 II TITLEPG.PCP PLOT CONPIGURATION PERAMET!!RS - - - - TITLEPG.SCR LAYER RESTORE SCRIPT - - - - SlJMOTY.DWG 24X36 SUMMARY OP OUANTITlES . SHEET 2n8 MM P I-I I-I 10: I' SUMQTY.PCP PLOT CONPIGURATION PERAMET!!RS - j: SUMQTY.SCR LAYER RESTORE SCRIPT OUANTAB.DWG 24X36 OUANTlTY TABULATION - SHEET 3/28 MM P I-I 1-1 s: I QUANTAB.PCP PLOT CONPIGURATION PERAMETERS f$: QUANTAB.SCR LAYER RESTORE SCRIPT - - - - al STRNOTBS.DWG 24X36 STRUCTURE NOTBS . SHEET 4/28 MM P 1=1 ] I ~ I STRNOTBS.PCP PLOT CONPIGURATION PERAMETERS - - -- - STRNOTBS.SCR LAYER RESTORE SCRIPT - - - - " '" TEMPLI.DWG 24X36 ROADWAY SECTIONS A THRU P - SHEET 5/28 MM P 1=50 I-50 II TEMPL.PCP PLOT CONPIGURATION PERAMETERS -- - - - TEMPL.SCR LAYER RBSTORE SCRIPT - -- TEMPL2.DWG 24X36 ROADWAY SECTIONS G THRU M - SHEET 6/28 MM P 1=50 1=50 II TEMPL.PCP PLOT CONPIGURATION PERAMETERS - TEMPL.SCR LAYER RESTORE SCRIPT TEMPL3.DWG 24X36 ROADWAY SECTIONS N THRU T - SHEET 7/28 MM P I-50 I-50 II TEMPL.PCP PLOT CONPIGURATlON PERAMETERS -- TEMPL.SCR LAYER RESTORE SCRIPT -- TEMPL4.DWG 24X36 ROADWAY SECTIONS U THRU Z -SHEET 8/28 MM P I-50 I-50 II TEMPL.PCP PLOT CONPIGURATION PERAMETERS - -- - - TEMPL.SCR LAYER RESTORE SCRIPT - - - - TEMPL5.DWG 24X36 PARKING LOT SECTIONS AA THRU BB - SHEET 9/28 MM P I-50 I-50 II TEMPL.PCP PLOT CONPIGURATION PERAMETERS - - TEMPL.SCR LAYER RBSTORE SCRIPT TEMPL6.DWG 24X36 SHOULDER SECTIONS A THRU 0 AND DRIVEWAY MM P I-50 1-5U II APPROACH AND REPAIR SECTION - SHEET 10/28 TEMPL.PCP PLOT CONPIGURATION PERAMETERS -- -- TEMPL.SCR LAYER RBSTORE SCRIPT -- -- -- .. I I I I ) J' L1SCALU . I rSJ..TSCALU. 1 ..!!in (vmw) . PI.OTI I' o o - -.'I&.'i II 11III- Ii rIJ I !llII .. iIIl1111l1i 11.'I .... ..- II IIll -- ...... -. .... - itjif'..;..;.:t.;;.;1':~..i: z <. ::J:!z I-w o::::!: <::l UJu -10 uc <J)W ffi::J: -I 1-' (/)LL.; -0: ~~! <-I 0::-1 11.< U) ~! _Oi i= ~: ~ 1-: !z ~i ww' ::!: :J1 ::l c~ g !G.' c!::l WUJ ::J:u :: i=. -~l W (1)\ !::! :i:J I- 1-']' 0" Z ' \ o . .. o o III " f' .. PLOTTER MODE C = Color D = Draft Mode P = Final E = Enhanced P-RIVER CODE HP = Hewlett Packard MM = McNeel Mono MC = McNeel Color JOB #: 13.1820-02 PROJECT NAME: CHIMACUM ROAD IMPROVEMENT PROJECT - SCHEDULE A Sheet Driver Plotting Plot Drawing Pile Name Size Descrintion Mode Mode Scale Scale CLPAVEI.DWG 24X36 ALIGNMENT & PAVING PLAN MM F 1-50 1-50 8:1 STA I +00 TO STA 10+00 - SHEET 11/28 is: CLPAVE,FCP PLOT CONFIGURATION PERAMETERS tl CLPAVE,SCR LA YEK RESTORE SCRIPT - - CLPAVE2.DWG 24X36 ALIGNMENT & PAVING PLAN MM F 1=50 I-50 6:1 STA 10+00 TO STA 21+50. SHEET 12/28 is: CLPAVE.PCP PLOT CONFIGURATION PERAMETERS tl CLPAVE.SCR LAYER RESTORE SCRIPT - -- PROFILEI.DWG 24X36 ROADWAY PROFILES C-LINE. SHEET 13/28 MM F 1=50 1=50 t: I PROFILES. PCP PLOT CONFIGURATION PERAMETERS - j: PROFILES.SCR LAYER RESTORE SCRIPT - - - - FROFILE2.DWG 24X36 ROADWAY PROFILES H,L,B,M.E & D.LINES - SHT 14/28 MM F 1=50 1=50 t:: I PROFILES,PCP PLOT CONFIGURATION PERAMETERS - -- - - j PROFILES,SCR LAYER RESTORE SCRIPT - - -- - 20lNTERI,DWG 24X36 INTERSECTION DETAII..5-0LD HADLOCK & CHIMACUM MM F 1=50 1=50 fr AND OLD HADLOCK & LAWN ST, - SHEET 15/28 20lNTER,PCP PLOT CONPIGURATION PERAMETERS -- .- 20lNTER,SCR LAYER RESTORE SCRIPT -- -- 20lNTER2,DWG 24X36 INTERSECTION DETAILS-BLANCHE AVE & CHIMACUM MM F 1=1 1=50 II AND MORRISSEY/CHURCH & CHIMACUM - SHT 16/28 20INTER,PCP FLOT CONFIGURATION PERAMETERS -- 20INTER.SCR LA YEn RESTORE SCRIPT -- -- TEMPL3.DWG 24X36 ROADWAY SECTIONS N THRU T - SHEET 7/28 MM F 1=1 1=50 II TEMPL,PCP PLOT CONFIGURATION PERAMETERS -- -- TEMPL.SCR LAYER RESTORE SCRIPT STORM I. DWG 24X36 DRAINAGE PLAN STA I +00 TO STA IO+OO-SHT 17/28 MM P I-50 I-50 II STORM.PCP PLOT CONFIGURATION PERAMETERS -. -- -- STORM,SCR LAYER RESTORE SCRIPT - - .- - STORM2.DWG 24X36 DRAINAGE PLAN STA 10+00 TO STA 21 +50 - SHT 18/28 MM P I-50 I-50 II STORM. PCP FLOT CONPIGURATION PERAMETERS -- STORM,SCR LAYER RESTORE SCRIPT -- -- SEWRI,DWG 24X36 DRAINAGE PROPILES - SHEET 19/28 MM F I-50 I-50 If SEWR,FCP PLOT CONFIGURATION PERAMETERS .- SEWR.SCR LAYER RESTORE SCRIPT -- L TSCALU . I PSLTSCALU . 1 usn (VIIIWJ . rUlTI \. 'vi. 'i ::;~'~; ,~;~ 1f f I i I ; ~ i j I I I i I I 1 \ f- I , ) ,J' I- 0 o ...-- . ;;.~:.eJ.~ Z < . ::J:I- I-as a::;E ~::l -IU uO ooC ooW w::J: -II- 0011. -0 ~~i C2 ::i I II. :5 i 000' xwl I- ::J:i ~ 1-1 I- 01 asl- ~ j :;E::l ::l g;5) C-1 Ww ::J:u 1-- !:!::bl ..Zj woo u- i= ::J:" ~~J . . ............ o o .. . , \. --i. >..1; r ~ I I i. .l /. \, I' ..0 o I ( ~ PLOTIBR MODE C = Color D = Draft Mode P = Pinal E = Enhanced \' pRIVER CODE HP = Hewlett Packard MM = McNeel Mono MC = McNeel Color JOB II: 13.1820-02 PROJECT NAME: CHIMACUM ROAD IMPROVEMENT PROJECT - SCHEDULE A Sheet Driver Plotting Plot Drawing Pile Name Size Description Mode Mode Scale Scale SEWR2.DWG 24X36 DRAINAGE PROFILES. SHEET 20/28 MM P I SO I SO II SBWR.PCP PLOT CONFIGURATION PERAMETERS SEWR.SCR LAYER RESTORE SCRIPT SEWR3.DWG 24X36 DRAINAGE PROFILES. SHEET 21/28 MM P 1=50 I SO 11 SEWR.PCP PLOT CONFIGURATION PERAMETERS ~ SEWR.SCR LAYER RESTORE SCRIPT SEWR4.DWG 24X36 DRAINAGE PROFILES - SHEET 22/28 MM P 1=50 1=50 II SEWR.PCP PLOT CONFIGURATION PERAMETERS SEWR.SCR LAYER RESTORE SCRIPT SEWRS.DWG 24X36 DRAINAGE PROFILES. SHEET 23/28 MM P 1=50 1=50 II SEWR.PCP PLOT CONFIGURATION PERAMETERS SEWR.SCR LAYER RESTORE SCRIPT CHANEL-l.DWG 24X36 CHANNELIZATION PLANS STA I +00 TO STA 10+00 MM P 1=50 1=50 II CHANEL.PCP SHEET 24/28 PLOT CONFIGURATION PERAMETERS CHANEL.SCR LAYER RESTORE SCRIPT - - - - CHANEL-2.DWG 24X36 CHANNELIZATION PLANS STA 10+00 TO STA 21 +50 MM P 1=50 1=50 II SHEET 25/28 CHANEL.PCP PLOT CONFIGURATION PERAMETERS -- CHANEL.SCR LAYER RESTORE SCRIPT SIGNS.DWG 24X36 SIGNING PLAN MM P \-100 1-100 II SIGNS.PCP PLOT CONFIGURATION PERAMETERS SIGNS.SCR LAYER RESTORE SCRIPT SIGNCHRT.DWG 24X36 SIGNING SCHEDULE MM P I-I I-I t:: I SIGNCHRT.PCP PLOT CONFIGURATION PERAMETERS j SIGNCHRT.sCR LAYER RESTORE SCRIPT -. PARKING.DWG 24X36 PARKING LOT GRADING PLANS MM F 1-20 1-20 II PARKING.PCP PLOT CONFIGURATION PERAMETERS PARKING.sCR LAYER RESTORE SCRIPT ., II L TSCAl.n . I rSI.TSCALfi . I usn (VlIlW) . PI.aTI ~~- ,",~-~lI1 _.__._ n-.... - --4BR" -dIIIII o ( .~ 'i -. .. " , (} ~.:'\-' /~; . '~':t?;;.~'L". " . ~f'f-- ~~9;/ ~~.:,~~. ~ r JEFFER~N COUNTY DEPARTMENT OF PUBLIC WORKS Z ,j ~~\ I-ffi a:::::!: ~::l -,u uO ooC ooW w::J: -'t- OOU- -0 ~~ C2::i 11.< !Q a~ i=~ zt- ~:= w ::::!:;:) ::l U' o . c_ Ww ::J:u I-j:: !!::o z woo u- j:: j!;, ~ \, \ 1820 Jefferson Slreet P.O. Box 1220 Port Townsend. WA 98368 (360) 385.9160 May 15, 1995 Attn: Robert Holcomb P.E. Washington state Department of Transportation Olympic Region Trans Aid P.O. Box 47440 olympia, WA 98504-7440 Re: Deviation Analysis for Chimacum Road Improvement, CR0953, Federal Aid Project Number RS-Q161(002). Dear Mr. Holcomb. Enclosed please find the Deviation Analysis with vicinity map for review and approval. If you have any questions, do not hesitate to contact me. ,I \-... \ .~ "jJ '. i i".. '" ,,' i.. -\ \.-.. o ce: CR0953, Fed. Aid proj. No. RS-Q161(002), corres. enc: Deviation Analysis, , vicinity map ,)) ,,~.w.\bI"'''LTR " \ f' ,,' ;.,;;,;~; , 1~lt" I:J:~: _ 100% Recycled Popor ... --~ y--- ~~ -_.~ ,- I'~ '~.J:W --,. -- -,..- T- o , o ;1 .~ '; ~~ ,. " r ('! , r I I I I , z <~ i= ffi \ a: ~I <::l\ ~u uO, ooC1 ffl~i -' I- I 00 11.1 -0' :E ~II C2::i 11.<( !!1S! ::J: UJ I ~ i=1 1-0 zl- :s~ ::l~ U~l gt::! WUJ ::J:u t;:i= _C Z wen u- i= ::J:" o f::;~J z ,. '\ DEVIATION ANALYSIS AGENCY: PROJECT TITLE: PROJECT NO.: 1. Posted Speed Limit : 2. Physical Comparison: (a) Standard Geometrics: AB per Federal Register. Vol. 59. No., 117, Dated June 20, 1994, 14.2.4 and 14.2.5. 25 MPH (b) Deviation Geometries: As per existing design. (c) Discussion: Deviations were designed prior to implementation of 14.2.4 and 14.2.5 . 3. Cost Comparison: (a) Standard: $1.501,650.00. estimated project cost based on proposed revisions. (b) Deviation: $1,445,550.00, estimated project cost as designed now. (c) Discussion: The difference in cost is predicated on redesign i.e.: $5,000 Mobilizing surveyor to revisit sight 10 discern impact to adjacent owners accesses, e $4,000 Redesign to Federal Register requirements. $1,500 Modify Right of Way Plans. $1.600 Appraise two properties. $ 500 Legal descriptions. $1,000 Negotiation of Right of Way, $2,500 Right of Way administration. $4,000 Modify Storm Sewer configuration. $3,500 Modify Water Line (must coordinate with the City of Port Townsend and their consultants), $3,500 Modify Contracts, $4,000 Initiate consultinll contracts for modification of P.S. & E, ~ Delay of Project one (I) year (/b 315 of construction contract, $56,100 Total estimated redeslJID cost. ,0 '.:.:;",;.., I I 11I111'-'\17 DaI~ - 1.IlIl!II3I::t:l-- - rDllBI!lZIK.lnIi'a~ -- .. MI" - ..--- -:w o -- o \ .~ I.: .. " " ( ""," '- ,.~ r~ '. z <. ::J:I- !z; UJ ' a: ~: <::l( Wu dg, (/)w1 ffi::J:! -' 1-1 00 11.1 -01 ~~f C2::i II. <, oo::ll _01 ::J:w I- ::J:I Z~, ~~l w UJj ~51 ul!1.' OK' C_l WUJ ::J:u ~g Z Win u- -::J: I- ,",' ~ "'J '\ 4. Reason Standard Cannot Be Achieved : (a) The new Standard Geometries may impede the truck traffic that serves adjoinina businesses, based on radii as depicted. Redesign, at this stage of the project, would be extremely time consuming and cosdy as follows: Delay of construction and associated coat 10 incorporate new features that were prepared by outside consultant agreement. (c) Possibility of legal action brought by adjacent property owners due 10 restriction of lICCC8lI of commercial approaches. (b) (d) Delay and associated costa attributed 10 coordination with the City of Port Townsend 10 redesign waterline Plans, Specifications and Estimates through their consultant CH2M Hill. (e) Modification 10 right of way plans, agreements, property areas, d~ and appraisal processes for additional right of way. (f) Neaotiation and possible condemnation action for adjacent properties. (g) Modification of slorm drainage design. (b) Modification of construction contract. Iefferson County will revisit A.D.A. curb ramps if complainta are received from the Public in the fulure and modify 10 Pederal standards at that time. S. Certification: I have examined this devistion request and believe it to be in the best public interest that it be aranted. ~49l2:~~ ....r-#~/~/'J- TE . .;, ) .Fe /' " \~ . I' o o '~'; . IUe: CII09", P.... Aid No" RB-<I161-(OOl) del.. j I :;,' :~}::~i"t:~7~~':~ff':):: lCl - ,~ z <~ ~~i a: ~/ ~:::>\ -,U ug, CJ)w1 ~~; CJ) u..l -01 ~~I i:2::::i u... :51 00 0' i: wi ~ 1=1 j: OJ' Zl- Ww~. ~::l :::> g~1 01-'1 w~J ::t:u ~g Z woo u- -::t: I- ,"", o 'j Z\ . . \~., --- - -y- ,~ ---..lBJ r- - -- - -- I'IWll\UlI!Ii'l---=-- -"""~I-.!I o o III " r (' j'"';.".. \ ," GENERAL HIGHWAY MAP JEFFERSON COUNTY WASHINGTON .,. .0. ... 12 40' ~~1lI0T(tTIOH .-. .,. . (" ... Yiolo, ~I 11:......"',. " " \ V " " <:> .'.---.-......., .+ \, :~O'l..,..'D".'" \ .-p \ \ \ ~ , .. -\ i ~ T i ~O "< i , .. N ..---..-..-...:............c.&':...... " i i .I , ,I ..uo" ". \ ._._:~ \"" . C C . , , ::e: i i ,... \ + '" \ , " -\ N I I i i i \ \ , .. N ..-- , , .~.'~~ " II' \... ,,' '~.,~~J:i~:',;,::~: ;.;;:~..~~;~~~';, , ~:'Y' ;.)}:?:~.;:~~;~?~!,lt~:i~!TEj~,:'::..~:;::~\/?l":~r ", i' ".:"';;~~i~~~~ , .. N 'r" ~ ' ,~." , , ! i ,i;-:.'< ;"".d ";~" ~'..a: ~'~A~ II ) .I' " . -. - I\. *"'li. '1 ~. \0,: \ . o o Iii ;,..,: ,).;.', ~ Ui ~.4a4l:IL..1l"lIIhW~ .1IIDIf~ _'1:_ - Z < .' ::t: \z: "-wl a: ~ I <:;)[ WU\ dg ~Wi wJ:l -' I- I 00 u... i ~~f i:2::::i u...<1 00 :;) I ~~~I ZI- ~~ ww ~::l :;) g ;5, 0_. Ww ::t:u ti= _0 Z wen u- i= ~'1 0, Z \~ I .,.) .1 'J <J / " I .'" ,-'-~ ! , -' .<0' , .~( ': . ~., .. ~ · 1 - - - - JIll! __ua: __JIG" ~ --- -~ -.: o .~ o .. ., (, '\- j;.z ( '~Ul ~,~ OLD HAC r ,/ r VI (]1 w. q - - - - - - - - - - - - - - - - - -\- - --:::j I. ~ ~ ~ ,_FILL S 39.40'2~' W 1M CO. RD. NO. 932507 6- f-- > .' . ~',.':::','...":,, . ,. -' ~_.. i.. J .I' /' .0 -\: ''" \ o P.C. STA. ; .:'.:::_:.I::,:'",,~_';-};,:',,~!;,.'.h,~'!'(''\'i~~>* t; , ,,,' .~,~ . .' '.' ,'.' \'~I. <n\!\~tl';.~';W~f1t'l ;( a 1"'..,\ IU ~i- --!l HI -.----- 11' ~.---- RnIIUtII ;r~ _ - _ ------ - II.. - ......... o o 1 ."..l ~ -~ ~ - lIB " '. ( . (~ z <' ::t:1- I-ffi a:~ <:;) Wu -'0 uo ~~ ~I- oou... -0 ~~ i:2::::i u...< ~a ::t:W I- ::t:1 Z 1-1 ~~I WW' ~~ a~' Ol-'il 0_. Ww ::t:U 1-- ~6 Z WOO u- -::t: I- ""J ~ \, May 10, 1995 Attn:Pat LaViollette Parametrix ,Inc. 5700 Kitsao Way, Suite 202 Bremerton, Wa. 98312 Dear Pat, Once again, please be advised of changes in the Contract Plans of the Jefferson County Road project CR09S3. On sheet 25 of 35 - CHANNELIZATION PLAN - an addition was made to show the right of way centerline is to be monumented in accordance with the LEGEND. Due to an amendment in the Standard Specifications, dated June 27, 1994, Section 2-09.4, changes were made in Quantities of "SHORING OR EXCAVATION CLASS B." On sheet 2 of35, SUMMERY OF QUANTITIES, Item 42 was changed from 17,184 to 8,592. On sheet 4 of 35 the whole column under SHORING OR EXTRA EXCAVATION CLASS B was halved. If you have any questions or comments please do not hesitate to call me at {360}385- 9160 ex.230. \~_. . ,T '. Sincerely Allan R. Newman ..:. cc: CR0953,corres. enc: Sheets, 2,4,25, of CR0953 Contract Plans, Soo.2-09.4 Standard Specifications ,) ..I' " . I' G ~\ I" I o 't:lA:.... ;~ :~,I[) -... W-'----' ..---"" -lal~ ~ --'7---"_ -.WIl. - -- -----~ ---- o , o I ,-1 \,; -Vii '; -- .. " o '\ , Z <' :I:I- I-ffi a:~ ~:;) -'u uO 000 UlW w::t: -'I- Ulu... -0 ~~ i:2::::i u...<. ~a ::t:w I- ::t:1 ~ 1-1. 1-0 Z 1-. :E ~~j :::>0 g~; 0_, Ww ::t:u ~g Z wen u- -::t:. 15"::1'] Z\ ~ NOTES: 1. ALL CROSSWALK STRIPING IS DELETED PER THIS ADDENDUM. 2, THE CATCH (CUT /FILL) UNES BEHIND RADIUS RETURN AREAS WILL CHANGE TO CORRESPOND WITH THE SIDEWALK/CURB RAMP REVISIONS OF THIS ADDENDUM. ./ I ). i ,< ~ <. ~_..~..--_..- /1 ;-..~ _.._-~. . I:' it' I I 0" c.) r~ I' I 1i' , L,./ ..;- ,II';' /" /' " / .../' /'" r-'.'-"--r ,/1 1 - , / .,/ ! ~J ry, co L,U Ld ,'::: Ld He (I.' ::;:; li::;~ ."",/ .." ~:'J-'!.E: "j" :'1.0' /"1' ,-,' I ."- ;,~~ , .:, :,:: U:' ~~l i~:~. :~; ~'" ,....j C,) 1 In ...J i 1-/ i 1../ / / k t '~,~..'" --'-"-"'--~'~-""'-" -- ....-....-' --~.,'~ .".--- .._,_..'...._, ,.....,~. fi_~_..___..__,..'.._.__.~_ _...__.._.__....__.. ..___,.___.._.._..__,..~_,~ _.... MODIFIED APPROACH '( .:.~~.~.~: ~T~'.~' :>~"~'::"~"-:::.~=;~-~~~~~~~~':~'~~~ii~~~:~~~., ~~- =,~_ _...... ~_..... _"~ __ ~'. 'Il; (j iji MODIFIED APPROACH . .. ,r-' -~ ~~;~';,;~,~~~;e::;~~~~;:.:::'~" :::~~:~~~~-:~~:;:~:";;~~;::';"'':~.. ,("\ C'l --( _____-_-...l.-__.~_ t{) I '.1; ..~..*_--L._:. ~.~) I --..... l(') to 7-- I I CHlt-l.i\C:UM r;:o,l[) r ".....__~---l._...'.1""11 'V .. --....- rl"" ; j 'I . , I \ ,- ,- 'to' ..... " 'I 0 , 1 I ~ }~ I [I. ti'. ....... __ lLI___ ~n ,..~, CO, f.'f) , N(J. ::-;,-:~:::'~ICJ 1 ic-" .--..... {"j -... --.......-. 11;' "..j .~..., . ~\t'...,..,...., ''''_"",,,,''-_,,'';''''~'':'!r':'''.';'''''''''''~'.;.'''w'.,;;.;'':_\'''r..;_~~..~",.,..,,;;.=....,~. \.(') :~~~j [J E 'vV l~ L 1< FIGURE 1 CURB RAMP MODIFICATIONS CHIMACUM ROAD COO9153 ADDENDUM NO. 1 ,J ". j .t.f .... . -..~~--- -.m __<'RUII._ '::\~~ z <. ::t:1- I-ffi a:~ <:;) Wu -'0 uo UlW ffi::t: -'I- Ulu... -0 ~~ i:2~, u..~i !Q 0: ::tW! I- ::t:i ~ 1-1' 1-0 ffi ~I-,i ~::l :;) Uw. g~; W;:;;'I ::t:u 1-- u... 1-. -~I ,. 1 !d ~J I- h'l o IJ Z " (sa: NaTE 1) ASPHALT CONCRETE PAVEMENT ClASS B (0.30' COMP, DEPTH, TO BE PLACED IN TWO O,15'DEPTH LIFTS) CRUSHED SURFACING TOP COURSE (0.25 COMP, DEPTH) MATCH EXISTING GROUND OR EXISTING PAVEMENT. VERTICAL SAWCUT EXIST, PAVEMENT. EXISTI( \sPHALT PAVEMENT OR E~I')IING GROUND VARIES ~'D12~'D o NOTES 1. Asphalt concrete pavement class B to be placed behind these curb ramps: C6+24.90 LT. C7+04,90 LT." LO+44.98 LT, LO+45,02 RT. All remaining curb ramps receive CSTC (0.25' compo depth) on top of gravel base behind them. 2. Ramp texturing is to be done with an expanded metal grate placed and removed from wet concrete to leave a diamond pattern as shown, The long axis of ( ,diamond pattern shall be perpendicular to the cur..., Grooves shall be 1/8" deep and 1 / 4" wide. 3. Curb ramps shall be poured as a separate unit from the sidewalk, isolated by expansion joint material on all sides except at end of ramp next to the roadway. 4. Changes in level up to 1/4" may be vertical and without edge teatment. Changes in level between 1/4" and 1 /2" shall be beveled with a slope no greater than 1:2. 5. A minimum 3' wide accessible route shall be maintained in all pedestrian accessible areas, 6. Cemen~ concrete curb ramps shall be constructed of air-entrained concrete Closs 3000, 7. All joints sholl be cleaned and edged, . .. - ... -----1i9IIlHW .. IlIL!11W1]!. ...JL.. 1I:mI_._ ------ .- -..,. o ., o J \.: -vi , " o '\ , 5' 3/~ EXPANSION JOINT CEMENT CONCRETE SIDEWALK 0 CEMENT CONCRETE CURB RAMP TEXTURED SURFACE _____ -2%__ _____ _ __ -2% ,. ,~: :r:' ~ __ J: ~ .:"; '.:~. :,: :. ' l' -5% .,0,0," .. .0, () 0'.0 00 ' GRAVEL BASE (0.5' MIN, COMP, DEPTH) CEMENT CONCRETE BARRIER i CURB AND GUllER I.) THICKENED EDGE OF CURB RAMP:; . TO FULL DEPTH OF CURB I: I; " ir LO~O/~ O ( -Nominal ') (' dimensions RAMP TEX1\JRE DETAIL II I: \... .~ . ~ Ii 0 FIGURE 2 MODIFIED CEMENT CONCRETE CURB RAMP CHIMACUM ROAD CR0953 ADDENDUM NO. 1 ,.'~ :1" DIIII r'" .. Tit. '...- z <' ::t:\z I-w a:~ ~:::> -,U uO 000 UlW w:z:i ...J I- i !a u...j wO. ~~I i:2::::i u...<' 00 :;)1 _0' 1= wi Z 1=1 ~~~I ~::l :;) 8~1' Ww 1=!::! !!:bl .,Z woo u- -::t: 13'"" Z \ lDDD1!1.1.__ - __ft!IIHN ---~ PWII- -- ~MlI i[- --- o o .. " o '\ , " ,1 . ! _~('=:~~l':~:!~ :I~i\":"'" ~~,.' " ~",,,~~t;;.. """" : '~;:.i%'~;~~~x "f""'llfs; '~""'1'~:" - - .\ .".. .. '. \ o \\'~~\\". ,..",. ,'~. ~ ,. ~. ~. ,',', J~, " ~Ll L1J1 1 ~ " i ; ,~..,., ,': '/ ,,'r.": ~tj'E>,:',:':,:yi: tl- _ _I V - z < . ::t:1- I-ffi a:~ ~::J -,u uO enO enW w::t: _l I- enu... -0 ~~ i:2::::i ... :51 !2o ::t:w I-::t: ~ 61' zl- WLll ~~ g~ 0_ Ww ::t:u ti= _0 z wen ~ i:J ~~] T. '.' /.. " II. "V- .' o o .. - - - - - - - - ~-:;=l~ ~~~ inf6rmeltian * management Inc. ATTENTION _~_ The next image may be a duplicate of the previous image~ {.... ~__Other: __'f~.(),~_ljJ~lJia_______ __~~_~~a~~~~______ esSO? 4TH AVE. SO. P.O. SOX 12448S SEATTLE. WA aS1lii!4 1il0B-?S3-I2QQO - ~ ---- _~_ 11,- - --'J , -1 " "..," \ .0 l:'~' >;;. :~ if. '-' i. ,"" .0' ~\ . r-' o ',. 0 ~1lII1IiII- ,- ~ '1 ::t: \z i I- w' a:~ ~:;) -,U uO enO Ulw w::t: -'I- Ulu... -0 ~~ i:2::::i u...:5 !:aO ::t:w I-:J: ZI- ~~I w~1 :::E::l :;) g~ Ww 1=~ !!::b Z woo ~-, i I-;I:i , 0'" Z \, ,I '. --.. 1II..~__m--- ~ o. o ._,1 (; ~~ 'i , ' .. " o \ \ , !. ( VARIES SEE PLAN AND PROFILE MODlflED APPROACH CEMENT CONCRElE BARRIER CURB AND GUTTm ( :\ o FIGURE .3 MODlflED,CEMENTCONCRElE APPROACH CHIMACUM '.,. RO.~ "CROD53 ADDENDUM NO.1' I ~~!]~("};(;~";';S"~'2.'?'21'liti ---r-" ,. ~.,.- "T-o..ti!iBIII--..- ~-. ---- --.--- - .R'lI~- ---.-.~ -----,- o o ~ , .J .~ '; .- .. " o '. \ , Z , <~ ::t:ZI ~~(I ~:;) -,U ug. en wi (J) :I: \ ~ 1-1 00 u... -0' ~~ i:2::::i u...< ~ai ::t:wl "'~I ~~I WW1 ~ ::l) :;)~ g~1' Ww ::t:U I-i= !!:o Z Wen) U- -::t:, I- M.J 0,' Z \ .. \ ~'=-:":;:~'::::::;~~::':';;'::::::::":':':::::;"-'::'::::':':':':_':::':::;:";'-::~t;:..;.;::.L' (SEE I<<JI[ 1) ASPHALT CONCRETE PAVEMENT ClASS B (0,30' COMPo DEPTH, TO BE PlACED IN TWO O,15'DEPTH UFTS) CRUSHED SURFACING TOP COURSE (0,25 COMPo DEPTH) . NOI'ES 1. Asphalt concrete pavement closs 8 to be placed behind these concrete approaches: C3{ ^O LT. G8+57 RT. G4\- 5 LT. G8+71 LT, C4+80 LT. C9+45 LT, G5+80 LT. C12+20 RT. C7+47 LT, C13+29 RT. C8+20 LT, All remaining concrete approaches receive CSTC (0.25' comp, depth) on top of gravel base behind them, 2. Cement concrete approaches sholl be constructed of air-entrained concrete Closs 3000. VARIES 5' MATO" -XISTING GROUND OR e,.....iING PAVEMENT. VERTICAL SAWCUT EXIST, PAVEMENT, 3/B" EXPANSION JOINT CEMENT CONCRETE SIDEWALK CEMENT CONCRETE AP, PROACH 3-DAY - ~ -2% ---- - -~-- ----- - -- - % 0,., o '0 1'-6" CI EXISTING ASPHALT PAVEMENT OR EXISTING GROUND 6" ~:D12BX/-D'ETBI:I 12 ,', . .. , .d .d . . '. ,,~ ,.d, .0 . -2%-,-- .0,(')" 00 GRAVEl. BASE (0,5' MIN. COMP, DEPTH) ~CEMtNt CONCH!:'rE IWlIlltrl CURO AND ourrm THICKENED toG[: 01' AI'PllUACl1 fO rUl.1. DEPlHpr CUrll] . ;'-:< '~.\ :~ o I I I ,I 4, All joint~ sholl be r.leoned and edged. 3. Construction joints sholl be placed at 15' maximum spacing_ FIGURE 4- ~J_ CHI..H<f"r'G3 5, Approaches may be poured integral with curb. r ", I , ", , ~l , .(':;..';'.;::i:::;;::;::,# nM.... ' . . },.l[J _ol!!. l FlGURE 5 '\ 1 MODIFIED CEMENT CONCRETE SIDEWAU< END RAMP ~ CHIMACUM ROAD CR0953 \ ADDENDUM NO. 1 .......- 1--- "'- .aIli! v..v~ JI7 - ""-1&': --uIiIII['- ---... ---- o !i.Tr~""<< o .. " o \ " z <~ 1= ~, a:~ ~:;) -,u UO 000 Ulw w::t: -'I- Ulu... -0 w> ~I- i:2::::i u...< !a~ ::t:w ~ i=: j: 01 zl- ww' ~ ::l1,' :::> c.\ g~1: ww ::t:u ~gl "Zj woo u- i= ::t:, ','I 0'7 z \~ ...... , , , ( CSTC (0.25' comp, depth) on top of grovel base NOTES 1. Begin End Ramps at sta.s: C14+ 71.52 RT. C17+59.91 LT. follow radius 2, End ramps ar~ curved and returns (see plan). 3. Ramp texturing is to be done with an expanded metal grate placed and removed from wet concrete to leave a diamond pattern as shown, The long axis of the diamond pattern shall be perpendicular to the c'{ Grooves shall be 1/8" deep and 1 / 4" wide, 4. End ramps shall be poured as a separate unit from thf,! sidewalk, isolated bv expansion joint material on all Sides except at end of ramp next to the roadway. 5. Changes in level up to 1/4" may be vertical and without edge teatment. Changes in level between 1/4" and 1/2" shall be beveled with a slope no greater thon 1 :2. 6. A minimum J' wide accessible route shall be maintained in all pedestrian accessible areas. 7. Cement concrete end ramps shall be constructed of air-entrained concrete Class JOOO. o SHOULDER SECTION D CEMENT CONCRETE SIDEWALK END RAMP, . 8. 'All joints sholl be cleaned and edged. ... 1,.-11.- 7~:;~:~iij::ifi;yjtY:;',~~1ii':f {, >~?,3_~,,;~~\\~tf~~~~\~~:J~;~~\,: ;~~;:",;I,~,':,;:-Ci:i,:;;~;',:-':,' (: Y'7_::',:-,I'.,'l':':J'lj_~~~..;../ili;"_.j_ -.- - '1', -"'li. ~ o , r .f "l ,~ ,J~ ,I f' ",' , I ~ ,,' --.... ~-- T ~- - r- --- . ---- .lIil~" -- - --.- _aRIl o - o .' ' (. ---i Ci .. 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(i C!a/r .~ fAx ,.ecC. bj~ qlt>s ~J2I1..t;VJ egn-~ C) ,,; CHMHILL FAX 2'RANSHZfl'AL YORN FOR IMMEDIATE DB~!VERY DATE: June 3D, 1995 Total number of pages, including this page: 3 '1'0: John Wayand PIRM NAME: Jefferson County CITY: Port Townsend Pax Phone Number: (360) 385-9172 Verification phone NUmber: (360) 3R5-9160 Return original?: . YES [] NO Prom: Roger Boieler IP YOa DO NOT RECBIVE ALL OF TH2 PAGES OR THE TRANSMISSION XS UNCLEAR, PLEl'.SB COI<1TAC'1' OOR FAX OPERATOR AT EXT. 5246 Jl.BMARKSI " ) Here's the reviued estimate, Hope it looku OK. Please give mE! a call if you have dny queatiolm, I'll be on vacation next week. hut wi. U chock Ill',{ voice IMil, / flU; tJ'( {)J/(e-(j(t4J G I jo If} ~/)e,/IJ ,Iff) ".. J.vI.... ~..."'.. i. .,;.J' y=\ o o Data Fax Sent I T.irnl) I [] 1\M [] PM CH2N HILL 777 - 108th Ave. N,B. P.O. Box 91500 Bellevue Office Bellevue, WA 90009-2050 206-453-5000 PAX 206-462-5957 le'd l'Bn Wdr.',Zl GGGl 'ec Nnf Zo!.lG ~ 09C -V" W~r .- z .. < ': ::t: \z i ..... L!Jl a: ~\ ~:;)I -,UI ~gl en wI ~ 1= I en u.1 -0' ~~I ~::i. u... :;)1' 520 1= ~! ~gj ~~W. 0_ Ww ::t:u 1-- !!:b z ~ 52J i= ::t:, O~: z , . ..' ----. _ - ~-J.tlililIIiJ"" ----..,Iai ..-_ -. ---'----~ -_......---.. - - o o ;~~ .~ '1 III " c (') CH2M HILL PROJECT: Chlmacum Road Water LIne - Sch B Final Laval Estimate BY: B. YOUNG and R. BEIELER DATE: 3110195 REVISED DATE: 8130195 12:01 PROJECT NO.: NPW31815.R1.ZZ FILE NAME: A:Chlmacum .. . DESCRIPTION Moblllutlon/DemobillzatlonIBondsnnsurance LS $13,315 $13.315 Bank Run Onlval for Trench BlIckflll 390 CY $10 $3,900 Shoring or ElIlra Elleavation 3.350 SF $1 $3.350 Galo Valva 4 In, EA $550 $560 Gala Valve 6 In. 2 EA $700 $1.400 Gate Valvo 8 In. ~ $900 $1.1100 Gale Valve 10 In. ~ $1.100 ~ Comb. Air A.lease/Alr Vacuum Vly A.llm 1 In, 2 EA $1.850 $3.700 Hydrant Assembly 4 EA $2.000 58,000 Removing Existing Hydrant EA $500 $500 Reconnoellng Existing Hydrant 2 EA $500 $1.000 Sorvlee Connection 1 In. Diem. 19 EA $660 $12.360 Sorvleo Connoetlon 1 1/2 In. Dram. EA $200 $200 Ductll. Iron Pipe for Waler Main Gin. Dlam. 95 LF $30 $2,850 Ductile Iron Pipe for Water Main 8 In. Dlam. 63 LF $35 $2,205 Ductile Iron Pipe for Waler Main 10 In. Dlam. 1,992 LF $40 $79,680 Connection Dotalll Piping LS $2,200 $2,200 Connocllo" Dolall7 Piping LS $0,000 $6,000 J /' GraYII Boso 41 TN $8 S328 ~. , Crushed Surfaolng Top Courso 20 TN S12 $240 , A.phalt Concreta Payamonl Class B 100 TN $60 SO,OOO .' 0 0 Chann.llzatlon Device, LS $500 $500 Page 1 Z0'd 1~8" Wd;'IZl ~l '0~ Nnf --~ ~.- V v--"l -- Z ~ " I- !z \ a: ~(' ~a uO en 0, en WI w:J:: -' 1-1 2? :5 i ~ ~! ~ ~I 2?~ 1=w Z 1=, - 1 ~~I w""4, ~ ~~Q~ 8 I lUlU 1=u !!:gl .. zl tl 2? 1 i= ~, i \, '. ~ ".~ ~ '; I~ - --- --- ... o .. " c: (i w, . CH2M Hill PROJECT: Chlmacum Road Water Line. 5ch B Final level Eatlmato BY: B. YOUNG and R. BEIElER DATE: 3I101l16 REVISED DATE: 6130196 12:01 PROJECT NO.: NPW31815.R1.2Z FILE NAME: A:ChlllUlcum Traffic Control Suporvlsor 18 DAV $200 $3.200 Traffic Control labor 280 HOUR $25 $7,000 SurveyIng lS $6,0100 $6,400 Polystyrene Insulation 11 EA $10 $110 Non-ShrInk Backfill 83 CV $00 $4.150 TOTAL CONSTRUCTION COSTS $179,748 ~ i. ) .I' ;/" d ...\ \ '. 0 o PaUG 2 'ee NI1t U 16 s;as:: 09C ' -- -- Z ~ ',' I-\z w' a: ::~q ~:;)I -,u UO fJ)~1 ffi :1:1 -' I- I en L1.. i ~~[' i:2::::i u...< 00 :;)1 _0 1= ~j ZI- i~~. ~ -\ U ' o 0_. Ww ::t:u 1-1= !60 Z Weill !::! 5:J I- ..,. ~ ~, y--- ,.' oESICN B . PLAN A L._ Planting Strip PLAN I' -6" ;u------ --- ~al- --.....-fliIII'2 c:), o i(;, -~ III " () W 'Do .,. r V/clrr7 .>- 4-- ..2w~~ ~._~~~~~~ ~~~I~"';}:;1:;O~ %" ExponSIOJ~ JOlnt.\ ",. -1 J1~~ \",' MAX "l..,,~:;?~_:,J.:,..,; 1::;':;:1 ~ SECTION B-B ~Ck~~~dge to full dopth of adJacont cu,.1 ~. E xponslon .Jolnt . 0.02' 4.] __ .........~ SECTION C-C I . CURB RAMP DES I GN C - PLAN 7'.- ExpansIon Joint .. 0.02' 4J -- -r. -;-.:............-.-..r;==f= ;:-6:1 SECTION 0-0 I!;.. ~ - Thlckon odgo to full dopth of adJacant C~ of adjacent c," ~v , 4'-1 ~~ -::1. '~"'-"f-""'''''' ;:,) SECTI;-;~ I!;-~ . - ThIcken edoe to full depth of adjacent CUr'l - Runlp CURB RAMP DESIGN 0 - PLAN ,.""" / ~, ;,. - -- - - - ~ ~ ' 'Upll",,,,1 '}. APPRoACll PLAN 11: 25: 25 ", Itl~ I" ~ r - 17'----- ---- -11 - l!' ~ ;' 0, - o -, , lIB " I /,J 'DO ( f D /2 f}rr o ,0 4' O.OZ' -fr"---- .-, ,.J ,.::; . U SECTION ~-A "'-'-'f'~ :URB RAMP DESIGN C - PLAN ~' E, xponslonJolnt 4' ~oi. ...-.-.::..J= SECTION C-C I . NOTES j 1. Romp textur Tng is to be done" wi th on expanded metal grate placed cnd removed -from wet concrete taleove 0 diamond patte,.." 05 shown. The long axis of the diamond pot tern sholl be perpendicular to the curb. Crooves sholl be V." deep and 1/.... wi de. I Z. Curb romps sholl be poured os 0 separate uni t from the sidewalk, isolated by expansion joint moter i 0 I on 01 t sides except at end of romp next to .the roadway. 4 Inlets shol J be located so thot runoff does not flow p031' the curb romp. ~ Mounting height for slg" R7-801 sholl be 48'-. 5.. Changes in level up to '/..". may be verticol and wl1'hout edge treatment. Changes in level between '1"'~ and Vz" sho II be beve I ed wi th 0 S lope no greater 1'hon l1Z. So"" A minimum )' wide accessible route shall be .mointolned In 011 pedestrlon.occessible areas. 7. &~m~7f.gg~?~'h:do~g~g~i7:sc,~g~ 13083. constructed ~;~~~7~ij~lon Joints sho! I be placed at IS' mo)Cimum 9. Y-1 JoInts sholl be cleaned and edged. )-0""":)'pproaches may be poured I ntegro I wi th c,urb. .yr. Standard ..oppr,oaches moy on I y be used ()t"I;W . with opproocfijdo.IQn A ond B, >. tM'''V~'- I~Thts. orea'moy also lncorporoto the follawlngl ;r- Decorative paving, ~~1~e~r~~e1 ee,~,1 ~Y~ntors r Benches or seot 1 og oreos. l~ \.. Dock of sldowalk ;'e. Expansion JOlnt\ ~ 0.02' IZ 4 --I --,- iI,' "'^X "~l, 7~.:;~:~"=;,,J':":'~'1 ;::;::;1 ~ SECTION B-B ~ Thicken edoe to. full depth of adJocent curb ;..,.IIUml' :y.. Expansion Joint 4" .!:!JOZ' -f'" " ~1= f.~':.~J SECTION 0-0 . - Thlckon edgo to full depth of adjacent curb CURB RAMP DESION 0 - PLAN of adjacent curb \ 1 i i l 1 l -IIOn11) .. O.oZ' "J -- -:1"'==1 ~~~ SECTION F.F ThIcken edoe to full depth of adJaoent curb ,.:.------ --" "" -" Sldowolk -\ r- o ~'" ,,,,J '/ ,.,) ''lMIIl . ---~ I-~-"'-' -:...-..--...---- - - ---..ri"..... ~ -,--- - 11--- -~lI o .- o 4; . "1i l.; III " -( ( ,,)- Z :! ~i ~~\l <:;) Wu -'0 ~O lfl~i -' 1-1 Ulu... -0 ~~ i:2::::i u...< :;) !!l01 1= ~I ZI- -0 \z 1-) WW ~ - \ :;) gat o!::, Ww ::t:u 1-- !:!:b Z wen u- ~~) 1"11_~I~j '" 1 / I / 'EJ . lI'/olIN Hi ~ J i . 'I /~ .0 ~ 't.<i' ^cccssible k ~.. Expansi'on Joint t...;.~ O.Ol'I.~t~ ,,""l.IIH ~ _~;.-'r~ ~~"::,.5i~(~=.""", , IThickcncd edge of approach 10 full dcplh of curb Sign fl7-001 TYP-:-~ (See Note 4) '\ Precost cement-~ Concrete Bumper Curbs TYP route --.1 /1- W' Exponsion Joint . I' Cement ooncrete curb ond 9U'"er ,/ section shown CSee Stclndard Pions ",..., for 0 t her curb des i gns J / /---.------------ ' H.J ____________ ) SECTION H-H MODIFIED APPRDACtI - HALF ISOMETRIC 4" p' ~t~b' MODII'IED APPROACH - t1ALF PLAN ---1~:"h" MAX (Be~el IoCOOIFIEO APPROACH HALF... ELEVA:rtON where possible) . l',"ioI... ~._._--~ ,1..J....lM i----- X spaces at 16' (see contract p Gi ~.._._._.J:'~~..__..__... ~ i ~~~7 6n cgRg\:,gt'f sg~r, g t gggo~~ t ~ Y~ns for other curb des gns J I , /!-- , ~ ~,. E>cpons Ion Joint i:~_~~~ .-'--;gm6ncgRg\:'~btfsg~rl gtgg, go~MtM~na ror Of her cur des 9ns STANDARD APPROACH - HALF PLAN G .J ,'j .;1 I ''.1 d ~- %" E.penalen Joint .r l'"" ~~t "-""-" .' J I Th I ck enod ndOo or npprnech 1 n Tu II SECTION a.a J'T ,... '0 C~~~!,,>~_r> (-NOTE. Ar to matet :-l::~.~"'_.:..!:.:!:.!'2!.to( 1-1-'-' I' -. '.':'/z" MAX (Dovol \l/hor~ pos,Iblo) STANDARD APPROACH - HALF ELEVATION CURD RAMP ~g~176RcgRg~~bl? sg~rl ~ tgg, ~o~M' P ?~na 'for ot or cur dOli 9ns clo,~th Dr curb STANDARD APPROACH' IIALF ISOMETRIC I ~ ""HI.!~ /J-In;,.. --........-...-...,., ''-'''-' ! ~ ,,>.;;~-~;,.- "'" ;i:,i_~".,~",/~'~;,'>'a\>i' " 'I, \',,", ,:,( ':""1,''-, ;""l"~",,,';l,"";"'~", -.,; ~-<:,-::it'I),'';;)/{!':!-;'; ,t~v_e!' ; :~;.:':', ,~, ,. it} jIBI ~- ----.-- -- -T- -- - - ~- o ~ o I ~~ 'i ~ fill " I (J ()- k-~" Expons j-on Joint J:f=~~~;- .:~o~~ f""WJH p~~.:;:~..:;-,---- - , Ie {Thickened edge of approach 10 full cJcplh of curb c curb ond gu t I or (See 51 ondor d PI on5 designsl / ..., ~ , ~ 11"'0n5 i t ron arca Sign n7-BOI lYP, - -.------ (See Note 4) u,l~ SECTION H-H oint X spaces at 16' ~O" (see contract pions) rL.!.Jl.:...J:!!1i.!.~.!.--y"!-~_.!...B:-,,,.I.~ J.__,..!!:,_..J Access i b I e I I Access i b I e I first stoll lost stoll ACCESS I BlE PARK I NG SHOWN WI TH CONT I NUOUS CURB RAMP Accessible perking (see Speciol Provisions) MODIFIED APPROACH - HALF ISOMETRIC Joint ,"'2",. Cl '~I'.A ~ ^7 roW' ~_vov(' '" Nominal dimensions \1 ?sg~rl gtgRgo?~tp'i'~n. ) do' gn5' RAMP TEXTURE DETAil 'tlcr~ pos, I bl Q' landing IS' M1N10' WhOn Il'ndlng I. '0.. 'than 5 uso Curb Romp A I tornato, "'...'''1''-..-.---- /: 7~L.,/~ bel. ;" '-YC._I I "i "'( I ,. I ~ i..\ r ! 0 I /" W' Expan.lon Joint .1' "U~ E:~J~I IThlckonnd nclgo of approach 10 rull SECTION G-O CURB RAMP ch:l,fh or curb -::.....!!:~:.:!!-n;:~~..:"::':: _,~ ~~_:.8(c.:~:._...~.::t ~ II]' 1- r---w JlfJVIa~LftlI -- IEI_ .. 0, ,- o -~i 9 .. " () '0- ~ .1 ::t: \z' ~~II ~:::> -'u UO en~ en::!: ~I- enu... -0 ~~ i:2::::i u...< !!I8 ::t:w I-:z: ZI- j:o zl- ~~ g~. Ww ::t:u 1-1= !:!:o Z wen u- i= ::t:, o~ Z i:, walks shown. May olso be single cross walk to -traffic ,,' \_ Optional foundation (or signal pole. CURB RAMP DESIGN E . PLAN (For use wIth loro" radius Intersect lans- J. ~~"~.t~\ . Radius IS~<~l~l or ~reoter. . c: ro 01, Qn'Hjj'f.'"'1T,'"I095 II: 2G:20 ,......- ~ _J! 1 ,,_.,..,..._....._~L.-,:-_,_.. --..- III --.. ~ o o " -~ ..~ -t;\\ I ""- I ~l I I I I I ~~aP ,,0> ( ( ,. . .. . ~ ....... I VoL II., No. U7 I MaMIa7, JUDe 20, ,- I RuI.. ...a Rqpa1a&u 14.2.8 VeIaIc1IJuWep.... ~ ~ .:1 ::t:1- I-ffi a:~ <:;) Wu do 00 0, (/)w: LLI :I: ! ~""i CJ) u..: -0' ~~i i:2 ::::if u...< 00 :;)! _0' ~~r ~~I ww ~~ g ;}1 ~~11' ::t:u ti= _0 z wen] u- i= ~'i ~ \j .. ! .8 . ",.J ! .. U7D. -=== D a a D c= 0=:: 0::=. == ~ '~ ~ ........=~.T:"'- ~l:I=~"'=:-~ rICo eo : : ,.....0 ~ CaIta IIaIIlJMI at~ Ca..... ~ ~. M'::':.I::~~r- 88 ~ --- _r ) ..1-' , \/ --- .. .\ ~ ~ i, ~, I' 0 o - ~ -,., - o o 'I .,,,,.i -~ c; - .. " I ~, I l- V) C i I . Z /' --?~1 3: '~ -I r'/p, " 01'Jt.-c l.. ,/ ,. ./ ,. , , .p ,,-/i z '>\ \\ of :f~ ," I- WI' a: ~ ' ~:;) dg c UlW ~ 1= I (/) u... I ;;:;01 ~~I i:2::::i u...:5 ~Ol :I:W I-::t: ZI- -0 !zl- ~ - (.- :::> g\!i; o Ww 1=~ u...13 -Z wen u- i= ;1:, !E~' , SIDE' I .... .. . , ' )i. ". / 71"'J / ,. / ,. " , . . . . '. I SIDE: ". '. .\ '\~, \0-,. '''''t \... ,,, '.~ .. \':. . ~~, .~\ .~.\ -....-............................... ,,' \ \..;..'" i.. lt~.! \ Y" o (I) I I ,,,/ ..../ --' o ;it~ o " *~ l.: .. " ,YV('t ;)In.....~.., ....... - o rj..(~fr ( -.1\\ I I 1\ I { ( 1 : r. : (' ~7~ 1 f J t - Z <' ::x:1- 1-5J a:~ ~:;) -'u uO UlC ill 'i! ! -J i-ol (/) u. : -0' ~~I <( _ f a: -', u...<1 UJ :> i i: ~j I- ~; Z 1-' ; 01 zi-o\ ~~ g~-, Ww ::t:u ~~\' ill(/) u- -::t:, I- """,j 0.' Z\ -p- ,INESS LU ~ lLl I.LJ ~ z BUSINESS 0 ::; z b L() ci ~ It: (/). ~ 25' ~, .STRUCTION ./ /' .l.Q!l. ...~ -c:- UNE " NO. 93250 '. ===f P= ) .1-' / .rlLl ~\ . I- 0 \' o .....) ,..... - -. .- ~ ., ::t: 1-, ~~\i <:;) Wu -'0 uo 00 ' 00 W, w::t:1 -' 1-1 00 u... I -01 w ~' ~::::il u...< :;) ~ol 1= ~i i~~' Ww ::t:u 1-- ~~\ w UlJ ~ i:, I- ...." 0,4, Z\ . . ~---~.-.....L _ H...... ~~ ---- B rC lc Curb ramp deelQn B ahawn (Paired ramp) C Lc Curb ramp dnlQn C Ihawn (Wrap"araund ramp) ....... r- --- - o o .. " o \ " ... Contraction joint. ( *-" )( 1 VZ" ) .hol be c:on.tructe~ at 1Si, inter vol. or 01 directed by the Engineer. "V" Groovea thaD be .paced to correspond to the marking. in ..istintil Ildewelks. or aa directed by the E"9neer. :y~tiWt%'~~~:On"=~~r j~t.~t~~iar~:~.~b:;~:~dn~h:~~ll Thickened edgell are required for lide_elks at corners. but not on tanQcnt ..cllon.. All curb ramp. aholl hove a :'::-:'O'~P:':llt)ont~~n~:,\h .:~tf~~. a~i~~~~~~~:bwh~~Ud,"9 monolithic curb Gnd aidewalk i. us.d. thickened .dge. are required at allloc:atio"l. For curb ramp detail.. ... Standard Pion IICurb Ramps". CEMENT CONCRETE SIDEWALK -- ........... .,......... a__ ~ m~~- ..... -.....- _ Octabor 31, 19S8 STANDARD PLAN F-6 ...4" ~ -u SECTION A.:'A'l ' , ~ .. ~~..' - I i": " -~ 'i ) ,I \ 1 \ I I \/z" WAX""}. .,.' T""" @ SECTION B-B Thicken edge to full depth of adjacent curb ~" E.panl~n Ja~t . 4' . SECTION C~C 1 ~ I I I I t "" 4' Q,02' o \ ;';~It;;:Di?;t;~;-;';:;?:r:;"lJ;/'::".<'_:~<,',\":,'"".," -.' "~' . ~')".~: :r.1;-t:r;1.f>':.'~IIt'" ~":,~\~,~t';~4',~,,,.;':)": . '. - '" -,:, :~. J ,J },,:,.'>"\,~~'f\~f~~' ~ __~(~{~,i:::r:";;'t ~ SECTION D-D Thicken edgl to full d4tplh at adjacent curb ~ ~---- ....,... .........,.,...... DATE REVISION -'"""'q' ~--- v -- 'V --- -- -- - III _1:8 ...- -L..~ .-.'. - o o , j ~ - .~ -- ,. " Z . < " :I: \z I I- wI' a:~ <:;) WUI ""'01 UO' 00 wi Ul::t: ' ~ 1-1' Ulu... ~~I' i:2::::i u...< 00:;) i: ~I I- ::t:. ~61 \z 1-1 wwl ~~ U(l(i g2 Ww ::t:u 1-- !:!:b Z WOO u-4 -::t: I- ..... o '('j Z\ C 1"^/~ """,~I! '~,~ ~~.. ;7<~..,.. -.,., , '" DEPARt~~~~S: p~~~r~~:~E~c-) r \ 1820 Jefferson Street P,O, Box 1220 Port Townsend. WA 9836B (360) 385-9160 June 16, 1995 Attn,: Mr, Stephen C, Palmen TransAid Area Engineer, Olympic Region Washington State Dept. of Transportation 5720 Capitol Boulevard, Tumwater P.O. Box 47440 Olympia, Wa, 98504-7440 Re: Chimacum Road Improvement CR0953 Dear Steve: Enclosed for your review, are copies of details showing our proposed cement concrete curb ramps and approaches which should meet the most current Americans with Disabilities Act (ADA) standards. This modified curb ramp design is similar to Public Sidewalk Curb Ramp design (c) on page 88 of the Federal Register, Vol. 59, No. 117, June 20, 1994 and meets the Federal minimum slope requirement of 12:1. This design is also similar to CURB RAMP ALTERNATE and CURB RAMP DESIGN D as shown in the proposed WSDOT Standard Plan F-3 which you sent to us with the letter dated 6/8/95, This modified approach design is similar to MODIFIED APPROACH detail also shown in WSDOT Std, Plan F-3, It is my understanding that our previous approval by WSDOT of the 5' sidewalk width is still valid per a conversation between Transaid Engineer Bob Holcomb and Jefferson Co, Engineer Bob Nesbitt on June IS, 1995, Please verify this and include in your reply, . ~ Please review as to compliance with the current ADA standards and notify us by phone and letter of your conclusions. I will proceed with preparation of the Addendum to the Specifications and Contract for Chimacum Road, but will not finalize it until receiving your comments/approval. ) ,.F' / xc: CR09S3, design corres. attach: ADA curb ramp and approach modifications .. 0 \, r-' .. Sincerely, !t:::r:f o C:\fROlnCTiI\CIIIM.NO\OOCSlAlIllnM I, IInc 100% Rocycled Popar _ tf?-Y( (, 1,/.._ I , :i~~""'".t''''' "'.' "" ";'~_~i'tl~~~~< ~ :,~;K.:.'4Z"~'.t:i> z <" ::t:1- I-~ a:~ <:;) WU -'0 Uo ~!;!. w.....: .-J I- i Ulu... -0 w ~ ~~i i:2 ::::it u...<! !:!la! 1= ~! Zt-! ; 0: ZH WWI ~~ UC[!, o iJ-i 0_, Ww ::t:U ~g Z WOO !:!5; 51-:" Z\ I . 1 :0 . .-.J ( .. ;;~..-w . " \' -' -. -.- - o o lIB IV I :r ~L/- -- -- R W SIDEWALK .. .- lLb.. CHIMACUM ROAD CO. RD. NO. 932507 --~' ....~ ~- resta u ran t o C>c>c>C> MODIFIED APPROACH 61'V - - \. -~ 'i } / / / / /' ,/ , /' /' ( c '" c FILL r ~ ~ r"} ..1 (' . ~ LJ ...... ~ --.- ---- - .:;:;~~li.ii;~\i::~'ij.i}, I restaurant -/- II o 0000 Q) 0 ex) I-ex) W WN WLO :: (t:: ~ 1-' yw (/)0 3: 2 ("'--..2 ~ .--l 20 . I ~ 0 3:~ L.{)....J LO+51.00 :5 ' (/) 0 () 11' 11' o o .. , , ~ /" /" t 3 11' /" /" :) /~ FILL _No . "'0>-" MODIFIED APPROACH 6/'V I ~ - - LO N ..-- ~ - LO . <..0 ~ __.!Z'~..'."'..'.'. ' ~.4I~. , :"/~::/',::):}'s;:~;': ':',')~':'~";'l ",h.':'\<'!'"",., -':"..:.1 "L~IJ;>';f'''~i;j~:i/ :~ - \. ...... q 11 ' w \.. o o 2 ;"',:,'", ,..,'.' " ;~ l~' .~~____ . 1: U: - "J -.--- - - - -- -- I - -~ - -. - ; o o l .1 -~ c; .~ .. " o \ " ~~' 1= 15! a: ~' <:;)[ Wu dgr ~~\ ~.- i CJ)LL.I -0, ~~I' i:2::::i u...< 00 :;). i: ~i ~ 1=1' 1-0 zl- ~~ g~1 Ww ::t:u 1-- !:!:b z w Ulj u- i= j:!:jJ' ~ ~J \, ~ MATCH EXISTING. VERTICAL SAWCUT EXIST, PAVEMENT VARIES 5' ASPHALT CONCRETE PAVEMENT ClASS B (0,30' COMPo DEPTH, TO BE PLACED IN TWO 0.15'DEPTH UFTS) EXISTING ASPHALT CONC, PAVEMENT 3/f!' EXPANSION JOINT CEMENT CONCRETE SIDEWALK ~ CEMENT CONCRETE CURB RAMP TEXTURED SURFACE -2% ---- - ----- - -- -2% -5% u .. l' 4" ~'D'D.~I:1'D. ~~~'_:Ij~ {~,:~.:_,,-,:, 7'~' .; CRUSHED SURFACING TOP COURSE (0.25 COMP, DEPTH) 0" ,0," ,,0 . . 0' 9 0',0,': o NOTES 1. Ramp texturing is to be done with an expanded metal grate placed and removed from wet concrete to leave a diamond pattern as shown, The long axis of the diamond pattern shall be perpendicular to the curb. Grooves shall be 1/8" deep and 1 / 4" wide. 2. Curb ramps chall be poured as a separate unit from the sidewalk, isolated by expansion joint material on 011 sides except at end of ramp next to the roadway, 3. Changes in level up to 1/4" may be vertical and without edge teatment. Changes in level between 1/4" and 1 /2" sholl be beveled with a slope no greater than 1 :2. 4. A minimum 3' wide accessible route sholl be maintained in 011 pedestrian accessible areas. 5, Cement concrete curb ramps shall be constructed of air-entrained concrete Closs 3000. 6. All joints shall be cleaned and edged, GRAVEL BASE (0.5' MIN, COMPo DEPTH) CEMENT CONCRETE BARRIER CURB AND GUTTER THICKENED EDGE OF 'APPROACH TO FULL DEPTH OF CURB . ~~ LO~O/~ ^ ( -Nominal )V( dimensions RAMP TEXTURE DErAIL () o : ,(':~; " ::",'::: ';'::i::';';:';'.~,.t"''';'''' _~._~~~..i'"" '. ~ r'l - ~L.l J' --~W" -~~-~ -. - ~.Il ---- ---- -- -- -::.. _~ :5 -- -- ~ o -- o . \ , .. " o '\ " ~ o! ::t:\z I-w a:~ ~:;) -,u uO 1/)0 UlW W::t: -'I- Ulu... -0 ~~ i:2::::i u... :31 !aO ::t:W I- ::t:1 ~~I ~~ o~' 0_. Ww ::t:U I- -I !!::b z wen u- -::t:1 01- .., zl'", .. ....,.......,...,,,, ..~..---~- "-'''''0':_ ,_, ;:~. :,.. '/ .. ., i"'~'J>>'Y''';':Y :-;, .'~.'L"'; ''''''<'','''^''_'.' "",F'.''''''~' .~ 7;":0-'\'2/ _ ,,,,,,,^,,,,,.,.~ ,."..-....._ ..,,,~.'.,'... ..~'.".r-.'..' ,- ,_ ....'.,.-..,_,,"....,... . VARIES S' ASPHALT CONCRETE PAVEMENT~ CLASS B (0.30' COMPo DEPTH, TO BE PLACED IN TWO 0,15'DEPTH LIFTS) MATCH EXISTING, VERTICAL SAWCUT EXIST, PAVEMENT EXISTING ASPHALT CONC. PAVEMENT 3/fJ' EXPANSION JOINT CEMENT CONCRETE SIDEWALK CEMENT CONCRETE APPROACH 3-DAY ~ -2% ____ ._ 0_ _____ _ __ -2% -5% ,;1:" ~;l A"~ \ ) .,.~. \ . GRAVEL BASE (0.5' MIN, COMP, DEPTH) l' .) 6" 'EJ.I:JD'1iTB:D:r;z~'D :r;z .'. . ~ . ~ CRUSHED SURFACING TOP COURSE (0.25 COMP, DEPTH) 0'" ,0," " .,0.",. 2%-0 "'I' 0': ii '".' 0 .... .:'" 1'-6" ,,' 9 0',0: .. , () . .. NOTES Cement concrete approaches shall be constructed of air-entrained cancrete Class 3000, Construction joints shall be placed at IS' maximum spacing. All jaints shall be cleaned and edged. Approaches may be poured Integral with curb. CEMENT CONCRETE BARRIER CURB AND -GUTTER THICKENED EDGE OF APPI\~H TO FULL DEPTH OF CURB '-. - I ILl --.-- - ,I ~ ., ::t: 1-. ~~!i ~:;) d8\ ~!l! ~I- UlLl. ~~l i:2::i u...< ~~,I' I-J: ZI- ~~ ~~ gt: Ww :z:u ~g Z wen u- gi7i Z\ ",j " . ^..~ .. ---- o o .. " - --- ----- ---- - (, .~ q \ .... . C.l<..?-'{';'V--:-::;; C::.:.,I-l,. f '/'_;:'':'''4) "'f\.., --(0 c.,:t ~-":"-=J::: -:5 r [.... -*__} I C~,';:):~ ~ , . ~ ." Washington State Department of Transportation Sid Mowlson Secretary of Transportation Olympic Region He.dquarten 5720 Capitol Boulevard. Tumwater P.O, Box 47440 Olympia. WA 98504.7440 (360) 357-2600 Fax (360) 357-2601 June 20, 1995 Jefferson County Public Works Attn Bob Nesbitt P. 0, Box 2070 Port Townsend, W A 98368 Chimacum Road Improvement RS-QI61 (002) . Dear Bob At the request of John Wayand's June 16, 1995 letter, we have reviewed your proposed curb ramp and a{lproach details. Using the documents referenced in John's letter, we find the details to be In confonnance with the current Americans with Disabilities Act (ADA) standards. In the LAG manual under Chapter 42, Design Standards, on page 9 are found the minimum design elements for two way roads and streets. I have attached a copy with the sidewalk width for curbed collector streetshighlighted. As you can see, the five foot sidewalk you have designed is acceptable. We find your design to be in confonnance with current ADA standards and design standards for urban and rural arterials and collectors and approve the plan sheets as submitted for review. If you need additional assistance, please call me at 357-2666. Sincerely, ~tN/~ .' I ROBERT E. HOLCOMB TransAid Engineer, Olympic Region REH:scp Attachment c: J. Werle File R~ECE'IVED R:\al.V.~.rononlolllm.dA2,doo JUN 2! 19'5 JEFFERSON COUNTY PUBLIC WORKS DEP'r. \-~. ,. i. o \:\... G --. -~ ~ - Z, < " ::t: I-! I- ~I ~~\I -,u uO 000 00 WI w:I: -'I- !Q ~I ~~l i:2 ::::il u... :51 !Q 01 ::t:w I-::t: ZI- j:o zl- Ww 1=!d !:!:b Z woo u- -::t: I- ~"'J 0, Z\ .) . '. --- ...--.- - - ,-- - '--~ j j o o .. " o ,~ . " r I (; Geometric Cross-Section for Two--Way Ronds and Streets Artl!rlal Minimum PrlnclDal (h) Minor (hI Collector (hI Design Cul1ledal - ClIIIlocI" -- CUIlled4 SlIall_ Elements DIN DIN DIN DIN DIN DIN AM NJT DIN DIN DIN - 2l'On! DIN - 100 201 nI >lOOn! <<Xl 10 75110 10010 ilOln1 All 200 lMr AI 100 10200 0Ttr lMr 750 1110O 200 0Wf Right of Way Not Icss 1han required for all design elemen... Roadway Widlh(.)(bXlXll 24ft, 36ft, 40ft. 24ft. 32ft, 36 ft, 40ft, 24ft, 26 fL 28 ft. 34 ft, 40 fl, Lane Width: (A) E.terior lbXI) 12fL 12 fL 12ft. 12ft. 12 fL 12ft. 12 ft. 12 ft. 10 fL 10 ft. 11 iL 12 fl. (Il) Inlmior 11uu (1)) 11 fL 11ft. 11ft. 11ft. 11 fL 11ft. 11ft. 11 ft. 10fL 10ft. 11 fL 11 fl, (C) 2.Way Left Turn (1)) 11 fL 11ft. 11ft. 11 ft. 11 fL 11ft. 11ft. 11 ft, 10 fL 10ft. II fl, 11 fl, (D) Exclusive Turn (1)) 11 (L 11 fL 11ft. 11ft. 11 fL 11 fL 11ft. 11 fl. 10 fL 10 fL 11 (L 11 fl. (E) Parking 10 fL(e) 10fL(') (.) Shoulder Widlh(l)(al(l) 6ft. 8ft. 4ft. 6 ft. .8 ft. 3f., 4 ft, 6ft. 8 ft. Clear Zone/Side Slopes MSfITO or TRlI Specl" Repon 214 Sidewalks: (wh... poooIded) (A) Width Alone 4 iL 4ft. 4ft. (Il) Including Burrer 6ft. 6fL 6 fL Pilch Slopo (In .lope) Slopes '1CepeI' 11w14:1 should only be used when achieving a 4:1 slope Is Impr..tlcaJ. (')Fur cuibcd, dill...ce from face of curb 10 face of curb, For shouldered, dlslUlce fro';' outside edge In oUlSldo c:dge of shoulder, (b)May be rc:duced to minimum allowed by AASHTO, (.)S fcc. may be oa:cptab1n when the la"" Is not IlIloly 10 becomo a tramc IUle In lhe foreseeable fUlure, (d)Cwbed secllon II appropriate for wIlUl .."inll, (')lndustrlal are.. 8 10 10 fUl, Resldendal ..... 7 ID 10 fOOl, IOWhen gUlII'dr.lIlsnecc.suy, provide 2 feel o(wldening or longor PO'1I1O ensure le..ral.upport. WFor roads wllh lI'aflic volum.. I..a than 400 AM, the low volumo road and '11''''' IlBndanl. may be used, (h)Fcdcral funcllonal clu.lflc.don defined by wsoor (TRIP Dlvl.lon). (I)For guidance for one.way IlI'eCU,.... AASHTO, TRB Special Report 214, and the 1991 (mlfonn rll'e code, T. ) ..I' , I' ~~ \' o o Clly and County DulDn SltJndsrdtJ P4gtJ9 I cr ~- J7 y u_ ~......,--- ----~- - .,..,..,...-- o o 1 ( -'1: "i ~ .. " ,- "',-". '~"",-.' ',.., ',--,'-"'~'i,.-' '. z <' ::t:\z I-w a:~ ~:::> -'u uO 000 UlW W::t: -'I- enu... -0 ~~ i:2::::i u...< :::l !Q 01 ::t:W I-::t: Z 1-1 ~~I W~'I, ~ -I :;) g~1" Ww ::t:U 1-- !:!:b Z Wen u- i= ::t:, 0'7. Z '\. \ G ~"~' t~ ~~~,\;~(1i, ' ~~,( ~''';I.=,'' ;r\~' '''" , \! C/fJ"'/I~v""'- (l.o. cfZ.~~S'3 - /2./~#r I7~WAr I'tI4~U ~Jt..~ JEFFEIGON COUNTY'" ' DEPARTMENT OF PUBLIC WORKS ~ , ? 1820 Jefferson Street P,O, Box 1220 Port Townsend. WA 98368 (360) 385-9160 Jefferson County Dept. of Public Works P.O, Box 2070 1322 Washington St. Port Townsend, Wa, 98368 June 19, 1995 William G. & Linda M. Sleasman 73 James Page Road Port Angeles, Wa, 98362 Dear Mr, and Mrs. Sleasman: Included in the Construction Permit which Jefferson County and yourselves executed in October 1994 , was a road approach for Lots 2 and 3 of Block 1 of Morrisseys Addition to be constructed by Jefferson County at time of construction, We are getting close to beginning construction on the Chimacum Road project for which the Right of Way was purchased from you, During negotiations with you, the location of the road approach was not specified, Attached is a sketch showing your property along Chimacum Road and a suggested location for the new road approach, The approach will be constructed from the new edge of pavement to the new right of Way line, It will be constructed of asphalt concrete class B and will be a minimum of 14' wide to a maximum ono' wide, Please review the location (Sta. 16+90) that I have suggested for the approach and revise on the sketch or approve by signing the appropriate signature line. Also please specify the width of driveway that you prefer (14' to 30'), If you have any questions on this matter please contact me at 385-9377, i. Sincerely, ) ...' ,/ . A:t~~ Cc: W.L. & D.M. Ferris Attachments: roadway approach sketch ,,1\1' \ y' o o ,',f 100% Recycled Peper 1 . l_..4.L " !~. .~~1;\~?:;',i.,;J.i~:;;"w.. "r,,1 _ ",,' ~"t:,':'I~J.I~ ' ~ l'lIll ~ -.- - ~ --- -- -- o o , I ~ -~ - .. " \ Z < ' ::t:\z I-w a:~ ~:;) -,u UO 000 cnW w:X: -'I- cnu... -0 ~~ i:2::::i u...< !(l5 :X:w I-::t: ZI- ~~ w , :i - \ :;) u o 0_ Ww :X:u 1-- ~b Z wen u- i= ~, 0, Z\ \ o yJ:} ~, ,11' \~~ "'" C JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 1620 Jefferson Street P.Q, Box 1220 Port Townsend, WA 96368 (360) 365-9160 Jefferson County Dept, ofPubJic Works P.O. Box 2070 1322 Washington St, Port Townsend, Wa, 98368 June 19, 1995 W, L. & D,M, Ferris 260 Canal Drive N,E. Ocean Shores, Wa. 98569 Dear Mr. and Mrs, Ferris: Included in the Construction Permit which Jefferson County and yourselves executed in October 1994 , was a road approach for Lots 2 and 3 of Block 1 of Morrisseys Addition to be constructed by Jefferson County at time of construction, We are getting close to beginning construction on the Chimacum Road project for which the Right of Way was purchased from you, During negotiations with you, the location of the road approach was not specified, Attached is a sketch showing your property along Chimacum Road and a suggested location for the new road approach, The approach will be constructed from the new edge of pavement to the new right of Way line, It will be constructed of asphalt concrete class B and will be a minimum of 14' wide to a maximum of30' wide, Please review the location (Sta. 16+90) that I have suggested for the approach and revise on the sketch or approve by signing the appropriate signature line. Also please specify the width of driveway that you prefer (14' to 30'). \.-- If you have any questions on this matter please contact me at :185-9377. i. Sincerely, /!; ::r::- Cc: William O. & Linda M. Sleasman Attachments: roadway approach sketch o -\ r..t o 100% Recyclod Paper - I!IIIII ur- ~ IIDD-.....~---~__ ----~ -- - - -- o o '\. -~ ~ 11II o \ z < ' ::t:1- 1-i';S a:~ <:;) Wu -'0 uo UlW ffi::t: -' 1-, Ulu... -0 ~~I. i:2::::i u...< ~~ ::t:W I-::t: Z 1-: 1-- 0' 1-' Z WW' ~ -, :;) 0\ u!!i" gel wwj ::t:u 1-- !:!::b Z: wen! ~~! o '. z \J ----- NEW APPROACH STA. 16+90 (CENTERLINE) (shown 30' wide) I WISH THE OR/VEWA Y TO BE CONSTRUCTED ____ FOOT WIDE, I APPROVE OF THE ROAOWA Y APPROACH LOCA TI ON AT S T A. 16 + 90 --fsTgnarurej---------' --rsTgnarurej---------. SCALE 1"=50' s ~ 131 i~ ~~ b M GATq_____ CHIMA~M 19~ S 39.40'2 W ROAD --r- ! o \" \ . o -,~ :1_ ---- - --=- - -.- -- -r ---J -::UA~I>1~I,DVI" ~i:~=~.-~~~1In' _2~~C~-U:-===""-~~'~-~~'~-':==="-""=''''-~~I. h ; I' ;:\ ~.,,~. --eIl1 .... ;:~~ z <~ 1= ffi : a: ~' <:;)t wU1 -'0 ~o: el) wi ~ 1= i en u..! -0: ~~! <-I a:-' u...< !Q25 ::t:wl ~ 1=1' 1-0 ffi~J ~~ g~ O!:::! wwl ::t:U t i=] _0 z wen U- i= i;!i ~ \! o . I / rtJ .~...~ ~ i III 1 lJ~- -- -a o o '\. " "'1i. '1 .. " o \ " ~ \ \, , --- ,. . ,;', ) >. ~ PHONE DIAtJGUE~ (" I(Name)~' TAlkedwlth~a~M./ 4-5' 7 -? I ~.--, of ~lIed 0 Partl' CAlled Tlme-<:;j4L"r SUb)ecl--Cl~~IL~D~-S3- Date / 2. !. 2 0> A'EG-7'/rn!/> A#.&~ 1. What I said: ~ .~ ~-t::_40..N.k. c L..~~ ~,~~e-,rau- _Y_O"'-W~LVJfI"J-'W/.D..A:ta(_~---eJ.,t~a.1:t/r7fPN S . ? 4" ~ -p-Q-;m-c)-S1J~WAAr-'.r::. ~- _.5H.a~L_.IJ:l.~I(.1dl.If'---r-oJL..(J./.1'M7J I/" ~o ~ 'Z WhotPortYBOld:_Y~..$~6gz-~~ti- _A-_J&.o/L-I.,Iv!{).J~.A1J~~~t?~JkK-Jr-::::.. .C;/t:bw...,O-CY-o- jl~f)~~~--J-uatl~C'.I~dD'l1A1. Mon Nooclad ~/J~_""'_~~S i~ e.;:;:;_~Y.9_ \/' "" \ . . ) ,.1- " -0 \ . I" 0 o < ~U: . r~, ;..;~ :';:,;::i:;;~::::'~;;;:2:' ~lafI .- I z < ' ::t: 1-. ~~1! ~:::> -'u uO o 00 wI' 8b: -' 1-1 00 u... I -0: ~~I' i:2::::i u... :5[ ~o ~~Ii j: 0, Zl- ~~! u~' Ot-lil 0_, Ww ::t:U 1-- !:!::b z wen u- i=:I: o '7J z \. '0 . f' Will -- --- - o o .. " (: 10: frtIM It /Bruc" € ~~' ~ YlI Washington State Department of Transportation Sid Morrison Secretary of Transportation Transportation Building P,Q. Box 47300 Olympia, WA 98504-7300 June 29,1995 Mr, Lou Haff Interim, Public Works Director Jefferson County 1820 .Jefferson Street Port Townsend, WA 98368-5724 ,~.;; '~ ~"', {~ ~.. Jj 'W ~l~~.. ,~<~ ~=25 Jefferson County Chimacum Road STPR-RS-Q161 (002) IEfFERtiUI'l GUUNT .~i 15UC \NOP'!'<=: nr-o Dear Mr, Haff: Your local ad and award project has been assigned construction contract number SA-2649, For your project file documentation, this contract number was assigned on June 28,1995. Upon award of the contract, please provide your Regional TransAld Engineer with the following: 1. One copy of the Tabulation of Bids, which includes the engineer's estimate, 2. One copy of the award letter to the contractor. 3. The estimated completion date, or number of working days, for the contract, 4, D/WBE participation Information, Please refer to Chapter 52 of the Local Agency Guidelines for the necessary construction project administration Information. Sincerely, fIIP,.l,..d/ {' .:Y fi{l. ttl ( ~04' ~G- ~ f'v . . (xiI or (Or 1~ I.t' l"'jrl~"vJ ,J c9 , .".r:1' ,/ rJ \)0 (.oj .,..." KBD:ch . DI2 cc: Bob Holcomb, Olympic Region /7440 0{etd!:1J2-1J ~w; KATHLEEN B. DAVIS Fund Allocation Manager TransAid -- ~ ... .~ .., '- ) ..I' , I I' Q '\. r" o f (, ~.('~('=:!~Z:i15~~~":',,\ o - .. " , -' ~ f ~. r;, .."',-~ ~~rli/:'-; 1':1.; 1<'?'-:::" /\1 .. JEFFERSON'COUNTY DEPARTMENT OF PUBLIC WORKS ,,;,'.,- t :, , Z <' ::t:1- I-~ a:~ ~:;) -'u uO 000 UlW w::t: ~tl -0 ~~ i:2::; u...< ~5 ::t:w I-::t: ZI- ~~ w ::!! -I :;) u o 0_ Wu./ 1=u ~g Z wen l:!~-, o " ;z \ Jefferson CoUnty Dept. of Public Works P,O, Box 2070 1322 Washington St, Port Townsend, Wa. 98368 1820 Jofferson Street P,O, Box 1220 Port Townsend. WA 98368 (360) 385-9160 ;v~7l!' : .:r: t7,(,(,(IW'Itt-9' MA1L-eD ?}tIS 7Z> -"I;(.!>~ G'U1t-.sAlAV * .sl<< ,epv,v;t!?1 /r' 'T'o AG ~';p( " /'le.Vi$tfP ~;;'71#" ~ ~~f:.,2'(~~{&}:ftD'" . ,ndr:.~!1,,;,;,1J V ~ June 19, 1995 William G. & Linda M. Sleasman 73 James Page Road Port Angeles, Wa. 98362 Dear Mr, and Mrs, Sleasman: Included in the Construction Permit which Jefferson County and yourselves executed in October 1994, was aroad approach for Lots 2 and 3ofB!ock 1 of Morrisseys Addition to be constructed by Jefferson County at ti"1eof c'onstruction. We are getting close to beginning construc:ti6n<on\titc:i.Chimacum Road project for which the Right of Way was purchased from you, During negotiations with you, the location of the road approach was not specified, Attached is a sketch showing your property along Chimacum Road and a suggested location for the new road approa.ch, The approach will be constructed from the new edge of pavement to the new right of Way line. It will be constructed of asphalt concrete class B and will be a minimum of 14' wide to a maximum of 30' wide, ..;u~ l;~ 1995 JEFFERtsur'J (;UUNTY PUBLIC \!VORl,S OEPT \...-.. Please review the location (Sta, 16+90) that I have suggested for the approach and revise on the sketch or approve by signing the appropriate signature line. Also please specify the width of driveway that YOll prefer (14' to 30'), . '," If you have,any questions on this matter please contact me at 385-9377. Sincerely, y\ o Ai~~~ Cc: W.L. & D.M, Ferris Attachments: roadway approach sketch 100% Recycled Poper --tl - 1I~ -- ~_._- -- ..... ....... o ;;;J~~:;\..:jj o \.. .~ ~" , 11II , , o " Z <. ::t:\z I-w cr:~ <:;) Wu -'0 Uo ~~ ~I- Ulu... -0 W> ~I- i:2::::i u...< ~a :J:W I-::t: Zh ;::oi Z~1 WW' ~~ U!!1' gt:;:"i wWI ::t:u t 1-0- : - 1 ZI wen' U-J i= ::t:" 01-', Z "J s ~ :H~ ai~ ~~ I WISH THE DRIVEWA Y TO BE CONSTRUCTED 21'__ FOOT I APPROVE OF THE ROAD~Y: ~PPR~ACH LOCA TION AT 'S~ 7t '~ _,h'}. A ,L/ '1ELi/Hu /./tM//"- * ?.i;1:~Q ur~ , J )j,f't:/l ~gff~ ;r- ~~, (IMlP) ',-/l~;r:~ Dco ~A./o/ ?V1 /PUV-4- CJ \ C. -z. r'\' WIDE. o NEW APPROACH STA. 16+90 (CENTERLINE) (shown 30' wide) SCALE 1"=50' GATq__Y~_ CHIMAb0M 19N o CO) S 39'40'22" W ROAD . . -:5} \ :. o - ---=:;-----... ~"l~:,~~.~--~~i~~-~~...":.;~._-.-j:J~L.L:: I j I , ,.., I Ui ........ , I ........ h" "0, :~ _,.L1W&- -- r l~' tpot:IL _DL-~u_J'~ .- --r.-.... ~ o .~ 'i - .. ., ~ " 1= ffil: a:~ ~:;) -'u ~g\ UlW W::t: _~ I- UlLL -0' ~~I i:2 :; f u...< !!25 ::t:w I-::t: ZI- ~~ W ~- :;) u o o Ww :t:u 1-- !:!:13 Z wen u- 1= i!;. o ~, z~ \ 1820 Jefferson Street P,O, Box 1220 Pori Townsend. WA 98368 (360) 385-9160 r I 1 I c\ ~~."-" . ,r;( 'i'Jf~~ Cl JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS July 11, 1995 ~o/r 1/1I/f'5 Steve Palmen, TransAid Area Engineer Olympic Region Headquarters 5720 Capitiol Boulevard P.O, Box 47440 RE: Chimacum Road Improvement, CR0953 Federal Aid No. RS-Ql'61-(002) Local Programs Contract No, 2649 Dear Mr, Palmen: Attached please find a copy of the revised Engineer's estimate for the above referenced project. These revisions were necessary to comply with recent ADA requirements modifYing sidewalk configurations; the estimate has not been significantly altered. ,- ,I If you have any questions, please do not hesitate to contact me, Sincerely, Ji~~~ i.. '. \~ o xc: CR09ll C,IKI!N\CHIMCUM\WSOOn. TR.DOC 100<lb Recycled Paper - ~ " ::t: I- I I-ffi a:~ ~:;) -,u uO 000 UlW W::t: -'I- Ulu... -0 ~~ i:2::::i u...< !Qa ::t:W I-::t: ZI- ~~ W!:jl ~a: :;) . U o 0_ Ww ::t:U 1-- !!:5 Z wen u- -::t: 5'7' Z\ .. ". ..:.--- . ENGINEER'S ESTIMATE ROAD IMPROVEMENTS, SCHEDULE A CH1MACUM ROAD IMPROVEMENT. CR0953 FECERAL AID NO. Rs-a161-(OO21 ITEM PREPARATION AND OBSTRUCTIONS VEMENT MARKING GRADING ROADWAY eXCAVATION INCLUDING HAUL EMBANKMENT COMPACTION ,. '6 GRAVEL BASE CRUSHED SURFACING TOP COURSE 17 LIQUID ASPHAI.. T ASPHALT FOR TACK COAT Tlmb., Tn Collecllon- Conlr.clor 10 bo Inlormld thlt . f1.6% talC will bft collnallld on 11mb., hlrv..lld wllhln our RlW. Tim. 0' collection I. I' lime or loa lelUng. Dlpt. or Rev.nuI Colllct. ,... Tlmb., becom.. properly 01 conlrlClor wIth vllu. rell,clIed In bid prlc,' Splel,l provlllon n.Clllarv to Idvl"lI cantr.ctor of the 11mb., 11Il. o ~ . 1 .~ "i 7111/95 9:05 AM UNIT EST. UNIT AMOUNT aUANT PRICE L.S. L.S. ACRE 1.26 L.S. L.S. L.F, 6000 C.Y. 2363 C.Y. "6 EACH '2 EACH 2 EACH 16 L.F. 1679 L.F. 32' L.F. 1463 L.F. .2 EACH 7 TON 3810 TON 1257 TON 5,3 S.Y. 6'6 TON 1240 TON 2640 TON 19 ACRE 0.6 EST. '000 L.F. 2633 L.F. 160 L,F. 2.6 L.F. 9910 L,F. ,., EACH 44 l,F. 16 HUND. 0.39 HUNO. 0.77 L.F. 13000 L.S. L.S. L.S. L.S. HOUR 60 OAV 70 HOUR 1000 S.F. "6 C,V. 1812 S.F. 8592 C.Y. ,.. MOAL " CV, 0,1 EACH 6 S,Y. 76. EACH , EST. 1000 L.El. I..S. 6V 26 \'-".- . V, 60 C,V .. EST. 1 o AL 010 i. 498 88 79 ) /"" o ,,\ o - Z <' ::t:\z I-w a:~ ~:::> -,u uO lJ)0 rnw w::J: ..JI- rnu... -0 ~~ i:2::::i u...< !eS ::J:w I-::J: ZI- i~~ u ' o 0_ ww j:~ !:!::5 z WOO ~~-", o " z' . . ..: . ..'.:...., . . , , ! ( -1 ENGINEERS'S ESTIMATE WATER LINE. SCHEDULE 8 CHIMACUM ROAD IMPROVEMENT, CR0953 FEDERAl.. AID NO. R$-Q18HOO21 7/11/95 9:05 AM UNIT PRICE AMOUNT NSU'RANCE UNIT EST. QUANT L.S. L.S. e.y. 390 S.F. 3350 E.A. 1 E.A. 2 E."'. 2 E."'. 7 E.A. 2 E."'. . E.A. , E."'. 2 E.A. ,. e,A. , L.F. .. L.F. .. L.F. 1992 L.S. L.S. L.S. L.S. TON ., TON 20 'rON '00 L.S. L.S. HOUR '2 OAV ,. HOUR 2.0 L.S. L.S. E.A. " C.V. .. , la.oo "2.00 660.00 635.00 t2oo.oo 6215.00 "0.00 050.00 TOTAL BrD 6179747.84 Timber TaIt Collection. Contractor 10 baln'ormed that. 6.6% lex will be coUleted on limber harv.'ted within our RNI. Time or collection I. at limn of log .callng. Dapt. ,of Revenue Coltect. tax. Timber become. propllny of contrector with yolu. reflocted In bId prlCll1 SpacIal provlllon neces..ry to adv"'. connactor 0' the timber 'ax. ENGINEER'. UTlMATE TOTALS ROAD IMPFlOVEMENT6 SCHEDUU! A .490681.79 WAn" LINE SCHEDULE 9 . 79 747 84 ORAND TOTA U7S 329.43 \_'"' , i. - z < ,I ::t:\z I-w a:~ <:;) Wu do 00 0 I (I)~I ~ 1-1 UlLL. -0 ~~ i:2::::i u...< !aa ::t:w I-::t: ZI- ~~ ~~~ o ' o W'.IJ ::t:u 1-- !!::b Z wen u- i i= ~::t:,'" . 0 . Z' t: ~')~. .~~ ~. (!( ~ -11II ,:'1 "?"fi'''' IIlI'B- lB'~ o o (' .. ~ '1 .. " JEFFERS~ COUNTY DEPARTMENT OF PUBLIC WORKS -:$y~/'1r \ ;.;. JUr1 0 :93 "~.f~EI"E~wu.I') '",uUNTY ,-"~ : ;..U, fl. -: t,j\!( ;f.;'~-\:F'~:or::P1". MEMORANDUM DATE: May 31,1995 TO: David Skeen, Prosecuting Attorney 1820 Jefferson Street P,O, Box 1220 Port Townsend. WA 98368 (360) 385.9160 ~( ~:i.n., \\ \S . " ,~ ,gS5'. ,.,.._ ~J " ~Ose ,. SUBJECT: John Wayand e; M Review of Specifications and Contract Documents for road project Chirnacum Road, County Road Number 932507, CR0953, M.P, 0,06 to M.P, 0.41, Federal Aid No, RS-QI61-(002) FROM: Attached are the Specifications and Contract Documents for the above referenced project, Our intent is to advertise for bidders to begin cOl1Strnction on this project as soon as possible. Please review for approval of form at your earliest possible convenience and return to Public Works Dept, (Attn. John), Thank you for your expediency in this matter. If you have any questions, please contact me at extension 377. xc: CR09S3, corres, attch: Specifications and Contract c:pmJccl<\chlm_nn\~~cs"pc.."kccn I.m.m 100% Recycled Poper ......,. i. ",..' -\ r' (,) 0 --I ilDi!Bl-. - r .~ z <~ 1= ffi! a: ~' ~:;)r -,U\ ug, 00 wi ~ 1=: en LL i -0' ~~f i:2- LL<i.! 00 :;)i _0, ::t:w I-::t: ~61 \z 1-1 ~~ g~1' Ww ::t:u ~g\ z wen u- -::t:. l3lii z ,~ iii 2 35 40 56 79 89 93 . 94 97 . '" ~. ~ -- --mBI.... .. "---- . - -- -- ~---- -~'--- I'll' 1/iII!II[____ ~_ o ~ j ,01 .~ '-; o .. " r:: r JEFFERS~ COUNTY DEPARTMENT OF PUBLIC WORKS \ 1~-~ ~,~(~,,",~~' ~~~, .: ~ \'~t-1~- .~ June 29,1995 David Skeen, Prosecuting Attorney John Wayand cfjN/. , 1820 Jefferson Street P,Q. Box 1220 Port Townsend. WA 98368 (360) 385-9160 MEMORANDUM DATE: TO: FROM: SUBJECT: Review of IIIl2llifkd Specifications and Contract Documents for road project Chimacum Road, County Road Number 932507, CR0953, M,P, 0,06 to M,P. 0.41, Federal Aid No, RS-QI61-(002) I have found it necessary to modify the Specifications and Contract Documents for the above project which you have reviewed once. Attached is a copy of the modified documents for your second review, modifications are as follows: fAQE MODIFICATION ADDENDUM NO, 1 Added due to Federal Americans with Disabilities Act requirements, CALL FOR BIDS Filled in bid submittal deadline, TABLE OF CONTENTS Update Table of Contents, AMENDMENTS TO THE STANDARD SPECIFICATIONS Added Section 1-02, Bid Procedures and Conditions, Added Section 7-04, Storm Sewers. Added Section 9-09, Timber and Lumber. SPECIAL PROVISIONS Filled in bid opening date. Revised address of Jefferson County Hadlock Shop. Corrected format of pavement marker types and manufacturer's addresses. Permanent Signing, revised address of Jefferson County Hadlock Shop. Pavement Marking, corrected format of manufacturer's addresses, Temporary Pavement Markings, corrected format ofmanufaeturer's addresses. SAMPLE PROPOSAL AND CONTRACT DOCUMENTS Added Schedule B - Waterline to proposal. "Proposal - Continued" , revised format of sheet. " . ) /,1'- \ \ I would apprecinte your expediency in reviewing this document. Again, thank you for your time and IlSsistance in this matter. If you have any questions, please contact me at extension 377, O,vl'f '. xc: CR(}l)53.com:.. n ~ftr ~ nllch: modll1cdSpccll1cnUon. ,U1dConlmct '0 eN' I!lI'1"'~ c:pmJcctslchlnl_noldoc.Ispec..Isk..n2,m.m I' ~[7 U I~ .; --: , 100% RocyClod Papor ~ .0 o \"-'"' '!'" \ ~"V. --.v---- - - r -, - - -..- y -- - -~.- 1DlWJ_ o o ~ ,~i .~ ~ - .. " Z <' ::t: \z 1 I-w a:~ ~:;) -,u uO 000 ~~I! Ulu... -0 ~~ i:2::::i u...< !!l5 :J:w I-::t: ZI- ~~ !:E~I :;) u o 0_ Ww ::t:u 1-- !!:5 Z WOO u- i= i!3, o C' Z\ Jefferson County Department of Public Works CHIMACUMROAD County<Road Project -CR0953 Jefferson County , ..W ash,. . t. , . ',," \-- . T. ) ,oF' / ".I '\ I' I . A..' .AES90NSpLTANTS ARCIDTECTS .ENGINEERs SURVEYORS .. ... ..."__,........;_n....~. ',. 0 o ',:.. :1 . 1 I _ L ,.. ".' .,,~ 'f' ....:,"." .",' !~'{S;,\'y:';}-~ ~~H};~.":h,7f':.j~?:~:r"'i ......::l........ ". " -- ~-' - , - .IiII_ ------ -.. " PAGE 1 USEr.. F'O:X: NTS IN COORDINATE TABLE .CHIMACUMPXT- PREPARED BY: A.PALMER Z . < 'r ::t: 1-, I- ffi \ a:~ ~:;) -,U uO 000 enw ~ 1= I en u...1 -01 ~~I i:2::::i u...< !a8 ::t:w I-::t: ZI- ~~ ~~ g~1 Ww ::t:u 1-- !:!:6 z wen u- i= i!;: 0..:. Z\ :6 o .. FROM 11 TO 1500. POINT NORTHING EASTING POINT 4/15/83 NORTHING EASTING ================================================================================ 7 9 11 13 15 17 19 21 23 25 27 29 31 33 35 37 39 41 43 45 47 .~ 53 55 57 ' 59 61 63 73 75 .102 144 193 216 237 301 303 305 307 310 312 314 316 318 320 322 3783Jih$_..Q,64.._ __._1 :'5256 73 ~7?3_._ 375735.557 1525594.674 32.Z.0.CLo....s:l1 1 l.525Q,34.,22~, ~378441. 330 .1,~~4Q1.! 3~.'L 378434.757-- 1524611.644 378431.633 1524715.286 378433.032 1524611.592 378423.870 1524818.788 378418.060 1524950.186 378412.245 1525081.683 378398.226 1525398.726 378391.579 1525549.064 378244.646 1525694.272 377979.908 1525677.766 377981.352 1525661.695 378108,983 1525665.504 377853.721 1525657.886 377612.230 1525650,680 377512.091 1525647.691 377411.596 1525644.692 377240.069 1525639.573 377151.630 1525636.934 377065.863 1525514.218 377078.451 1525204.705 377078.8.91 1525204.739 377088.851 1524994.052 377100.672 1524769.702 377118.576 1524544.524 377092.463 1524882.350 377101.971 1524656.505 377111.478 1524430.659 37.57.88.212 152~2Z2.737 378441.006 1524404.361 381060.750 1524292.718 381091.933 1524414i208 -.:uf.l..4..'l4.,.120_152:43.59...706. 375567.553 1529649.063 380893.378 1529745.409 378428.50~ 1524818.928 378401.825 1525398.822 377603.569 1526767.758 375690.463 1526685.985 375357,784 1524753.198 377726.010 1525654.962 377411.771 1525643.295 377060.485 1525625.844 377085.983 1525105.812 377136.480 1524319.346 _.,3-7a.o.:il.3....~J3J>_...,..1324A64. 0:;'9 ,-~1Z-U 6...39_9-.--.1,32..431 f) ..7:51 ... _, ,- 'I' ,_1" .' ~.. " . ':.. , ; , ":' ~ I't.... ,,(",' _ ~ j (DI ,l '.." '., " I" _, :-: ~ ""'r:'" i'" 1 3 378385.369 1525674.676 377005.431 1526949.726 377116. 191 J.5.2...43.1a.J.22 377105.765 1524566.385 378437.881 1524508.002 390610.330 1526218.558 .378437.613 1524507.994 378428.451 1524715.190 378419.417 1524950.280 378406.076 1525240.227 378405.236 1525240.204 378392.129 1525549.099 378383.901 1525687.026 378245.560 1525669.580 377852.959 1525666.364 378108.983 1525665.504 378108.983 1525665.504 377726.089 1525654.077 377512.003 1525649.189 377327.008 1525632.714 377325.833 1525642.133 377151.365 1525623.989 377061.936 1525514.167 377070.919 1525303.598 c:::3:7-~ ....... i~. O;;er '0 377083.065 1525105.590 377087.762 1524994.024 377109.624 1524657.113 377127.528 1524431.935 377097.217 1524769.427 377106.725 1524543.582 377116.232 1524317.736 375766.698 1524728.874 381083.976 1523927.177 378510.134 1522947.081 380989.530 1527064.545 375682.902 1526911.611 378209.878 1529658.282 378327.959 1526987.840 378410.327 1525081.631 378382.433 1525699.376 376713.242 1526499.978 375683.026 1526913.948 378106.858 1525689.168 377612.235 1525655.084 377242.246 1525622.133 377063.387 1525402.491 377091.720 1524882.291 377932.878 1524343.913 377725;456 1525652.576 4 6 -fL 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 ~, 48 ;re- 52 54 56 58 60 62 ~. 74 76 112 .......ti2- 215 218 300 302 304 306 308 311 313 315 317 319 ....J.2.L 323 _4- 5 ~~",,".- ---_.....-- ...........- iiI_ t~ - \ , r '. --&1-AII3/1- Ae.b,1'1- plio"; MpO. [,O,...,.-rf C)/-1. ' . F!'':? .~ ~~Kba">'/ ~.....- T, ) /; /" 'I' 0 \ r.' o -1'- Y-i\1l~~_n_- "f I'Cf ...., ,-'_1,,._----- ~1iIIIL1II--- ~- r- p"'''"i~'' ;gu....... ;.," L', , \~ .:;.[' ""':;"; "')',:,'.:, o ., o I i!i;J .~ '; - .. " , ~, \ PAGE 2 USEI:. ' PO I NTS IN COORDINATE TABLE -CHIMACUMPIT- Z :f~ I-w a:~ ~:;) -,u uO 000 cnW w::t: -'t- cnu... -0 ~~ i:2::::i u...< la5 :J:w I-::t: ZI- ~~ ~;# - ~ u o 0_ ww ::t:u I-i= !::o Z woo u- i= i!;, o 6 Z\ PREPARED BY: A.PALMER 4/15/83 FROM t1 TO "'500. POINT NORTHING EASTING POINT NORTHING EASTING ================================================================================ 324 378444.133 1524359.765 325 380666.015 1523986.770 h, i i '-' i , Tr"'" ":':",:".:: \"-, .,' ,::. --. -..- v ,~-:rr~. ---: ... . ~~, ''''__~.~_n_ .~ L1fti .:-:, 'r' 1; .~. ' ; ;,',~';;; -.> ~,kIi~:/ 'I.' < ':':';{;"~'..;~:.r': -(: ';',>;'>'>;,f' i:::~:'. ': ~". . J_\:i;~;,::{~~:::p;~;. >'~,'"\:y://?(,,:.,\ ;;1::'/:-< 'i.", ':':1 ~ . "<-'l' ~-: ',', '1", .' ~-", ':; :,' y,; ;~, f .:~. ",- i." 'j\, ',.,.:,:>;"" ':~\.; '..;" ,'H ',,",,,.,.," ;,1-.',".':, ',;.:;,/ :> :L' ,'~:;'I;:'; ;';,~~;7'{:';' ,~:: -<.'1 _.;_:\':'.':':-'" :.;,., ,'>.'.', ;".; ,': .'~ ,,' ." ,i>;:", '''l'o, ;,).", I.';" !. . ':, '~ ',:"j - /, " ',i,~~,.C..', - ",/; '\ PAGE 1 STAKE OUT 31B DATE: 4/15/83 ~ ,I ::t: \z I :;; ~l ~:;) -,U ugl ~~ ~I- rnu. -0 ~~ i:2::::i u...< !!2 a, :J:W I-::t: ZI- ~~ W ~- :::> u o 0_ Ww ~~ !:!:o Z wen ~~-, o ;, Z . COORDINATE TABLE: CHIMACUMPIT PREPARED BY:' A.PALMER TYPE OF STAKE OUT: MANUAL SEQUENTIAL BACKSIGHT FROM TO III STANCE ANGLE DIRECTION ================================================================================ 314 315 6 8.386 A 88 56 29.8, R N 87 46 19.2 E TYPE OF STAK~ OUT: MANUAL SEQUENTIAL .,' BACKSIGHT FROM TO DISTANCE ANGLE I1IRECTION =:==========================~=================================================== 319 -' 5 20.30<>-" '" fit.., 87"1'3' Ob:l: ft.. ,... s' 1 45 46.9'''W ~ '!,!\ <.' ,',' .J{~ lj (...J , :"',{ .' ',. h~ '.~ ;:~t ~' 1" 1,/ :;;%,: '.' ,~t "'m" " /"'}1' '-,,> 'iL:~'t _~_' ..,.,,,...'~ ~JWV--~- -~-,:.r_;."I" .. -:-'~ -- - _~I~~. ~,:::.- , , '~~!i ;'<: :.' '; ;""'_\'~~~' J:'::/(~::'.:::,i? !'\-~'. ;\'-.' '~ ;1 ~:~~~{Vl 1;:';-:,' m"....'fJ:u... ,,101 , " ~ """:~' '~~-'''''::;; '".~-;~.:~~;~ ;;! ~-<,"' , - .,; '1 '. ((7':;;-'" ,,-,' . ":;'\", (y. ,'~ l' N "'l .' l>:..;'~':~:~_~:i;',~~{F;';:'~~':;J,:;r:::::.;!t. ~.'-' . ~ '''';''''- \;~'" " ;~\,:~:::.;\; .' ',"\<~':t":';lj" , ';i:,',.;,'" '.';:;,':<" ,~"" "". "'-"-'};',' '< - /;':~-> 'Co-", ;.'.;,/",:, .,.-;':' '-1'" - ", ',:..1 j" '~ ~ .- .. " ",-~'_'li-~", , ... \ i BA J-. (, ..n ~~; I &J~) II'/(j 1/\:)(:0 . \ ~, ,'.1 /1/ ;..1., D ? PAGE 1 TRAVERSE . ESWPROPLINE. 4/15/83 JOB '" JOB DISK t3 ~ .il SHORT PLATS/PLATS MISC. SURVEYS PROJ. ENGR. : a.LAURIE :z:\z JEFFERSON COUNTY PREPARED BY: A.PALMER I-w -------------------------------------------------------------------------------- a:~ ESWPROPLINE From 303 (378382.433,1525699.376) To 73 (375766.866,1524728.854) ~:::> -,u uO DISTAN~E (/)0 (/)w eRS FROM TO FEET DIRECTION NORTHING EASTING w:z: -'I- ================================================================================ Ulu... BS. as. 303 ------.--- S 86 18 30.7 E 378382.433 1525699.376 -0 ~~ 2 * 303 310 275.764 S 2 07 17.2 W 378106.858 1525689.168 i:2 -- 3 * 310 311 382.381 . S 5 07 56.0 W 377726.010 1525654.962 -~ u...< 4 * 311 312 113.775 S 0 03 40.1 E 377612.235 1525655.084 !!!5 5 311 322 2.450 S 76 56 20.0 W 377725.456 1525652.576 ::t:w 6 * 312 313 200.811 S 3 21 55.7 W 377411.771 1525643.295 I-:z: ZI- 7 * 313 314 170.840 S 7 06 55.6 W 377242.246 1525622.133 ~~ 8 * 314 315 181.799 S 1 10 10.6 E 377060.485 1525625.844 w 9 * 315 316 223.372 N 89 15 19,.7 W 377063.387 1525402.491 ::E -I 10 * 316 317 297.537 N 85 38 40.9 W 377085.983 1525105.812 :::> 11 * 317 318 223.595 N 88 31 47.0 W 377091.720 1524882.291 u 0 12 * 318 319 564.722 N 85 27 14.2 W 377136.480 1524319.346 0_ 13 319 323 20.099 S 1 41 15.8 W "..;llZ11b'420~~ Ww 1=u 14 * 319 320 796.777 N 1 46 00.7 E 377932.878 1524343.913 !!:g 15 * 320 324 511.501 N 1 46 33..5 E 378444.133 1524359.765 Z 16 * 324 321 433.612 S 13 55 02.6 E 378023.250 1524464.059 W(/) 17 321 325 2685.519 N 10 14 14.6 W 380666.015 1523986.770 u- gi;- 18 * 321 73 2271.869 S 6 41 35.8 E 375766.866 1524728.854 Z \. , 'f ~t\ , {i~ ~~ " .~ "I.; '~.'~, :::-~IJjl!,,_~~ n ___ "RIL ',"",'. ,:,,<:", . II.Rl!liMI\t1'>JAl:.I1i~~:'~Rm?w!r . y~\' . Cl) JEFFERSON COUNTY DEPT. OF PUBLIC WORKS Courthouse, Por~ Townsend, Wao 98368 206 385-3505 ---'---------------------~-------------------------------------------~-~---~----- y-' I -v-~ -... . . - ...-- .-=~--~ -iii >/.;~;~ .-'.',' . . .:' '.',.~: ;:,::' '.';;:, . i..: ';, ;/'''~.:'(.::''< (', .~ ,'...,. ";"'';::'1 ,,'I';," \:,:><,';;:":,': ", ::.:/. :~- ~,;~ ~.'<~'"!><:;~~:i:. 'i>' , ~ ,,;,.;,; ,.. '.'~ i'.. ",', '<~ \';-,'-:'."'-" , r,-,->"_:.,, ,'-i~:>;:,;i~~',\ J,~(;/-,~, ",.,\," ";1 ~"" /':;~~":'~ . Y\::\\~::X~~;'~:: ;:;.; ~ ,._, , '~'''; ; ,;.., i ~- " e'., .---; ':;r":::':~:"i~:;,:\:" ">J~: ,';" n/.}:',:.:- ,. "j ',:',--:'~ ,/ . , I ! .~ t:; - ,-.":,';.",,,. " ~I ., -'-)?/!'J _.~-,,-,.....,..--~_." --"~~ .."~ .. '\ , "0;' /1 ,/ .Z' ~e:' r~- })I/- 7/:; j!H PAGE 1 TRAVERSE "ESWPROPLINE" 4/15/83 JOB to JOB DISK +3 ~ ,1 SHORT PLI'ITS/PLI'ITS MISC. SURVEYS PROJ. ENGR. : B.LAURIE ::t:1- JEFFERSON COUNTY PREPAREII BY: A.PALMER - I-ffi --------------------------------------------------------~~---------------------- a::::E ESWPROPLINE From 303 (378382.433,1525699.376) To 73 (375766.866,1524728.854) ~:::> -'u uO DISTANCE eno UlW eRS FROM TO FEET DIRECTION NORTHING EASTING w::t: ================================================================================ -'I- enu... BS. BS. 303 ------.--- S 86 18 30.7 E 378382.433 1525699.376 -0 ~~ 2 303 310 275.764 A 268 25 51 R 378106.858 1525689.164 i:2::::i 3 310 311 382.380 1'1 183 00 42 R 377726.012 1525654.946 u...< 4' 311 312 113.775 A 174 48 27 R 377612.237 1525655.063 en :;)1 5 311 322 2.450 A 251 48 24 R 377725.458 1525652.560 _0 1=~ 6 312 313 200.810 A 183 25 39 R 377411.774 1525643.262 ZI- 7 313 314 170.840 A 183 45 03 R 377242.251 1525622.087 ~~ 8 314 315 181.799 A 171 42 57 R 377060.489 1525625.781 9 315 316 223.374 1'1 271 54 54 R 377063.416 1525402.426 W 10 316 317 297.540 A 183 36 42 R 377086.048 1525105.748 ~- :;) 11 317 318 223.597 A 177 06 57 R 377091.815 1524882.226 u 12 318 319 564.727 1'1 183 04 36 R 377136.662 1524319.283 0 0_ 13 319 323 20.099 A 87 08 30 R 377116,572 1524318.688 Ww 14 319 320 796.778 A 267 13 18 R 377933.057 1524343.983 1=!:a !:!:b 15 320 324 511.502 A 180 00 36 R 378444.310 1524359.929 Z 16 324 321 433.611 A 344 18 27 R 378023.408 1524464.139 wen 17 321 325 2685.519 1'1 3 40 49 R 380666.268 1523987.374 u- 321 73 2271.863 A 187 13 30 R 375766.973 1524728.452 i=~ 18 0, " Z ,.. . j; ~ ~ I .' ,.~ ./,.. \. --- -'",," ",,,-..,,...- - - - , --- ----- "-:;- .J o JEFFERSON COUNTY DEPT. OF PUBLIC WORKS Courthouse, Port Townsond, Wa. 98368 206 385-3505 - - If ... ~ tB- ..... ,.~III! ~- ,'" "':;'-'" ..,.",~,:,\,"...>-:, ::\>:,":"'(-"~"';-I,:-".\>(..' ,,""'. " :.' " . 'l',,~~; '; ',:; '; . . <"f," ;. _',(i,', , J . ;;. ~"", ,1 /;" ,. ,:;;",'~;":';':";'i:.'.-' (, ; ~ .';. '; . .":" . '.' <' -:' :,::l~: _,. ", I,', .",.,,1 -- " ,j"~:<,;,i.,,, -, ~ l' , ~ 'i , ~, \ PAGE 1 TRAVERSE "ESWPROPLINE" ~ .j 4/15/8.3 JOB . JOB DISK .3 SHORT,PLATS/PLATS MISC. SURVEYS PROJ. ENGR. : B.LAURIE ::t:\z JEFFERSON COUNTY PREPARED BY: A.PALMER I-w a:~ -------------------------------------------------------------------------------- ~:;) ESWPROPLINE From 303 (378382.433,1525699.376) To 73 (375766.866,1524728.854) -,u uO 00 0 I III STANCE cnW CRS FROM TO FEET DIRECTION NORTHING EASTING w:I: -'I- ================================================================================ enLL -0 BS. BS. 303 ------.--- S 86 18 30.7 E 378382.433 1525699.376 ~~ 2 * 303 310 275.764 A 268 25 47.9 R 378106.858 1525689.168 i:2::::i 3 * 310 311 382.380 A 183 00 38.9 R 377726.011 1525654.962 u...< .4 * 311 312 113.775 A 174 48 23.9 R 377612.236 1525655.084 !!l8 5 311 322 2.450 A 251 48 24 R 377725.457 1525652.'~i76 ::t:w !-:I: 6 * 312 313 200.810 A 183 25 35.9 R 377411.772 1525643.295 ZI- 7 * 313 314 170.840 A 183 44 59.9 R 377242.247 1525622.133 ~~ 8 * 314 315 181.799 A 171 42 53.9 R 377060.486 1525625.844 w 9 * 315 316 223.374 A 271 54 50.9 R 377063.389 1525402.489 ~- 10 * 316 317 297.540 A 183 36 38.9 R 377085.984 1525105.808 :::l u 11 * 317 318 223.597 A 177 06 53.9 R 377091.722 1524882.2$5 0 12 * 318 319 564.727 A 183 04 32.9 R 377136.482 1524319.335 0 Ww 13 319 323 20.099 A 87 08 30. R 377116.392 1524318.743 i!:~ 14 * 319 320 796.778 A 267 13 14.9 R 377932.882 1524343.902 !::b 15 * 320 324 511.502 A 180 00 32.9 R 378444.138 1524359.754 Z 16 * 324 321 433.611 A 344 18 23.9 R 378023.256 1524464.047. wen u- 17 321 325 2685.519 A 3 40 48 R 380666.021 1523986.758\ i= 13. 18 * 321 73 2271.863 A 187 13 26.9 R 375766.878 1524728.842 01,', Z~ MeQslJred Direction Of' Another Line (N 6 55 07.4 101) Is A 359 46 28.4 R I"IngulQr Error Of' Closure Is 0 DEGREES, 0 MINUTES. AND 0 SECONDS PERIMtTER · 6648.360 ( l'IN 394613 ) CLOSURE ERROR. .017 AT S 46 10 39.7 E " ----.---------------------------------------------------------------------------- I JEFFERSON COUNTY DEPT. OF PUBLIC WORKS '(:i~'1 ~::'t::~~~.o~"t Tow,,""'; .0. .8368 \J:1;."". ,,"; ",'~a~...~_, - ~ ,) I-ffi a:~ ~:::> ~u uO (1)0 (l)W w::t: ~I- (l)u... -0 ~~ i:2::::i ...< (/):;) _0, 1= ~I ZI- ~~ W :e- :::> u o o UJw Xu 1-- !:!:b Z ww u- i= ~,~' 0, Z , . -- '.,; ~ "J' ',_. :,c,,,,'" ;\6;::;.~;~ ~:f; ,y-^, ,,;", ,;'", 'j>, I v< ' -, ~- , '~'i _1:",.,0., :;'".-r /' ~ ," , -' \. ." '///1,/ ,';'r" PAGE 1 TRAVERSE "NLINEANDPIT" 4/ 8/83 SHORT PLATS/PLATS MISC. JEFFERSON COUNTY ,.; I.IM:!Alllli PI""'- JOB . JOB DISK .3 SURVEYS PROJ. ENGR.: B.LAURIE PREPARED BY: A.PALMER " .J NLINEANDPIT From 74 (378441.006,1524404.361) To 74 (378441.006.1524404.361) IIISTANCE CRS FROM TO FEET DIRECTION NORTHING EASTING ================================================================================ BS. BS. 74 ------.--- N 6 55 09.5 W 378441.006 1524404.361 2 * 74 300 414.756 S 88 16 23.6 E 378428.508 1524818.928 3 * 300 301 263.332 S 86 02 27.3 E 378410.327 1525081.631 4 * 301 302 317.305 S 88 27 52.6 E 378401.825 1525398.822 5 * 302 303 301.179 S 86 18 30.7 E 378382.433 15256,99.376 6 * 303 304 1322.146 S 53 54 26.8 E 377603.569 1526767.758 7 * 304 305 929.724 S 16 44 22.1 W 376713.242 1526499.978 8 * 305 306 1039.556 S 10 18 26.5 E 375690.463 1526685.985 9 306 307 228.085 S 88 07 53.5 E 375683.026 1526913.948 10 * 306 308 1961.208 S 80 14 01.3 W 375357.784' 1524753.198 11 * 308 73 409.806 N 3 24 20.3 W 375766.866 1524728.854 12 * 73 74 2693.756 N '6 55 07.4 W 378441.006 1524404.361 i '~ ------------..--------------------------------------------------~---------------- JEFFERSON CdUNTY DEPT. OF Courthouse. Port Townmend. :206 :;:-'l:enS;"'3303 Woo.. ii; ), .'fi ,l{ ,.'~ ' ,..t~--,-,-, "":.'<:" - . v ~" ." ,', - ;""...'i.:l\."J, Z ~~I i~l dg 000 ffl~ -'I- !a ~ ; ~~ ii i:2::::i u...< !a8 1=~ ZI- ~g w ~- :;) u o 0_ UJ W 1=u !:g Z ~!a ~~. t~;:':::j -- ", ',~.':~<~,' ,:,:,/,<,,~;/22~" :'~"',"~i'~i,.\::,gi:.F:'?~;.' ':::L,'__'_~~ "~/"";,',.I>t:-.' ,'"':,p'., "'J:::,,_.'>""'~'\._ "",''",':., ":"',':Z:,;'.'" ; .': . ,;<} ~~~'~: <, .:,' '~;;" ;";;~::i!':{) , "::-> ~~:;.'/ ~' ~ v' .~: ~;:,;(/~i~.:;.~_;~;~;r;\t:t>{~;~)~?;:;t,:\~-;::<i;: li:,' '>:~ -' ~':i{' .'~ < ',,;\. '_.:.;'..... '!':-::<i:;";::~~~>:C~:/ .-,'t>",):;"':':'. "-"1.<:'.1 ~':,\'\<-/~"~'_-'} ,'.',",.I" "', ':";'I( ':\:." ,-; " ~I ;-;:/,,4/ TRAVERSE "ANDPITCON" 4/ 8/83 SHORT PLATS/PLATS MISC. JEFFERSON COUNTY SURVEYS ,/~/>:' IA/c /,?/::. JOB + JOB DISK +3 PROJ. ENGR.: B.LAURIE PREPARED BY: A.PALMER Pr.GE 1 ~ .~ \ " ~ ' ANIIF'ITCON Fron. 72 (375788.212,1524277.737) To 112 (381091.933,1524414.208) DISTANCE .1 CRS FROM TO FEET DIRECTION NORTHING EASTI NG ================================================================================ BS. * 72 73 451.650 S 87 16 11.0 E 375766.698 1524728.874 2 * 73 74 2693.925 N 6 55 07.4 W 378441.006 1524404.361 3 74 192 44.766 N 85 56 50.9 W 378444.170 1524359.706 4 74 102 1458.918 N 87 17 02.9 W 378510.134 1522947.081 5 * 74 75 2685.702 N 10 14 03.8 W 381083.976 1523927.177 6 * 75 76 366.278 S 86 21 51.8 E 381060.750 1524292.718 7 * 76 112 125.428 N 75 36 16.3 E 381091.933 1524414.208 JE.':"F'EF~SON COUNTY CO I'" ,- 1:. h CJo ,I'" _ _ .. 1=' 00 T' 1:. 206 383-:3303 DEPT. OF PUSL~C WORKS Town__nd.. Wo. 98368 ! ;. , (, , ,~ ~ " '".,1 ;,"_,_:::'.l , ;'-#1 ',t:J~~,~~&l'J"'.~_I[--="__~__ .Ll~__J1I'llH~~,,~:,Ai;~1 .'.' ~i.~=~..~~'9ffi'M~~~~ '.'..1' r,-;',. )i';,;;/.I 10 v -r - --- /~ " .\-1: :: :(i: ' -, , ~ ,,~~J~:::~,;~:;':~: '.J,':' , \.~ :'~:.':~';<~,:j}<'(:' ",.", ",.,,,t/;;\ ., . "', ,;". '>,"),~":':f' 1,: .". 1<'::; "4>, :;,,~;'<:;" i/,f::,;~:~<~\~'::' >'~j:i:~~~.\"1 ',(', "~-: j/;;t.r:~,,:'." ,I >.: ,>~'>~~ (:" ,} i) ,,' : :--.:::;;/ ; ~ 'L,' .'-';':' .. ,.\~':. \', ' ' ,,~~'; ,~' r ,."-.;,,-'.....,..;,. , .' "",i ,..<~:.:' ,'" ",'.' ."' :,'..,~-. ',<"-\' ,',"l"- ",;\ \')"(', 'I;" - " , ~r (':,tJA-1 1l7J:f(.J..s-rrYIEivT::; / ,;--,e/p -r ,...! 11-11 ..:; ~~ #. PJi(J,? LJ NE 4-- ~ ,1 1=ffi a:~ ;5:::> -,u uO o ~w\ w:I:' -'I- (/lL<. -0 ~~ i:2::; u...< !!l5 :I:w I-::t: ZI- ~~ w ::E- :;) gc 0_ Ww 1=~ !:b Z W(/l u- i= i!;, ~ ~. V.>~ TRAVERSE "NLINEANDPIT" 4/ 8/83 SHORT PLATS/PLATS MISC. SURVEYS JEFFERSON COUNTY C ~ AF;!;~ 1 JOB . JOB DISK .3 PROJ. ENGR.: B.LAURIE PREPARED BY: A.PALMER NLINEANDPIT From 74 (378440.793,1524404.252) To 74 (378440.793,1524404.252) DISTANCE FEET DIRECTION NORTHING EASTING CRS FROM TO ================================================================================ BS. BS. 74 ------.--- N 6 55 12.5 W 378440.793 1524404.252 2 * 74 300 414.756 S 88 16 26.6 E 378428.301' 1524818.819 3 * 300 301 263.332 S 86 02 30.2 E 378410.123 1525081.523 4 * 301 302 317.305 S 88 27 55.6 E 378401.626 1525398.714 5 * 302 303 301.179 S 86 18 33.7 E 378382.239 1525699.268 6 * 303 304 1322.146 S 53 54 29.8 E 377603.390 1526767.661 7 * 30.4 305 929.724 S 16 44 19.1 W 376713.060 1526499.894 8 * 305 306 1039.556 S 10 18 29.5 E 375690.283 1526685.916 9 306 307 228.085 S 88 07 56.5 E 375682.850 1526913.879 10 * 306 308 1961.208 S 80 13 58.4 W 375357.576 1524753.134 11 * 308 73 409.806 N :5 24 23.3 W 375766.657 1524728.784 12 * 73 74 2693.756 N 6 55 10.4 W 378440.793 1524404.252 :;EFFE;;;;;ON--~O,UNTy--i:;E,;,,;:-.,.~,",-. -o,F--;U";;7~7 COMrthou__. Port Town__nd.Wa ' 206 3813-3303 ".( ,', '. J "'~; \;,if/~: ~ . . . ,....'~" ''', ,:.,llRl~..UII~U._.______ - ':::':':(\: :';,',';': "":',,:, ~" . !,< ~ '; '- ), - - ~WMW--"'- '::,;,l '. ','."'" "",.'...' :( ';1::/; .,..../:i:,.;;- ';,;\';~~.,::~~ "Ji ,::,,;,):.::,:, , .1 '''i>t:.<-; "!;:>:<: " :~\'),;:~~:):,':',~'~.';,"r.{~', ?/.,;s"'';-'' ~'.; , ': - ; . -, ,;-. '~"'., ',;:i+,; ", ::Y' ' " ,';'-':,"', -. '-':1" :. ,':'. ':':-'-",' /- .~ 'i - ,;k'.l1,"_~" ' \. ~A'N -rer v. I) IliA PIIGE 1 TRAVERSE "NLINEIINDPIT" 4/ 8/83 SHORT PLATS/PLATS MISC. SURVEYS JEFFERSON COUNTY JOB . JOB DISK ~3 PROJ. ENGR.: B.LAURIE PREPARED BY: A.PIILMER .i z , < q ::t:\z I-w a:~ ~:;) -,u uO o ~~I ~I- Ulu... -0 w> ~I- i:2::::i u...< !:25 ::t:w I-::t: ZI- ~~ w 2- :::> u o o ww ~u !:!:g Z WlJ) u- j i= 1:;. o !-;i' Z " . NLINEIINI)PIT Fro", 74 (378440.793,1524404.252) To 74 (378440.793,1524404.252) IIISTIINCE CRS FROM TO FEET . DIRECTION NORTHING EASTI NO ================================================================================ ns. BS. 74 ------.--- N 6 55 12.5 W 378440.793 1524404.252 2 * 74 300 414.755 II 278 38 48 R 378428.297 1524818.819 3 * 300 301 263.331 II 182 13 58.5 R 378410.114 1525081.522 4 * 301 302 317.304 A 177 34 36.8 R 378401.606 1525398.712 5 * 302 303 301.178 II 182 09 24 R 378382.207 1525699.265 6 * 303 304 1322.150 II 212 24 06 R 377603.301 1526767.622 7 * 304 305 929.732 II 25038 51 R 376712.980 1526499.798 8 * 305 306 1039.564 II 152 57 13.5 R 375690.182 1526685.747 9 306 307 228.085 II 102 10 ,33 R 375682.732 1526913.710 10 * 306 308 1961.214 A 270 32 30 R 375357.632 1524752.933 11 * 308 73 409.803 A 276 21, 40.5 R 375766.713 1524728.621 12 * 73 74 2693.735 II 176 29 15 R 378440.861 1524404.366 MeaslJred Ilirection Of First COIJ rse Is A 278 3848 R AngoJlar Error Of CloslJ re Is 0 DEGREES. 0 MINUTES, IIND 23.3 SECONDS AngrJlar Error Per MeaslJredAngle Is o DEGREES, 0 MINUTES, AND 2.1 SECONDS . PERIMETER = 9652.767 < 1 IN 72633 ) CLOSURE ERROR = .133 AT 6 59 12 50.9 W ------------------~--------------------~------------------------------------~--- ..JEFFERSON COUN.rV Co -.... ......t..h Q-.JLl'.a.e II' I=.o......t. 206 385-:::3305 DEPT. OF PU.LXC WORKS To~n__nd.. Wa. 98369 IIII'JIIl Irn -- ~ - - - ~~~~-- __L .---, ,..-n'..... ,:!;" ~. t. ....~ ::', ,'::-.}.:7'i",::"_.-:!'::;'" ,')<." "".<:'; '. "',.',; ",., , ! ,.~, ~ - o -i ~ III " , PAGE 1 TRAVERSE "NLINEANDPIT" 4/ 8/83 SHORT PLATS/PLATS MISC. SURVEYS JEFFERSON COUNTY JOB t JOB DISK .3 PROJ. ENGR.: B.LAURIE PREPARED BY: A.PALMER x. z , < .~ ::t: \z I I-w a::: ~:;) -'u uO eno Ulw w::t: -'I- enu... -0 ~~ ~::::i u...< !.2a ::t:w I-:z: Z 1-, ~~I w :l!- :;) u o 0__ Ww 1=!d !!:5 z woo u- g~:,1 Z~ NLINEANDPIT From 74 (378440.793,1524404.252) To 74 (378440.793,1524404.252) CRS FROM TO IIISTANCE FEET IIIRECTION NORTHING EASTING ================================================================================ as. BS. 74 ------.--- N 6 55 12.5 W 378440.793 1524404.252 2 * 74 300 414.743 A 278 38 48.0 R 378428.297 1524818.807 3 * 300 301 263.324 A 182 13 58.5 R 378410.115 1525081.502 4 * 301 302 317.295 A 177 34 36.8 R 378401.608 1525398.683 5 * 302 303 301.170 A 182 09 24.0 R 378382.209 1525699,228 6 * 303 304 1322.131 A 212 24 06.0 R 377603.314 1526767.569 7 * 304 305 929.754 A 250 38 51.0 R 376712.971 1526499.739 8 * 305 306 1039.575 A 152 57 13.5 R 375690.163 1526685.690 9 306 307 228.085 II 102 10 33 R 375682.713 1526913.653 10 * 306 308 1961.276 II 270 32 30.0 R 375357.603 1524752.815 11 * 308 73 409.797 II 276 21 40.5 R 375766.678 1524728.503 12 * 73 74 2693.702 II 176 29 15.0 R 378440.793 1524404.252 ..:;. ...JEF'FEF:SON COUNTY C C~ 1..& T" -t.1h 0 1..& .. G ,. F" 0 T" .t, 206 3SS-3305 DEPT. OF PUBLXC WORKS Tcwn__nd,. We. 98369 \-;- i. . \~., Cl) ----------------------------------------------------------~--------------------- " \ I" 1 l,! .""f: ,,: _ _, ___ __. ': _ . _ _'U' ,.' -_-_- _ _ _ _-:' . _,'":",, _ --'", _ _ _ ,:,' .oJO,.\:_;~~,iMA""'IM'I,,"""'r.6.~...:I""",,~!\~~b,l~~.==.A.'1:!~$!~~!!'" ~ '''. I .-.-.,..' ,- .0 .. " STAKE PAGE 2 OUT Z ~l ~. I- ffi I a:;:E ;$:;) -'u uO 000 enW w::t: -'I- en LI- -0 ~~ <- a:-' u...< !:e al :J:W I-::t: ZI- ~~ W ::::E -, :::> u g- Ww 1=~ !!:S Z wen u- i= ;1:, ~~ , COORDINATE TABLE: CHIMACUMPIT PREPARED BY: A.PALMER IIATE: 4/ 8/83 TYPE OF STAKE OUT: MANUAL RADIAL FROM BACKSIGHT TO IIISTANCE ANGLE DIRECTION ================================================================================ 73 74 7 1345. 117 A 0,00 00.0 R S 6 55 07.4 E TYPE OF STAKE OUT: MANUAL RADIAL BACt\SIGHT FROM TO DISTANCE ANGLE DIRECTION ================================================================================ 73 7 5 247.898 A 99 19 45.6 R N 87 35 21.8 W TYPE OF STAKE OUT: MANUAL RADIAL BACKSIGHT FROM TO DISTANCE ANGLE DIRECTION ================================================================================ .~ 'i 7 5 192 1328.691 A 269 21 25.6 R N 1 46 03.8 E TYPE OF STAKE OUT: MANUAL RADIAL BACKSIGHT FROM TO IIISTANCE ANGLE IIIRECTION ================================================================================ 192 2 6 1325.923 A 269 1039.1 R S 1 42 33.7 W TYPE OF STAKE oun MANUAL RADIAL BACKSIGHT FROM TO DISTANCE ANGLE I'IRECTION ==================================================================~============= 2 6 7 1068.848 A 270 42 04.5 R N 87 35 21.8 W , TYPE OF STAKE OUT: MANUAL RAIIIAL BACKSIGHT FROM TO DISTANCE ANGLE IIIRECTION ' ==========================================~====~================================ ,-- 6 7 74 1345.117 A 260 40 14.4 R N 6 55 07.4 W . of-: ;N, " i " ;,.' , " f., '~ f ~} ".~ , '. '.....,.. " " ':-~".'.,-- 1mI~.ZlI_~'~~'''''I'~m_ ,~~'.\":' ~~..1MJil"~-'~ '... , "" ,,' ," , . '. ' ':)1~r1'~'~ ::"', l~~-' " , ""'Jlt~,~lid,~,iW~t'~'l:l'1~lW '. ~ .' '_ ""~ ',H,l",',~",,~ _, ,~ .' '_ -- ::\/<r""':',<l(,;'~f;-' " ' , .. " , " l.., ',' <'", :;i;,;~;:::~.N{k~Jj','::,~:~~~~,;,:', '). '~,>'\~~.\;/-;):" ',' ''';-::;;;:'''''/ -";V-'.,; f~,'~';>':,~ .: . 'l';,\,~; < .,i';1,1'{:;':', ,...., :,;V t:,:,J:~:<:\~~::'?, t,;:':'.' .';. . .,. " <,,:, or,: "j. :y,' ,. 1".,,:',;;':') ".-;;,):<>.:: Ie:' . ""';,"'," ~: 1 ~ " ",. '-1'-, ,:;'1.'_, ;';"'0,," ,-"-~- ~ ;.' 'I.; ~..' ' '. '; ~ c" '.' I~'" . ,'" - ~_~-i~,,",~.. ,,',.',c, PAGE 3 ~ ,~ ::t: \z i I- w, a:~ ~:::> -,U uO UlQ UlW W:X:l -'I- 00'" -0 ~~ i:2::::i u...< ~~ :J:W I-:J: ZI- ~~ W 2= :;) u o 0_ Ww 1=~ !!::15 Z W(/) u- i=~:J:," o .' Z '. SlAKE OUT COORDINATE TABLE: CHIMACUMPIT PREPARED BY: A.PALMER 4/ 8/83 rIATE: TYPE OF STAKE OUT: MANUAL RADIAL DISTANCE BACKSIGHT FROM TO r'NGLE DIRECTION ================================================================================ 1323.307 25.861 A 269 07 50.8 R A 4 22 48.6 R 302 302 303 303 6 S 2 49 20.1 W N 81 55 42.1 W 2 " X' 'oj,," ~~ I: '. c. ,I '/"'''' -' " ,~ - ~ ",' ,~". ;,; .t> liI,..-: yi.,.,~ . ~P1"!JlIIIIm IIPDIn_m, . ,.,::. ,,' ,,' ,-'. ' .:.:~. ,. '"'.,,,-, " __,.~.~,L.L... 411._~ ~~..."......._:J-.:!~~ x' , : ~'~ ;;1',';..- -+...,,' /" .~ ~ - ~.~ . "',--:. -- .~- :.':-:'t;;-:., """:':1 , i/,;':;!;,::,iY:'1;i/,, .,' ..~,;'.,~ ~,.cy~-, S:~}Y:' ::?:'~':; ,; .'~; ;__/i ,'.' , "':J t'.:~~~,,}~ ) ~/;' f'~' :._t ';:;\>;X"~:~ : >:._, ',,' "" ,~. . ",-;..:,"','-; -'. ~..:-"';.<' /"";,-,',.>'.,-':.,'\ \ ";' ';:_'l._~,~:.. ' ") .>< ".'....;. ,1:,\' ,'-,- :,'y:. "',,', : ':~' :,', I., f ~ I . -~ ~ ., '.,~'.:o\.".,;.,". , v' PAGE 1 I Z "'I < " ::t: 1-1 ~~ll ~:;) -,U uO ~~I ~I- (/)u... -0 ~~ i:2::::i u...< !as ::t:W 1-% ZI- ~~ W :==- :;) u o 0_ Ww ::t:U I-i= !:!=O z wen U- i= F!;, o 1:, Z '\ , TRAVERSE 'ANDPITCON" 2i 8/83 SHORT PLATS/PLATS MISC. SURVEYS JEFFERSON COUNTY JOB . JOB DISK .3 PROJ. ENGR.: B~LAURIE PREPARED BY: B.LAURIE 1-' t'.. ANDP ITCON Fron, 72 (375788.212,1524277.737) To 75 (381084.044,1523927.120) DISTANCE CRS FROM TO FEET DIRECTION NORTHING EASTING ================================================================================ BS. * 72 73 451.582 S 87 16 11 E 375766.701 1524728.807 2 * 73 74 2693.715 A 279 39 01.5 L 378440.793 1524404.252 3 74 192 44.766 A 100 58 16.5 R 378443.955 1524359.598 4 74 102 1458.918 A 99 38 04.5 R 378509.884 1522946.971 5 * 74 75 2685.519 A 176 40 58.5 R 381083.559 1523926.971 . PERIMETER · 5830.816 ( 1 IN 11'487 ) .CLOSURE ERROR n .508 AT N 17 03 17.4 E ..... C ...JEFFERSON COUNTY COURTHOUSE. PORT 206 3a5-3='503 DEPT. OF PUBLXC 'WORKS TOWNSEND. WA. ge368 ,c. ,~ rc i ;, },~"'~-,~...,. , '/ ~:: ~, ,,' j , J"~";"""~~.._-An)'''''M.llI,,;1>\'''''''~~~~_'''/iOIIl~~J;~~I~~I.Ilt,, -....- - ", \ "" ::,' ,.:;' ;:..; , :,<':(N"~>:,.,..)\,:...,,,,::,i:.;:';; ;.~,?,:~~,". f.);~:~.,~...'.;~~: ":~"':"\"~'};':';': ....,,',. -, ::;':~~:,};:f':i,;;~;",,:,,: '--. "'j" '?,';_~:':;.;'" 0: '-~:': ;,:<<~< -, i.' . -,,, .<~."" ~. .':~,',,"""" ".';', ':""'''''' ,'-' ..,".1 " ';'-'""'..'" . ";'.1 \:,;,~~r;~8~: !;.~,~.'".~\';:;:~,':~' ,. ,-,',', ;::"::;{ " """"',l ":, ',:"."',,:, --'" - -.- JiiP~ - "",":."'.1'0" ',':,,-'i" '-J",- - , / . ~_i:,.-i.,':" ". \ PAGE 1 Z ~~I I- ffi I a:~ ~:;) -,U uO enO enW W::t: -'I- enu... -0 ~~ i:2::::i u...< ~5 ::t:W I-:r: ZI- ~~j ~- :;) u o 0_ Ww ::t:U I-j:: !!::O Z wOO U- ~~. TRAVERSE "ANDPITCON" 2/ 8/83 SHORT PLATS/PLATS MISC. SURVEYS JEFFERSON COUNTY JOB ~ JOB DISK +3 PROJ. ENGR.: B~LAURIE PREPARED BY: B.LAURIE " AN[IPITCON Fro", 72 (375788.212,1524277.737) To 75 (381084.044,1523927.120) [IISTANCE CRS FROM TO FEET IIIRECTION NORTHING EASTING ================================================================================ BS. * 72 73 451.582 S 87 16 11.0 E 375766.701 1524728.807 2 * 73 74 2693.715 N 6 55 12.5 W 378440.793 1524404.252 3 74 192 44.766 N 85 56 56.0 W 378443.955 1524359.598 4 74 102 1458.918 N 87 17 08.0 W 378509.884 1522946.971 5 * 74 75 2685.519 N 10 14 14.0 W 381083.559 1523926.971 ~ J.__ ~..QP~~",," . 'u 1 ~_...,__..t.".~-:'"titt_~~!a':~!l'.1"~~~ .1 . '. \ JEFFERSON COUNTY ~ COURTHOUSE. PORT v, :206 383-'-3303 ,"/:'"..l · , .'.' ' ,}j,,:' ;,\;:!,,::',.:,,~y~ DEPT. OF PUBLXC WORKS TOWNSEND. WA~ 9836B -I 1~' f' ---.- - -~- ]"-, "',.i;-: 1;"">:-'/1,,1 ;'...i:,:J i.:-;" ,~ ~. ,....,' - o .. " , -' ; Z < ' ::t:1- I-ffi a:~ ~:::> -'u uO enO UlW W:r: -'l- UlU. -0 ~~ i:2::::i u...< !!l5 ::t:w I-:r: ZI- ~f= w ::l!: -, :;) u o 0_ Ww ::t:u ti= _0 Z Wen u- i= ~";. o .;: Z\ TR~NSFER CONTROL TRAVERSE -ANDPITCON- TO COORDINATE TABLE .CHIMACU~PIT. NO OVERWRITE PROTECTION,NO OUT-OF-RANGE PROTECTION. POINT NORTHING EASTING POINT NORTHING EASTING 72 375788.212 1524277.737 TRANSFERRED 112 381091.933 1524414.208 TRA~SFERRED 73 375766.698 1524728.874 TRANSFERRED 74 378441.006 1524404.361 TRANSFERRED 192 378444.170 1524359.706 ' TRANSFERRED 102 378510.134 1522947.081 TRANSFERRED 75 381083.976 1523927.177 TRANSFERRED 76 381060.750 1524292.718 TRANSFERRED TRANSFER CONTROL TRAVERSE -NLINEANDPIT- TO COORDINATE TABLE -CHXMACUMPXT- OVERWRITE PROTECTION,NO OUT-OF-RANGE PROTECTION. POINT NORTHING EASTING POINT NORTHING EASTING 74 378441.006 1524404.361 POINT NOT STORED, POINT. ALREADY USED 300 378428.508 1524818.928 TRANSFERRED 301 378410.327 1525081.631 TRANSFERRED 302 378401.825 1525398.822 TRANSFERRED 303 378382.433 1525699.376 TRANSFERRED 304 377603.569 1526767.758 TRANSFERRED 305 376713.242 1526499.978 TRANSFERRED 306 375690.463 1526685.985 TRANSFERRED 307 375683.026 1526913.948 TRANSFERRED 308 375357.784 1524753.198 TRANSFERRED 73 375766.866 1524728.854 POINT NOT STORED, POINT. ALREADY USED . -- , j ~;,d , ." ~ ~ , '. ~_.. i.. .,/ ~\. r-t o -"1' -Ilil--r ~~ Z :2 !i. I- wi a: ~ l ~:;)( -,u ugi ~~i ~ 1-1 ~~f. i:2::::i u... :5, !!lol :I: wi I- ::t:1 ZI- j: 0, as :;;1 ~~ g g;.1 0!::1 Ww ::t:u ti= -~I ~!!l,j' -::t: I- ""'.','] 0.' Z. \ j /4" ,~n: ~ \l\ <. l.lI',"" ~ ':>IU~'';'' ~A ~ ~ "t :r- -b ~ ~O ~ ~ ~ ~ ~~ 5~\)1-\1. l;l. UI - ~ -:l ~ ~,' ~ ~ Al~II\~~ t:ct" r Cl <i:~pV;~ a < ~ ~~ ~-~ . ~ ~ ~~ ~~~ tl..~ ~ ~ -.l ":l.~ ~ ~"'~J'Ie ~ !~ Q/ t ~.... -:; ~'\u \(j Ill'" V) ~ cf. 11\ ~ $: , ,~~ ~ ~ ~ ~ \I\\U ~ ~ ... 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I' .. ,'- 1: __~ "'~~~Y~~!JJ~~i~1:.':"': ----"'- -- .-- DlI!I 11IIII ~~ ~ o \. "- , - i ~~~ ~". ,.~-~~ --121,. lfl'- ,<' ""',;'/~i~:Y~",J;'V,,;' '<<' r:,':'; 0' :':;l~~::' :)~ "::::;I;~:~:, . ::t'::'~<,':;:~~:(i\::9;(:\'~:\:;~,f)~ :{::: "',1,"'.: i'~~:~' '," (.J.:':'-:: ' . f I ~ ~ ., .""~...,,. ~.~llJ:'....;;a;.:;N.,,",,~~,101;'!IJ:n_"~'__""'''__ \ " ^ ~, z ' < ./ 1= ffi II a::E ~~ ~u uO enO enW w:E: ~t- enLL -0 :E~ ~::; LL< ~a :E:W t-:E: Zt- ~~ w :E- ~ u o 0_ Ww 1=!::! !:!:b z wen u- ~~ n,.,,;;',',,', V.~ o o " \ , , \ 'I . .........- -- .JOB: . z . :2~ t- wi a: :E I ;1j~\ -,u uO o en wI ffi:E: -' t-I en ... I ~ol ::;;~I ~::; ...< en ~I _0 :E:w ~ 1=]1 !z~ :IE ~! ~ . u o 0_ Ww :E:u t-- !:b z wen u- i= i!;, o ~. z " . 2029' o o .. 'W .... ____ 1I!11111-- . -III .~ ~ " Fri Sep 27 17:02:03 1991 ~,uPied Point: 22 Backsight Point: 20 Bench: 123.39 Dist: CURRENT SETUP: Stn 0022 SDR22 V03-01.7a; 0000; 03-Sep-00 18:56 ; 2029 Shot Point ~ H. Angle S. Dist s. Angle N 380854.8520 E 1168356.6400 N 381213.6280 E 1168678.6100 0.0000 S. Ang: 90-00-00.0 Rod: 5.23 HI: 0.00 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------- rod ; 2029.8239> Description Key ;5 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ~~ 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 c; 45 46 47 . 1 500 1000 1001 1002 501 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 1033 1034 1035 1036 1037 1038 1039 1040 1041 1042 1043 1044 2 177-46-10.0 177-46-10.0 177-46-15.0 177-47-10.0 357-48-40.0 357-47-35.0 357-46-15.0 357-46-25.0 357-46-15.0 357-46-15.0 357-46-15.0 354-43-00.0 354-05-05.0 352-57-50.0 350-43-30.0 347-28-35.0 338-16-25.0 315-13-30.0 302-31-05.0 315-03-50.0 323-37-50.0 323-26-50.0 303-37-10.0 268-13-40.0 197-15-50.0 186-57-30.0 183-51-10.0 182-14-30.0 173-45-50.0 169-06-45.0 172-20-15.0 166-04-15.0 170-25-30.0 162-25-35.0 165-40-45.0 159-46-05.0 109-16-50.0 169-10-05.0 158-39-05.0 136-08-25.0 88-08-35.0 139-27-15.0 51-59-05.0 123-42-50.0 10-46-45.0 98-01-:30.0 09-22-45.0 190.0200 140.0300 90.0000 40.0300 10.0100 60.0000 67.9500 110.0200 160.0000 210.0000 260.0400 260.5100 210.3200 160.3800 110.8400 79.7900 68.9000 62.4300 45.9600 41.8100 30.7100 25.4100 17.3200 13.9800 42.2900 91.2500 140.6900 190.5600 190.3200 191.6BOO 140.6000 142.8700 105.5200 109.4700 96.5200 94.1390 96.2300 90.9000 42.4200 56.3900 13.8700 52.4800 17.1400 35.9900 61.6500 38.8400 69.4400 91-01-10.0 91-02-35.0 91-05-05.0 91-22-25.0 90-34-15.0 89-25-50.0 89-2'7-05 .0 89-35-25.0 89-41-40.0 89-44-50.0 89-48-55.0 89-55-05.0 89-52-00.0 89-48-10.0 89-47-00.0 89-57-10.0 90-30-00.0 91-08-40.0 91-46-45.0 91-20-50.0 91-23-30.0 91-33-25.0 92-22-00.0 93-28-05.0 91-51-35.0 91-23-30.0 91-15-25.0 91-12-10.0 91-09-50.0 90-57-25.0 91-09-15.0 90-59-30.0 91-14-15.0 91-06-35.0 91-23-50.0 91-08-15.0 90-10-55.0 91-13-40.0 91-44-05.0 91-28-45.0 91-48-25.0 91-46-40.0 90"51-55.0 92-24-50.0 89-59-25.0 91-56-20.0 99-58-30.0 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.96 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 34 34 34 34 34 34 34 34 34 34 34 161 161 161 161 10 11 12 12 11 11 10 161 161 161 161 161 161 161 161 161 161 10 161 11 12 161 161 161 12 161 11 161 10 161 11 161 '. 0 \, r-' Q ,-. " rr~ ~F IT- -R - - ..- ---- -. o o t".1 ~ ~ =- .. " ~, , 48 1045 84-44-15.0 64.5500 90-38-40.0 4.95 12 49 1046 88-08-10.0 50.9800 91-00-50.0 4.95 11 50 1047 05-07-55.0 110.8600 89-56-35.0 4.95 161 z 51 1048 82-03-00.0 100.7500 90-12-40.0 4.95 161 <~,' (,>, 1049 02-56-30.0 160.6000 89-54-50.0 4.95 161 :E:ZI t- wi .J 1050 79-50-50.0 150.3300 89-57-15.0 4.95 161 a: ::;; i ~~\ 54 1051 01-42-10.0 210.4800 89-58-00.0 4.95 161 -,u 55 1052 79-00-15.0 200.2100 90-03-30.0 4.95 161 uO 56 1053 00-56-15.0 260.2200 89-58-00.0 4.95 161 C/l~1 ~1= 57 1054 73-33-40.0 200.1900 90-05-50.0 4.95 161 58 1055 72-39-30.0 150.2800 90-01-00.0 4.95 161 C/l'" 59 1056 76-08-05.0 50.0000 90-47-10.0 4.95 34 ~~I 60 1057 69-56-15.0 100.6700 90-19-55.0 4.95 161 61 1058 76-09-00.0 100.0100 90-10-25.0 4.95 34 ~~I 62 1059 64-30-20.0 55.7900 91-02-20.0 4.95 12 C/l~1 63 1060 76-09-10.0 150.0100 89-57-30.0 4.95 34 _0 :E:w 64 1061 41-41-15.0 36.8600 91-04-05.0 4.95 11 t- :E:' 65 1062 76-09-10.0 200.0000 90-03-05.0 4.95 34 z t-' i= 01 66 1063 13-12-50.0 51.0700 90-00-45.0 4.95 10 z t-I 67 1064 171-41-45.0 191.4500 91-31-10.0 4.95 57 ~~ 68 1065 184-49-55.0 191.2200 91-27-30.0 4.95 57 8:1 69 1066 169-19-40.0 141.4100 91-35-40.0 4.95 57 70 1067 186-51-40.0 141.5500 91-31-45.0 4.95 57 Ww 71 1068 166-01-00.0 106.4100 91-37-05.0 4.95 57 :E:u 72 1069 192-19-50.0 90.8200 91-55-15.0 4.95 57 t;:~l 73 1070 206-35-30.0 45.2800 92-55-00.0 4.95 57 _0 z 74 1071 293-12-30.0 24.2600 93-37-35.0 4.95 57 Wl/l 75 1072 310-14-15.0 29.6700 92-01-55.0 4.95 57 u- -:E: 76 1073 15-46-30.0 70.1800 90-44-30.0 4.95 58 b7' z ~ ~: 1074 338-08-20.0 71 .5200 90-35-40.0 4.95 57 \ 1075 08-05-20.0 111.4700 90-46-35.0 4.95 58 1076 348-09-05.0 111.9500 90-12-15.0 4.95 57 80 1077 06-53-25.0 141.1700 90-33-45.0 4.95 58 81 1078 349-47-10.0 161.3400 90-20-05.0 4.95 57 82 1079 07-14-15.0 167.1600 90-32-45,0 4.95 58 83 1080 05-12-50.0 175.5200 90-29-20.0 4.95 58 84 1081 352-04-10.0 210.8100 90-27-25.0 4.95 58 85 1082 03-25-20.0 211 .2100 90-33-50.0 4.95 58 86 1083 352-53-00.0 260.9800 90-24-00.0 4.95 58 ~....~ 87 1084 03-24-45.0 226.9300 90-29-45.0 4.95 58 88 1085 351-36-15.0 271.8900 90-26-00.0 4.95 58 89 1086 02-25-15.0 264.8500 90-05-55.0 4.95 58 90 1087 58-22-00.0 44.4800 91-10-50.0 4.95 14 91 1088 48-45-25.0 38.9100 91-08-20.0 4.95 14 . 92 1089 39-36-15.0 61.2200 90-41-50.0 4.95 14 '. 93 1090 32-34-35.0 58.9100 90-34-15.0 4.95 14 .> 94 1091 186-48-10.0 194,3700 90-10-30.0 4.95 2 ",'"" 95 1092 172-36-30.0 190.8200 91-13-55.0 4.95 2 96 1093 189-42-45.0 142.8400 89-54-10.0 4.95 2 97 1094 170-33-40.0 140.9300 91-15-30.0 4.95 2 -\ 98 1095 194-53-50.0 94.3200 89-52-15.0 4.95 2 . I' r" . 99 1096 167-55-10.0 106.7400 91-19-15.0 4.95 2 0 0 100 1097 211-23-40.0 47.6400 89-16-05.0 4.95 2 101 1098 171-10-55.0 190,9400 91-16-25.,0 4.95 2 '~ 102 1099 267-09-55.0 25,4800 88-46-25.0 4.95 2 if 1100 167-22-45,0 141.9700 91-10-00.0 4.95 2 \ 1101 288-59-40.0 27.8300 86-13-25.0 4.95 2 105 1102 164-59-30.0 106.0800 91-20-00.0 4.95 2 106 1103 311-33-30.0 37.5000 89-54-00.0 4.95 2 107 1104 163-52-50.0 106.3500 91-15-05.0 4.95 150 f II] ! -r .............. z , :2 ~ i ~~ll <~ Wu ..Jo ~o; en w, w:E:1 ..J t-I en LL! -0' :E ~l ~::;l ~~I' :E:w t-:E: ~gl ww ~; 0_ Ww :E:u t;:g -z wen u- i= F,. ~ ~ . 108 109 110 111 Y'~ k..-, 502 1105 1106 1107 1108 1109 1110 1111 1112 1113 1114 1115 1116 1117 1118 1119 1120 1121 1122 1123 1124 1125 1126 1127 1128 1129 1130 1131 1132 503 1133 504 1134 1135 505 1136 506 507 1137 1138 1139 1140 508 509 1141 510 511 512 513 514 1142 1143 1144 1145 1146 1147 515 516 1148 1149 58-53-25.0 109-58-05.0 121-25-05.0 20-01-00.0 339-39-20.0 305-12-00.0 256-07-30.0 188-30-55.0 303-13-25.0 16-23-55.0 341-51-55.0 08-46-20.0 02-38-25.0 169-29-40.0 166-34-05.0 160-48-55.0 154-40-40.0 152-07-30.0 134-49-15.0 109-07-15.0 102-46-15.0 93-29-15.0 84-15-25.0 83-40-30.0 87-09-05.0 88-59-15.0 95-59-50.0 45-17-40.0 55-03-55.0 63-42-15.0 68-55-10.0 64-40-20.0 64-58-00.0 64-13-15.0 47-20-35.0 23-30-00.0 54-25-25.0 27-36-55.0 267-21-30,0 226-20-15.0 205-51-35.0 199-16-10.0 192-39-25.0 132-55-50.0 147-33-50.0 158-03-35.0 162-56-05.0 26-54-40.0 10-19-55.0 03-35-00.0 19-11-25.0 19-04-15.0 07-40-05.0 02-50-20.0 01-28-40.0 04-08-00.0 09-23-20.0 09-21-20.0 02-41.'05.0 01-01-55.0 56.5900 48.6400 51.4900 53.4900 77.0500 41.5500 27.3000 150.1300 31.9500 59.3200 85.7600 136.7700 277.5400 192.8000 143.3400 96.4500 99.5300 90.9400 57.1800 95.3800 66.8300 105.3000 160.3000 202.3400 201.4900 163.7900 120.8100 77.1500 105.7600 154.2200 204.8400 207.5600 141.0200 133.4700 118.8500 82.5600 141.1200 86.5500 47.4000 65.7200 96.9600 145.8100 200.6400 71.8500 104.3700 148.7200 196.9900 125.0600 129.9450 148.0500 155.1700 167.1500 160.8800 167.4300 230.3600 238.9700 242.9800 257.0000 252.9800 258.9400 o o .. 90-50-35.0 91-11-30.0 91-07-20.0 90-26-15.0 89-49-30.0 90-38-40.0 89-19-20.0 90-37-55.0 89-18-10.0 90-32-50.0 89-50-15.0 90-32-30.0 90-08-55.0 91-00-35.0 91-05-00.0 91-11-40.0 90-53-45.0 90-56-30.0 91-25-15.0 90-17-55.0 91-03-15.0 90-22-15.0 90-00-15.0 89-57-20.0 89-53-35.0 89-57-40.0 90-15-30.0 91-06-20.0 90-13-30.0 91-41-05,0 90-12-35.0 89-20-50.0 88-43-30.0 88-39-10.0 92-19-30.0 94-04-45.0 91-56-30.0 90-50-25.0 89-54-55.0 89-37-45.0 89-27-30.0 89-46-40.0 89-23-00.0 91-00-25.0 90-41-20.0 89-31-25.0 89-48-50.0 90-45-15..0 90-24-22.5 89-58-25.0 90-28-25.0 90-26-25.0 90-09-15.0 89-57-55.0 89-58-10.0 90-09-05.0 90-06-15.0 90-10-25.0 90-01-55.0 89-57-45.0 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4-.-geO.S 4.95 8.00 8.00 8.00 0.30 0.30 0.30 4.95 4.95 4.95 4.95 4.95 8.00 4.95 4.95 7.88 7.88 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 6.20 4.95 4.95 4.95 ~... -._,_\~~ - ., 150 150 150 150 150 150 150 70 70 70 70 150 70 110 110 110 110 110 110 110 1 1 1 1 1 +3'CT'/lP 1 1 1 1 1 1 1 150 1 1 1 1 1 1 1 1 1 14 14 14 14 1 168 168 168 168 168 168 168 168 168 168 168 168 ------- ~ 114 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 K~ 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 ,~ i(^; 165 'b~~~ .. _:_.':\i~:]f?1:H~~tr". -~ , i, ) /,.,,1-,' I' -\ \'..' Q o -- , -~- .- ----':;r m o o .. T--- - -- I 1 .~ ~~ 'i " 168 517 09-13-30.0 235.4900 90-10-45.0 6.30' 113 169 518 04-54-00.0 231.0700 90-33-50,0 4.95 113 170 1150 05-26-00.0 211 .1400 90-36-05.0 4.95 113 z 171 519 07-39-25.0 166.5500 90-28-55.0 4.95 113 <( -: :E: t-, r; 1151 17-39-10.0 173.8700 90-32-25.0 4.95 113 t- zi W' 1152 04-35-05.0 196.6600 90-36-10;0 4.95 62 a: ::;; I ~~( 174 1153 349-24-30.0 138.5500 90-11-05.0 4.95 150 -,u 175 1154 343-02-20.0 83.2200 90-06-45.0 4.95 115 uO en 0; 176 520 348-42-40.0 139.8000 89-18-20.0 7.60 113 en w, 177 521 326-52-20.0 74.6800 90-01-50.0 4.95 ll1ATl01 w:I:! -' t-I 178 522 340-27-35.0 150.7500 87-46-10.0 11.90 111 en'" 179 523 309-56-05.0 74.8100 90-43-10.0 4.95 101ATl11 -0, :1 ~I 180 524 325-51-30.0 90.9800 90-10-40.0 4.95 101 ~::;[ 181 525 300-34-25.0 111 .4900 91-56-05.0 4.95 1 ...< 182 1155 294-31-50.0 82.0600 91-59-15.0 4.95 111 ~a 183 1156 297-29-50.0 31.5900 89-25-15.0 4.95 90 :E:wl 184 526 29-32-40.0 55.3300 90-47-25.0 4.95 60 t- :E:/ z t-I 185 1157 163-13-55.0 94.1000 91-27-25.0 4.95 162 -0 186 527 159-04-45.0 73.7400 91-37-45.0 4.95 162 ffi~1 187 1158 151-58-50.0 44.7000 91-54-00.0 4.95 162 ~~ 188 1159 87-39-35.0 20.2200 91-43-10.0 4.95 162 8i 189 1160 59-41-25.0 21.6300 91-07-35.0 4.95 162 190 1161 31-17-35.0 37.0300 90-48-40.0 4.95 162 Ww 191 528 16-09-35.0 176.9100 90-32-10.0 4.95 101 :E:u 192 529 00-00-05.0 482,0900 90-07-10,0 4.95 163 t-- !:!:5 z Occupied Poi nt: 213 N 380914.2380 E 1168200.1100 tl ~J Bockeight Point: 208 N 380907.1140 E 1168399.9800 ~i!;" Bench: 120.09 Diet: 0.0000 5. Ang: 90-00-00.0 Rod: 5.09 HI: 0.00 0,' Z \. ~~RENT SETUP: Stn 0213 \22 V03-01.7o; 0000; 03-Sep-00 18:56 ; 2029 ; 2029.8239> ;S 5 ot Point # H. Angle S. Diet S. Angle rod Description Key ------------------------------------------------------------------------------ --.-------..-------.--------__._.____.___________.___.__..___.M__.____________..________..______....______._H . 3 4 5 6 7 8 9 10 11 12 13 ],4 15 16 17 18 19 20 21 (:} . 1 530 1162 1163 1164 1165 1166 1167 1168 1169 1170 1171 1172 1173 1174 1175 1176 1177 1178 1179 1180 1181 1182 1183 1184 118S 1186 2 24 25 I,i~, \ 2. . ;' ,", .\r"<. Y::.t.:i:':":;::/"j - .. ~,... 359-59-25.0 00-01-05.0 00-01-05.0 03-59-45.0 356-46-00.0 356-46-00.0 356-46-00.0 05-15-05.0 356-17-25.0 11-40-10.0 354-35-10.0 90-00-05.0 270-00-20.0 221-37-40.0 324-58-10.0 271-21-45.0 258-08-25.0 212-10-05,0 234-12-40.0 252-18-15.0 351-35-20.0 338-26-50.0 297-32-00.0 319-31-55.0 340-35-55.0 91-04-25.0 150,0100 100,0200 49.9700 149.4600 0.0000 0.0000 150.8500 100.6300 100.1300 51.4800 49.9500 10.0700 5.0800 8.6300 8.4300 44.6300 44.3800 31.8600 21.3200 43.7000 64.7100 28.5000 47.0800 66.5500 27.6600 16.7000 89-05-00.0 69-21-45.0 89-34-55.0 89-09-45.0 89-10-05.0 89-09-30.0 89-09-25.0 89-28-45.0 89-26-40.0 90-05-05.0 89-39-20.0 91-38-20.0 92-27-40.0 92-01-05.0 91-07-50.0 89-53-50.0 89-15-05.0 89-53-00.0 90-14-10.0 89-05-00.0 89-56-55.0 92-36-30.0 91-21-15.0 91-29-05.0 89-55-10.0 94-26-40.0 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 34 34 34 161 161 161 161 161 161 161 161 161 168 168 168 168 101 101 101 113 113 113 113 15.1 3 i. ) ,/' o \, y--- o '. 1m! -v--- v--- v -- I z , <...: 1= ffi \ a: ::!: ~ LiS ~\ -,u uO en 0 I enW ~ 1= I en ...1 ~ol ::!:~r if ~t en ~I :E ~I t- :E:I ~ t-I !z ~I wW1 ::;;~! ~~1' Ww :E:u ti= _0 z wen u- i= ~, o / z\ 27 28 29 30 (~ 33 34 35 36 1187 1188 1189 531 1190 1191 1192 1193 532 533 19-58-25.0 06-49-00.0 05-23-30.0 163-53-40.0 07-16-00.0 07-55-10.0 13-25-15.0 37-41-00.0 93-13-10.0 180-59-25.0 i ------ 53.7100 101.5600 123.3000 134.1800 122.6200 101.4300 63.8800 59.0600 51.5300 122.7300 o o III 91-08-55.0 89-31-05.0 89-22-15.0 91-44-00.0 88-21-20.0 88-49-30.0 90-04-55.0 89-09-05.0 84-56-25.0 91-08-25.0 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 11.30 4.95 ~ -,. -.r~_RJ - -- -~ ~ " I' 3 3 3 70 4 4 4 1 1 163 Occupied Point: 210 N 381093.9770 E 1168554.9700 Backeight Point: 208 N 380907.1140 E 1168399.9800 Bench: 124.31 Diet: 0.0000 S. Ang: 90-00-00.0 Rod: 5.22 HI: 0.00 CURRENT SETUP: Stn 0210 SDR22 V03-01.7a; 0000; 03-Sep-OO 18:56 ; 2029 ; 2029.8239) ;5 Shot Point # H. Angle 5. Diet S. Angle rod Description Key =~=~~=~========~===~===================~====================================== o 3 4 5 6 7 8 9 10 (' 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 (~ 39 40 41 . 1 534 535 1194 1195 1196 1197 1198 1199 1200 536 1201 1202 1203 1204 1205 1206 1207 1208 1209 1210 1211 1212 1213 1214 1215 1216 1217 1218 1219 1220 1221 1222 1223 1224 1225 1226 1227 537 1228 1229 1230 2 359-46-05.0 350-08-30.0 354-13-10.0 354-37-35.0 355-36-35.0 355-18-50.0 356-47-25.0 356-21-30.0 355-03-40.0 352-01-15.0 337-04-25.0 201-18-15.0 245-27-20.0 206-34-00.0 333-33-40.0 326-13-15.0 180-01-55.0 180-00-45.0 180-00-05.0 179-59-20.0 179-59-20.0 179-59-20.0 182-35-15.0 183-11-00.0 184-02-00.0 185-23-00.0 188-05-35.0 195-49-00.0 269-44-40.0 90-08-40.0 164-46-40.0 172-22-55.0 174-48-20.0 176-08-00.0 177-00-40.0 177-31-15.0 1.75-52-45.0 185-24-00.0 173-35-'40.0 186-19-15.0 175-49-20,0 280.3400 281.7800 312.2200 264.7700 264.1500 258.2700 325.8200 257.2700 175.5900 116.4000 40.0800 45.3100 93.7400 45.1400 41.3700 45.2400 49.3900 99.3700 149.3500 199.3600 249.3400 299.3700 299.5600 249.6300 199.8500 149.8000 100.3900 51,3400 14.0200 13.8700 51,1300 100.1700 149.9900 199.8500 249.7400 299.6500 300.8200 297.2100 297.5000 251.7700 250.3900 90-07-45.0 90-17-35.0 90-19-10.0 90-19-20.0 90-15-15.0 90-18-35.0 90-19-15.0 90-12-55.0 90-14-50.0 90-28-15.0 91-18-20.0 91-33-15.0 91-22-30.0 91-45-55.0 91-34-35.0 91-37-10.0 90-38-35.0 90-27-50.0 90-23-15.0 90-21-45.0 90-21-40.0 90-21-10.0 90-25-50.0 90-30-20.0 90-32-45.0 90-36-45.0 90-48-00.0 91-15-45.0 93-36-55.0 92-32-20.0 91-06-00.0 90-42-30.0 90-32-15.0 90-26-15.0 90-26-20.0 90-25-50.0 90-33-30.0 90-35-10.0 90-22-30,0 90-33-15.0 90-27-30,0 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4,95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 91 66 66 66 66 66 66 66 66 66 66 66 66 66 66 62 34 34 34 34 34 34 161 161 161 161 161 161 161 161 161 161 161 161 161 161 i.. ) .-1'> :/ 'I' 0 ~\ r o 2 lAT110 1 lAT110 3 ~- - z . < " J: t- . t- ffi \ a: ::;; \ ~~1 -' u\ ug, (/) I (J)Wi W J: I -' I- I (/) "'1 ~O ::E~r i2::; ... <, UJ ~! _ el,' :E:W ~ l=j' !Zg ~~ g;s) 0_, Ww :E:U t-- !:!:13 z W(/) U- i= F!;! O{ z \, 42 43 44 45 (/ 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 ('. 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 (} 99 :LOO 101 . ~.. - 1231 1"")"'=1'") 1233 1234 1235 1236 1237 1238 1239 1240 1241 1242 1243 1244 1245 1246 1247 1248 1249 1250 1251 1252 538 539 1253 540 1254 1255 1256 1257 1258 1259 1260 1261 1262 1263 541 1264 1265 1266 1267 542 1268 543 1269 1270 544 1271 127Z 1273 1274 1275 1276 1277 1278 1279 1280 1281 1282 545 --~ 172-08-55.0 171-03-20.0 167-35-15.0 187-49-15.0 153-48-05.0 190-09-20.0 192-41-25.0 196-34-10.0 198-15-45.0 228-32-10.0 270-41-30.0 195-03-50.0 197-51-50.0 232-54-10.0 192-43-10.0 229-16-35.0 189-06-50.0 186-57-15.0 219-16-40.0 217-14-00.0 197-28-30.0 190-40-15.0 190-44-20.0 188-09-45.0 188-10-00.0 135-08-50.0 153-05-05.0 137-22-45.0 126-30-35.0 112-59-40.0 118-55-05.0 101-17-05.0 113-17-20.0 113-20-55.0 113-20-55.0 332-06-25.0 325-22-35.0 217-46-35.0 143-01-25.0 145-23-20.0 136-25-10.0 172-00-25.0 134-34-15.0 175-24-05.0 175-46-50.0 173-46-00.0 171-31-50.0 176-16-55.0 171-21-15.0 172-00-35.0 160-15-35.0 149-54-45.0 148-44-45.0 162-48-35.0 146-04-45.0 172-47-35.0 3,57-25-05.0 170-17-35.0 174-56-40.0 157-23-50.0 , .... 202.6100 152.5700 101.6200 201..2200 55.3900 151.5900 120.7600 92.7600 84.2200 119.4800 22.2800 103.0000 46.8500 73.0300 65.1800 99.5200 89.8700 117.6500 117.7200 148.3300 154.9500 230.8300 231.5200 329.1700 376.4300 66.9200 113.7800 218.2100 190.6600 158.9200 258.3900 139.8300 0.0000 0.0000 102.4800 126.8300 41 . 1900 39.9300 35.6700 33.1100 29.3200 159.9600 33.8500 306.8100 302,9800 214.0200 211.3900 204.3400 199.2300 214.8500 225.6500 245.5200 222.3200 198.7800 202.1300 183.9300 183.5800 172 .4300 159.3600 236.8700 o o .. 90-32-10.0 90-45-20.0 91-24-15.0 90-42-05.0 92-55-25.0 90-48-25.0 90-47-35.0 91-04-10.0 91-01-50.0 90-48-15.0 93-33-00.0 90-51-45.0 91-24-05.0 91-42-35.0 91-04-05.0 91-08-05.0 90-50-20.0 90-42-50.0 90-46-05.0 90-34-20.0 90-41-40.0 90-07-25.0 90-07-30.0 90-18-10.0 90-16-55.0 92-29-00.0 91-18-20.0 90-47-50.0 90-53-00.0 91-20-10.0 90-26-50.0 91-24-40.0 91-49-05.0 91-49-10.0 91-49-25.0 91-10"45.0 92-18-50.0 92-58-50.0 92-16-00.0 91-49-55.0 92-13-55.0 90-32-55.0 94-04-15.0 90-20-55.0 90-31-00.0 90-30-05.0 90-22-00.0 90-26-05.0 90-26-00.0 90-20-20.0 90-20-05.0 90-25-15.0 90-30-45.0 90-28-15.0 90-37-00.0 90-32-20.0 90-37-35.0 90-37-10.0 90-30-05.0 90-19-05.0 - 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 6.89 5.80 5.80 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4 ,,95 4.95 4.95 4.95 4.95 4.95 4.95 -- - -- ---- -.- ~ \. .---li Ii ., 3 3 3 1AT110 3 1ATll0 lAT114 lAT114 lAT110 lAT110 3 3 168 168 168 168 168 168 168 168 1 1 1 1 1 1 1 1 1 1 1 1 1 101 70 70 70 150 150 70 90 70 150 150 163 14 10 14 161 161 161 1 1 1 161 14 14 101 \-'" '- J /' ,/ o \..:~ o '. -- - z < ., :E: lz ' t- wi a: ::!: I' <:J W(,J dOl enO en Wi ~~i en'" -0 :E~ ~::; ...< ~a :E:w t-:E: zt- ~g ww ~~ g~ o , Ww :E:u t-i= ~~I Wcll' u-J i= ~, g \! 102 103 104 ~5 ~1 108 109 110 111 112 113 114 115 116 117 118 119 1283 546 547' 1284 1285 1286 1287 1288 1289 548 549 1290 1291 1292 1293 1294 1295 1296 170-32-05.0 172-22-00.0 172-28-20.0 174-52-10.0 175-36-30.0 174-00-25.0 175-37-15.0 177-25-20.0 177-02-25.0 18-23-00.0 43-56-25.0 73-44-10.0 75-19-40.0 75-05-05.0 78-31-30.0 79-59-45.0 67-20-15.0 58-27-30.0 222.1500 276.4100 223.9100 230.9200 270.8100 276.9800 270.8200 293.6300 266.3800 173.7700 123.0600 112.7100 124.2300 148.5600 154.7100 191.3700 216.6600 246.1700 o o .. 90-13-55.0 90-56-05.0 90-18-45.0 90-25-00.0 90-25-00.0 90-19-20.0 90-26-15.0 90-27-00.0 90-26-35.0 91-04-05.0 92-16-50.0 92-24-10.0 92-06-45.0 91-50-50.0 91-36-05.0 91-00-45.0 90-43-10.0 90-25-25.0 " 4.95 1.85 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 ..------ -~ --, -- . ~ ~ I.:: 101 101 163 163 163 163 14 14 113 113 113 113 113 113 113 113 113 Occupied Point: 222 N 381198.9140 E 1168371.1700 Backsight Point: 220 N 381073.2720 E 1168237.0800 Bench: 121.66 Dist: 0.0000 5. Ang: 90-00-00.0 Rod: 5.22 HI: 0.00 CURRENT SETUP: 5tn 0222 SDR22 V03-01.7a; 0000; 03-Sep-00 18:56 ; 2029 2029.8239>;5 shot Point # H. Angle S. Dist 5. Angle rod Description Key ------------------------------------------------------------------------------ _._-------------------------,-_._---------------"-------.--------------------------------- (1 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 (.:, 31 32 33 . 1 550 1297 1298 1299 1300 1301 1302 1303 1304 1305 1306 1307 1308 1309 1310 1311 1312 1313 1314 1315 1316 1317 1318 1319 1.320 1321 1322 1323 1324 1325 1326 1327 1328 2 249-14-40.0 242-33-00.0 227-22-30.0 184-01-20.0 180-00-55.0 171-00-35 .0 264-54-40.0 244-50-35.0 249-20-35.0 260-05-40.0 258-12-40.0 249-59-15.0 244-13-45.0 256-41-10.0 256-47-15.0 240-34-40.0 224-32-00.0 198-48-30.0 239-14-15.0 186-43-05.0 314-53-05.0 179-32-55.0 240-58-55.0 251-16-45.0 254-16-45.0 255-21-05.0 253-26-50.0 255-30-55.0 282-27-20.0 281-32-55.0 297-52-20.0 316-36-40.0 338-08-00.0 163.1200 115.7200 71.9800 44.3700 44.0300 43.9000 194.5200 204.9600 187.5700 183.2000 163.5100 161.6900 104.0600 109.3100 102.5400 29.8200 56.0000 50.2000 19.3400 66.3700 11.7000 22.4400 61.4800 111.1800 161.3000 196.2300 68.7800 80.8600 74.1200 85.3300 42.9500 63.6500 103.4000 90-11-25.0 90-37-40.0 90-29-45.0 90-32-10.0 90-37-45.0 90-51-40.0 89-25-10.0 89-28-50.0 89-43-15.0 89-36-35.0 90-02-45.0 90-14-00.0 91-04-35.0 90-55-20.0 90-57-50.0 92-35-15.0 91-13-55.0 90-58-30.0 92-55-15.0 90-31-30.0 91-41-10.0 91,-16-10.0 91-16-00.0 90-53-15.0 90-00-25.0 89-24-05.0 93,-21-20.0 91-10-30.0 91-53-35.0 91-41-20.0 92-27-00.0 92-01-25.0 90-57-20.0 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4,95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 158 158 158 158 158 158 10 10 11 11 12 12 161 161 161 10 10 11 11 12 12 35 34 34 34 34 168 168 168 168 1 1" 1 \-:.. i, I."'; \, r-t o o - v '- - r ~ ------- o o .. ~~ -.eca I ~ .~ ., ~-- -.. ::i! ... 2: !z i ~w' a: ::;;' ~~( -,u uO c enwl ffi:I: -' t-I en'" -0 :E ~I ~:ii!, ... ~' enO' s: wi t- XI z t-i ;: 01 z t-I ~~ g~ 0_ UIW :E:U t-- !!::6 z Wen u- -:E:' t- .....' ~ ~, '. 94 95 96 (7 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 ) Kj 125 126 127 128 129 130 131 1386 1387 1388 1389 1390 1391 1392 1393 1394 554 555 1395 1396 1397 1398 1399 1400 1401 1402 1403 1404 1405 556 557 1406 1407 1408 1409 1410 558 559 -6i?:- 560 1411 1412 1413 561 563 1414 - .. - 65-35-15.0 193-14-05.0 192-16-10.0 213-03-10.0 243-53-50.0 249-36-45,0 251-02-25~O 213-27-00.0 159-57-10.0 244-13-55.0 102-25-05.0 96-17-00.0 27-01-45,0 19-24-45.0 11-36-50.0 12-06-15.0 09-04-20.0 21-16-05.0 16-34-30.0 12-13-35.0 89-45-50.0 97-19-50.0 123-38-25.0 125-52-20.0 158-03-45,0 184-54-30.0 176-59-40.0 176-24-10,0 182-;'.0-55.0 188-05-05.0 172-35-45.0 182-15-55.0 183-08-00.0 182-13-25.0 178-58-40.0 185-47-50.0 18-21-20.0 14-00-45.0 ......-~ 25.4900 41.3200 41.2200 48.8000 110.8000 163.7100 186.8600 52.4700 52.1100 22.1300 19.0000 19.5500 75.0700 75.1000 80.8300 106.4100 135.1100 104.6300 137.4700 177.7300 57.0800 47.0500 85.6100 58.5600 115.4000 220.4200 242.1400 203.1800 186.3300 210.4000 200.1800 274.0400 197.3300 247.8000 198.2100 255.3500 155.4000 162.1600 o o .. 88-31-00.0 90-42-20,0 90-40-00.0 91-03-45.0 91-07-10.0 90-14-00.0 89-37-55.0 90-21-25.0 90-54-00.0 92-31-00.0 88-22-15.0 88-31-10.0 89-09-20.0 89-01-50.0 89-23-05.0 89-39-15.0 89-45-20.0 89-40-00.0 89-38-10.0 87-27-55.0 89-24-10.0 89-07-35.0 89-46-10.0 89-26-25.0 88-14-35.0 90-00-55.0 89-49-40.0 89-50-50.0 89-52-55.0 89-04-15.0 90-28-45.0 89-57-45.0 89-53-50.0 89-56-00.0 89-43-50.0 89-00-10.0 87-53-25.0 88-04-40,0 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 ~1Z..5 4.95 4.95 4.95 5.44 ~P.O 5.44 5.44 5.44 5.44 8.15 2.35 4.95 4.95 4.95 4.95 8.63 9.55 9.55 .- --&'_- ----- -.::j "' '. 61 61 66 66 66 66 66 150 90 70 70 90 150 150 151 113 113 1 1 1 101 101 101 152 1 70 14 14 14 14 62 66 66 14 66 14 101 101 ~,....." Occupied Point: 19 N 381547.2740 E 1168963.3300 Backsight Point: 26 N 381436.6010 E 1168812.4300 Bench: 120.70 Diot: 0.0000 S. Ang: 90-00-00.0 Rod: 5.47 HI: 0.00 CURRENT SETUP: 5tn 0019 5DR22 V03-01.7a; 0000; 03-5ep-00 18:56 ; 2029 2029.8239);$ shot Point # H. Angle S. Dist 5. Angle rod Description Key <.. ~~~~~~~~~~=~~~~~~==~=~=~~~=~=~==~~=~~=~===~=~~~=~~~~===~=====~=~~~==~==~~==~~~ 1 562 351-22-50.0 261.5000 89-44-45.0 4.95 34 2 1415 352-39-40.0 211.7500 89-45-10.0 4.95 34 3 1416 354-45-35,0 162.2400 89-44-00.0 '4.95 34 ,,~I \'=~ . 4 1417 358-39-20.0 113.0700 89-46-40.0 4.95 34 . 5 1418 08-21\-50.0 65.2600 89-55-30.0 4.95 34 0 Q 6 1419 53-28-25.0 26.9900 90-45-20.0 4.95 34 7 1420 133-45-40.0 46.9600 90-47-25.0 4.95 34 ''''-..' \~ 1421 150-22-20.0 93.1300 90-34-50.0 4.95 34 1422 155-47-30.0 141.9900 90-29-55.0 4.95 34 1423 158-26-00:0 191.3500 90-27-30.0 4.95 34 11 1424 154-23-05.0 193.5600 90-35-30.0 4.95 161 \; 1425 162-33-05.0 190.1100 90-35-50.0 4.95 161 11\26 150-19-55.0 11\5.0100 90"41-1\5.0 1\,95 161 ," i ,~, 1".'( ~''7'''', "'" ." ' + . 1,/ t~, ~t .I..:<<\~, ..h'\~l\ i 'w::..;.~I'~ "~~,>;".'rt~.'\, .-r - ---r- --- ..- - ------~~..- W!IIi~ ---- o. I 101 .~ o .. " f--.;;r I - ~~- -, -,-- -- - -"---T ,---- ----- 11III o o 1 .~ ~ .. " 74 1472 28-57-55.0 100.4800 90-14-30.0 4.95 101 75 1473 71-03-15.0 68.8300 90-16-50.0 4.95 101 z 76 1474 72-52-20.0 110.7700 90-24-45.0 4.95 101 <...: :E:z' (' 1475 74-17-20.0 110.6100 90-25-35.0 4.95 161 t- w' 1476 73-28-55.0 72.0700 90-23-30.0 4.95 161 a: ::;; \ ~al 79 1477 73-08-10.0 59.8300 90-47-50.0 4.95 161 dOl 80 1478 73-17-00.0 51.9700 91-04-10.0 4.95 14 (/)Ci 81 1479 85-36-15.0 52.2500 91-10-05.0 4.95 10 (/)Wi 82 1480 89-27-35.0 51.6300 91-18-50.0 4.95 11 ~ i= I 83 1481 93-34-30.0 47.2700 91-28-50.0 4.95 12 ~ 13! 84 1482 125-34-25.0 69.2700 91-05-40.0 4.95 161 :E ~f 85 1483 123-32-20.0 71.8300 91-02-50.0 4.95 10 Ii ~, 86 1484 122-33-10.0 75.0000 90-59-10.0 4.95 11 ... ~I 87 1485 123-21-30.0 77.6100 90-57-50.0 4.95 12 enol 88 1486 128-24-05.0 86.4900 90-54-40.0 4.95 12 xwl 89 1487 74-33-50.0 136.7300 90-54-05.0 4.95 161 t- J:' Z t-' 90 579 67-40-50.0 134.0500 90-49-30.0 4.95 70 - I !z gl 91 1488 105-07-45.0 144.3800 91-12-45.0 4.95 14 wWI 92 1489 102-45'-10.0 117.9900 90-42-20.0 4.95 162 ~~ 93 1490 86-04-25.0 99.0900 90-28-30,0 4.95 162 g~ 94 1491 93-04-50.0 71 .0700 90-39-10.0 4.95 162 c _, 95 1492 113-10-45.0 82.7100 90-45-35.0 4.95 162 Ww 96 1493 52-35-50.0 49.8500 90-56-10.0 4.95 163 J:u 97 1494 06-29-50,0 130.9700 90-09-00.0 4.95 163 t-t= !: 1i I 98 1495 62-13-50,0 53.0600 91-01-55.0 4.95 150 W(/)l 99 1496 64-08-50.0 61.4200 90-40-20.0 4.95 150 ~xJ 100 1497 70-20-05.0 58 .1400 90-50-30.0 4.95 150 O~'i 101 1498 129-15-40.0 82.3800 91-08-15.0 4.95 90 z\ 102 580 131-32-40,0 85.5200 91-11-40.0 4.95 72 i('~ 1499 147-27-35,0 147.1400 90-58-40.0 4.95 3 1500 152-15-45,0 195.5600 90-47-40.0 4.95 3 105 1501 144-15-25,0 202.3200 90-38-15.0 4.95 1 106 1502 127-09-35,0 117.0200 90-46-40.0 4.95 1 107 1503 137-40-50,0 160.6900 90-39-55.0 4.95 1 108 1504 120-43-20.0 145.4600 90-41-45.0 4.95 1 109 1505 131-59-55.0 175.1300 90-32-00.0 4.95 1 110 1506 123-01-45.0 98.4200 90-39-35.0 4.95 1 111 1507 139-09-45.0 216.3500 90-33-20.0 4.95 1 \..... 112 1508 115-06-45.0 117.6600 90-20-00.0 4.95 1 113 1509 110-51-35,0 129.6400 90-23-25.0 4.95 1 114 1510 117-56-45,0 159.4900 91-10-20.0 4.95 70 115 1511 167-23-05,0 39.3800 91-33-40.0 4.95 161 116 1512 166-54-50.0 89,6200 90-48-20.0 4.95 161 . 117 1513 166-23-35.0 139.8300 90-33-15.0 4.95 161 118 1514 166-01-45.0 190.1100 90-31-45.0 4.95 161 i. 119 1515 177-37-45,0 139.0200 90-24-55.0 4.95 168 ) ,J-' 1:..!0 1516 186-21-30.0 145,5000 90-25-55.0 4.95 168 /' 121 1517 194-59-05,0 100.6900 90-35-00.0 4.95 168 122 1518 205-28-20.0 112.1800 90-35-05.0 4.95 168 -\ 123 1519 205-39-55.0 100.2800 90-29-40.0 4.95 168 124 1520 187-16-40,0 82.4900 90-41-05.0 4,95 168 . I' \ ' . 125 1521 205-09-20,0 46.1500 91-06-25.0 4.95 168 0 0 126 1522 169-29-40.0 22.1600 92-44-00.0 4.95 168 \..;,;~;~.r 127 1523 254-11-40.0 52.2900 89-43-55.0 4.95 70 (" 1524 235-40-40,0 53.7600 90-14-40.0 4.95 1 1525 332-04-55.0 95.0000 89-22-00.0 4.95 62 130 1526 339-40-20.0 92.1900 89-46-25.0 4,95 66 131 1527 348-06-30.0 91.7600 69-57-55.0 4.95 66 132 1528 30-17-10.0 4.4500 96-44-40.0 4.95 66 133 1529 164-39-50,0 119.1400 90-38-00.0 4.95 66 I I .; " J[J ~-r .-.. ~ --'fRIII - &~ o o .~ ~ - .. " I ,.' . -, 134 1530 136-01-15.0 6.2400 95-40-30.0 4.95 66 135 1531 237-19-20.0 16.2500 91-15-50.0 4.95 62 z 136 1532 245-37-25.0 39.8500 90-12-30.0 4.95 61 <...:,' :I:ZI r~ 581 284-50-30.0 6.8100 107-10-50.0 2.90 60 ~~I 582 312-10-20.0 6.4500 93-16-35.0 4.95 154 i:5~ 139 1533 292-50-20.0 8.9600 92-25-10.0 4,95 154 ...JU 140 1534 256-15-10.0 8.2500 92-56-55.0 4.95 154 uO (J)~I 141 1535 254-35-20.0 3.6100 97-01-30.0 4.95 154 ffl :E:I 142 583 176-50-20.0 146.3100 87-59-25.0 11.33 101 ...J t-I 143 1536 173-49-00.0 201.8500 88-38-20.0 11.33 101 (J)'" 144 584 189-22-25.0 156.3000 87-54-10.0 11.99 100 -0. :E ~I 145 1537 193-00-15.0 136.2600 87-33-05.0 11.99 101 ~::;r 146 585 211-52-05.0 173.5500 89-43-25.0 6.98 101 ... <I 147 1538 229-07-15.0 58.1100 88-26-40.0 6.98 1 (J)~I _0 :E:w Occupied Point: 212 N 381608.5650 E 1169241.6200 t-:E: ~gl Backsight Point: 490 N 381704.3900 E 1169126.2100 Bench: 120.28 Dist: 0.0000 S. Ang: 90-00-00.0 Rod: 5.25 HI: 0.00 ww CURRENT SETUP: 5tn 0212 ::E SDR22 V03-01.7a; 0000; 03-Sep-00 18:56 ; 2029 ; 2029.8239> ;5 ~ U 5hot Point II H. Angle 5. Dist S. Angle rod Description Key 0 ~==~==~=====~=~=~============================================================= c_ Ww J:u 1 586 00-00-05.0 200.0700 91-43-05.0 0.23 34 t-- !!:b 2 587 00-00-05.0 100.0000 90-30-45.0 4.95 34 z 3 1539 00-00-05.0 50.0900 91-08-40.0 4.95 34 wen u- 4 1540 343-17-25.0 91.0300 90-32-05.0 4.95 161 j: ~'1 5 1541 334-39-30.0 96.3100 90-21-20.0 4.95 161 0,1, Z\ 6 1542 321-01-40.0 65.8400 90-56-50.0 4.95 161 C. 588 13-17-35.0 156.8100 89-32-10.0 7.82 14 tl 589 19-21-10.0 110.2600 90-36-15.0 4.95 14 9 1543 336-15-00.0 55.5000 91-05-30.0 4.95 161 10 1544 14-34-30.0 90.6300 90-52-50.0 4.95 14 11 1,545 16-51-15.0 66.4700 91-12-45.0 4.95 14 12 1546 296-09-30.0 14.8600 94-11-15.0 4.95 14 13 1547 26-51-10.0 59.3400 91-35-15.0 4.95 14 14 1548 71-14-05.0 10.9500 92-44-25,0 4.95 14 15 1549 46-26-35.0 79.4400 91-15-20.0 4.95 14 \-.. 16 1550 46-11-00.0 30.1900 92-30-00.0 4.95 14 17 1551 69-37-05.0 64.4700 91-31-15.0 4.95 14 f . 18 1552 47-38-25.0 53.0500 91-40-35.0 4.95 162 19 1553 347-41-40.0 33.9300 91-39-40.0 4.95 162 20 1554 09-20-15.0 86.2400 90-48-25.0 4.95 162 ',' . 21 1555 06-51-50.0 135.0700 90-29-50.0 4.95 162 i. 22 1556 323-32-15.0 108.3500 90-11-10,0 4.95 100 ) 23 1557 15-10-35.0 158.0100 90-35-45.0 4.95 101 ",~ 24 1558 307-41-05.0 81.6400 90-32-00.0 4.95 101 25 1559 28-37-20.0 87.2800 91-09-20.0 4.95 101 26 1560 57-58-05.0 144.6700 90-33-10.0 4.95 101 \=\ 27 1561 18-47-20.0 75.9200 91-04':'20.0 4.95 110 " 28 1562 22-29-25.0 64.1500 91-20-45.0 4.95 110 . I . 29 1563 31-05-45.0 68.6600 91-08-15.0 4.95 110 Q 0 30 1564 26-18-50.0 79.4500 90-47-35.0 4.95 110 31 1565 104-08-25.0 60.4700 91-19-05,0 4.95 101 (j 1566 114-21-40.0 42.7700 91-42-00.0 4.95 101 1567 137-17-45,0 64,6200 90-08-40.0 4.95 101 34 1568 145-26-25.0 77.4500 88-14-20.0 4.96 70 35 1569 144-24-00.0 69.8400 89-46-05.0 4.95 3 36 1570 140"28-35.0 42.5300 90':'49-10.0 4.95 3 37 1,571 95-07-50.0 36.0000 92'"32-30.0 4,95 :3 111II1 ""I --- ~ .) ~~l\ :iS~ ...JU u81 en Wi en :E: I ~t- en u. I ~~rl i1i::; u.< ~ ~ OJ ~~l ~~ ww :: ' ~ gll! 0_ Ww :E:u ~g z wen u- i= ~) 0.'- Z \, 38 39 40 C~ 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 (~ 68 69 1572 1573 1574 1575 1576 1577 1578 1579 1580 590 591 1581 1582 1583 1584 1585 1586 592 1587 1588 1589 1590 1591 1592 1593 1594 1595 1596 1597 1598 593 1599 157-30-40.0 148-31-05.0 165-43-00.0 172-01-00.0 180-09-45.0 136-41-30.0 207-37-45.0 242-05-55.0 283-31-10.0 248-00-05.0 78-41-45.0 328-57-35.0 327-53-50.0 65-17-50.0 61-41-45.0 61-16-00.0 58-50-10.0 20-01-50.0 58-28-25.0 76-21-35.0 46-38-55.0 80-36-20.0 70-03-20.0 66-14-25.0 72-12-50.0 81-19-15.0 98-31-25.0 104-30-10.0 75-55-25.0 89-21-20.0 03-38-05.0 04-49-05.0 71.5500 39.7500 47.3300 39.9100 60.3100 17.5100 40.4800 19.6200 54.4000 57.0100 235.6200 47.3400 46.4900 252.4900 221.6200 215.3600 199.9000 69.1900 141.6400 153.4700 111 .0600 131 .1500 119.0100 165.3300 179.7000 63.9000 63.2200 46.8400 43.7400 52.8700 221.2600 221.7100 o o .. 83-28-35.0 87-49-10.0 87-00-00.0 88-59-45.0 89-20-40.0 90-15-20.0 90-21-00.0 92-36-05.0 91-03-35.0 88-09-55.0 90-31-50.0 91-22-15.0 91-09-05.0 90-31-25.0 90-31-30.0 90-28-35.0 90-34-45.0 91-10-00.0 90-29-30.0 90-49-45.0 90-49-45.0 90-45-05.0 90-48-40.0 90-36-35.0 90-34-15.0 91-36-10.0 91-20-55.0 91-46-45.0 92-28-00.0 87-18-30.0 90-44-50.0 90-42-10.0 _~1Ii)&JI!IlIiJl'l'-_ -..lriIIUil-I._rl!SI.....1BI " 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 7.72 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4 4 4 3 3 1 1 1 101 101 72 62 61 101 101 14 14 72 160 160 160 168 1 1 168 168 3 3 3 Occupied Point: 219 N 381346,7800 E 1168528.9700 Backoight Point: 221 N 381228.9790 E 1168403.2500 Bench: 122.82 Diot: 0.0000 S. Ang: 90-00-00.0 Rod: 5.22 HI: 0.00 CURRENT SETUP: Stn 0219 SDR22 V03-01.7a; 0000; 03-Scp-00 18:56 ; 2029 ; 2029,8239> ;5 Shot Point I H. Angle S. Diet s. Angle rod Deeeription Key 2 70 90 ~~~~~~~~~~=~~~~~~=~~~=~~=~~=~~~~~~=~~~==~==~~==~~=======~===~~===~~~===~~=~~== . 3 4 5 6 7 8 9 10 11 12 13 c: 16 17 18 19 . 1 594 1600 1601 1602 1603 1604 1605 1606 1607 1608 1609 1610 1611 1612 1613 1614 1615 1616 595 :2 186-07-40,0 184-54-10.0 183-1\2-55.0 190-44-30.0 182-07-50.0 190-40-05.0 181-37-55.0 1:67-33-25.0 181-12-40.0 160-44-30.0 180-57-35.0 127-42-35.0 104-16-50.0 180-42-10,0 79-07-35.0 72-16-20.0 57-58-50.0 23-1\4-15.0 212-52-30,0 73.2400 85.5200 107.3100 106.1200 177.7500 59.7300 230.3500 62.1000 329 .1000 38.2000 432,630d 29.8900 46.0800 546.0200 49.4300 30.1\600 22.8900 31.0900 125.2600 90-57-35.0 90-45-45.0 90-38-50.0 90-37-50.0 90-29-45.0 90-59-00.0 90-21-50.0 90-43-50.0 90-39-55.0 90-56-30.0 90-36-05.0 91-13-05.0 90-34-50.0 90-34-55,0 90-41-30.0 91-15-00,0 91-53-35.0 91-13-50.0 91-12-00.0 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 4.95 2.20 161 161 161 14 161 66 161 161 161 10 161 11 12 161 161 12 11 10 101 ~- ~_B _ill \ '''i "" " ....~ \....-.. , '- " ~\.. r"~ o ;:..'J -'-1- .,--', ^~ -- o o ~ 'i -- .. " ~, , 20 1617 177-37-35.0 90.6500 90-26-10.0 4.95 162 z <' occupied Point: 8 N 381983.4310 E 1169292.7800 :E:!z t-w ( !ksight Point: 27 N 381696.2140 E 1169014,2300 a::E ~nch: 117.45 Dist: 0.0000 s. Ang: 90-00-00.0 Rod: 5.11 HI: 0.00 ~~ CURRENT SETUP: Stn 0008 ...JU uO SDR22 V03-01.7a; 0000; 03-Sep-00 18:56 ; 2029 ; 2029.8239) ;s (/)0 shot Point It H. Angle s. Dist s. Angle rod Description Key (/)w w:E: ------------------------------------------------------------------------------ ...Jt- -..--------------------------------------.-------------------------.----------------.--.- (/)... -0 1 597 358-06-50.0 306.6500 89-49-30.0 4.86 161 :E~ 2 1618 358-42-50.0 256.6700 89-51-40.0 4.86 161 c2::; 3 1619 359-23-25.0 206.7100 89-50-40.0 4.86 161 ...< ~a 4 1620 01-25-50.0 157.2500 89-48-25.0 4.86 161 :E:w 5 1621 04-47-35.0 107.9200 89-53-20.0 4.86 161 t-:E: 6 1622 13-32-25.0 59.3500 90-11-55.0 4.86 161 zt- ;:0 7 1623 66-16-45.0 19.1300 91-10-15.0 4.86 161 zt- 8 1624 152-05-10,0 47.6700 91-00-50.0 4.86 161 UlLll 9 1625 164-03-45.0 95.4800 90-38-50.0 4,86 161 ~~ 10 1626 186-59-20.0 96.0000 90-46-40.0 4.86 163 11 1627 198-57-25.0 47.7200 91-04-05.0 4.86 161 12 1628 284-37-05.0 20.2600 91-01-10.0 4.86 161 Ww 13 1629 324-39-55.0 35,5600 90-42-25.0 4,86 163 :E:u t-j:: 14 1630 27-34-25.0 36.0700 90-50-35.0 4.86 163 !!::O 15 1631 336-52-05.0 60,0400 90-03-35.0 4.86 14 z W(/) 16 1632 345-21-10.0 108.1200 89-54-40.0 4.86 161 !:! :EJ 17 1633 348-52-05.0 157.5400 89-49-30.0 4,86 161 t- h; ~ \, 18 1634 350-44-45.0 207,3700 89-49-30.0 4.86 161 (~ 1635 352-18-20.0 256.8600 89-53-00.0 4,86 161 " 1636 352-49-05.0 306.5800 89-49-50.0 4.86 161 21 1637 355-33-10.0 306.2700 89-44-40.0 4.86 34 22 1638 355-33-55.0 256.3400 89-45-30.0 4,86 34 23 1639 355-34-25,0 206.3300 89-45-05.0 4.86 34 24 1640 355-35-15.0 156.3100 89-42-15.0 4.86 34 25 1641 355-35-15,0 106.3000 89-43-20.0 4.86 34 26 1642 355-35-15,0 106.3000 89-43-20,0 4.86 34 27 1643 355-35-15,0 56.2800 89-43-15,0 4.86 34 28 1644 355-35-15.0 6.2700 91-30-50.0 4.86 34 ~-_.. 29 1645 175-34-00.0 43.6900 90-:38-10.0 4.86 34 r 30 1646 175-34-00,0 93.6900 90-28-45.0 4.86 34 31 1647 192-16-00.0 98.0100 90-33-00.0 4.86 160 32 1648 197-21-05.0 147.2000 90-16-20.0 4.86 101 33 1649 213-26-05.0 85.4500 90-19-05.0 4.86 156 Ie 34 1650 212-13-00.0 89.5700 90-24-35.0 4.86 101 " 3,5 1651 185-36-40.0 144,0400 90-21-25.0 4.86 169 36 1652 190-35-15.0 96.8800 90-27-10.0 4.86 169 37 1653 205-33-25.0 50,2100 90-25-00.0 4.86 169 38 1654 242-11-35.0 27,2500 90-16-10.0 4.86 163 39 1655 255-13-00.0 49.8200 90-16-05.0 4.86 14 "'\. 40 1656 306-47-25.0 65,1500 90-01-50.0 4.86 14 "':;J' . I- r-' . 41 1657 332-46-25.0 49.6600 90-09-30.0 4.86 14 42 1658 332-18-25.0 64.9500 89-59-20.0 4.86 14 Q 0 43 1659 330-19-35.0 59,6800 90-00-40.0 4.86 150 '~...,,;.I 44 1660 319-54-05.0 66,3900 90-06-25.0 4.86 170 (-- 1661 315-13-55.0 58.9700 90-06-25.0 4.86 -~ 170 1662 299-33-10.0 60,3400 89-55-20.0 4.86 101 47 1663 265-36-35.0 49,8800 90-01-35.0 4.86 101 48 1664 265-57-15.0 69,9200 90-06-40.0 4.86.. 101 49 1665 247-48-15.0 109.8600 90-28-15.0 4.86 101 50 1666 227-49-00.0 55.8200 90-23-45.0 4.86 101 _-., ~ -"II .,-c - ..lIIUJ.~-1I .~ ~ o o /1'1 -~ 'i - .. ., 51 1667 211-05-30.0 76.8200 90-05-15.0 4.86 101 52 1668 191-51-00.0 144.9,300 90-20-55.0 4.86 -+e+ 150 z 53 1669 187-30-35.0 145.3100 90-23-25.0 4.86 60 < ,! :E: !Z' (\ 1670 187-47-30.0 145.7200 90-25-20.0 4.86 62 t- wi .:>5 1671 187-40-45.0 148.0500 90-20-10.0 4.86 154 a: ~l ~~ 56 1672 186-06-30.0 147.6200 90-17-35.0 4.86 154 -,U 57 1673 184-39-45.0 144.0000 90-25-40.0 4.86 61 uO ~~I 58 1674 183-10-35.0 143.4200 90-37-20.0 4.86 66 59 1675 175-35-50.0 143.6700 90-28-00.0 4.86 34 ~t- 60 1676 168-06-00,0 144.7300 90-33-35.0 4.86 161 ~~I 61 1677 166-03-25.0 122..2100 90-23-25.0 4.86 24 ~~f 62 1678 161-09-00.0 80.7300 90-26-10.0 4.86 24 ~~I 63 1679 149-12-20.0 45.0300 90-31-30.0 4.86 24 u.~ 64 1680 149-30-45.0 43.3200 91-05-10.0 4.86 11 ~O 65 1681 131-10-15.0 33.5200 91-17-15.0 4.86 11 :E:w t- :E:/ 66 1682 127-37-55.0 34.3100 90-26-55.0 4.86 24 zt- 67 1683 104-38-10.0 43.7100 90-12-35.0 4.86 24 ~Ol 68 1684 103-05-40.0 43.5200 90-48-40.0 4.86 12 w~1 69 1685 109-10-15.0 47.5100 90-15-50.0 4.86 163 ::;; , 70 1686 130-37-40.0 39.7100 90-25-50.0 4.86 169 ~ ' u 71 1687 143-52-10.0 47.5400 90-27-15.0 4.86 169 0 72 598 155-15-15.0 76.7800 90-28-10.0 4.86 70 0_ Ww 73 1688 160-32-00.0 103.3100 90-24-35.0 4.86 150 :t:u 74 1689 163-16-00.0 117.8200 90-23-00.0 4.86 163 ~13 75 1690 146-15-25.0 132.1200 89-43-05.0 4.86 14 z 76 1691 149-33-45.0 148.8800 89-39-20.0 4.86 101 W(fl u- n 1692 150-41-55.0 166.9000 89-35-20.0 4.86 101 -:E: b~: 78 1693 138-55-45.0 158.5100 89-33-40.0 4.86 101 z \ (~ 1694 149-26-25.0 167.6900 89-31-35.0 4.86 62 ,j 1695 165-38-20.0 163.6500 90-18-30.0 4.86 66 81 1696 161-13-40.0 119.7300 90-26-20.0 4.86 66 82 1697 157-55-55.0 91.8200 90-34-50.0 4.86 163 83 1698 138-43-20.0 111.1400 89-37-15.0 4.86 163 84 1699 105-05-05.0 74.2500 89-55-00.0 4.86 163 85 1700 97-26-10.0 83.4800 90-12-20.0 4.86 76 '...' 86 1701 98-16-20.0 88.5800 89-55-50.0 4.86 70 87 1702 99-39-50.0 94.4500 89-42-00.0 4.86 163 ~-,. 88 1703 94-40-30.0 87.6200 89-28-55.0 4.86 163 89 1704 114-55-10.0 50.0600 90-30-45.0 4.86 150 90 1705 234-26-50.0 25.2300 90-18-05.0 4.86 66 91 1706 246-21-40,0 38.6600 90-25-40.0 4.86 62 92 1707 248-01-35,0 42.3600 90-14-05.0 4.86 66 93 1708 192-20-10.0 76.3500 90-44-05.0 4.86 66 ... 94 1709 191-22-55.0 80.4600 90-41-45.0 4.86 66 95 1710 201-03-10.0 81.4600 90-27-25.0 4.86 62 96 1711 199-38-30.0 85.0500 90-27-25.0 4.86 62 97 1712 213-27-45.0 84.1200 90-14-15.0 4.86 62 98 17/3 ~ 9 29-05-05.0 39.9700 90-48-1(l.0 4.86 150 99 0 39-59-20.0 41.4900 90-48-10.0 4.86 150 :"V r'~ 100 1 08-59-25.0 86.0500 90-09-05.0 4.86 70 . 101 2 08-44-35.0 91.6300 90-19-35.0 4.86 76 G " ,Jj 102 09-48-50.0 96.2300 90-21-30.0 4.86 76 103 342-10-50,0 87.1700 89-56-10.0 4.86 66 104 342-41-00,0 91.2900 89-56-15.0 4.86 66 '1:'/ ,~ 326-09-00.0 102.7300 92-07-05.0 0.23 101 334-00-40.0 136.4800 89-38-50.0 4.86 101 107 348-12-25,0 155.9500 89-50-45.0 4.86 66 10S 349-34-15.0 192.3700 89-48-45.0 4,86 66 J.09 339-32-05.0 162.2200 89-46-40.0 4.86 62 110 346-01-50.0 283.7300 89-4&-30.0 4.86 163 v _ .- ~ d :I: !z I t- WI a:: ::;;) ;5 ~I -,U ~gl ffi~l -' t-, tJ) u.1 -0' w~1 ~::;I u. <, tJ)~1 _0 :E:w t-:E: ZI-' ~~ ~~ _LU 0_ UJw 1=~ !!:b Z wtJ) u- -:I: t- '7' ~ ~, "\i --y- 111 112 113 Ls 116 117 118 119 120 121 1"" 123 124 125 1740 126 127 128 129 130 131 132 133 134 135 175() 136 137 138 t'~,9,' .:J 141 142 143 144 145 /760 146 147 148 149 150 151 152 153 154 /7'" 173D ,/ 341-53-10.0 345-02-30.0 349-47-45,0 349-11-30.0 344-30-05.0 343-42-50.0 343-55-45,0 343-26-20.0 343-00-20.0 346-27-05.0 344-22-15.0 335-41-25.0 30-50-10.0 16-16-45.0 10-49-30.0 04-43-30.0 01-33-20.0 00-19-45.0 01-29-10.0 02-25-30.0 05-07-10.0 09-05-50.0 23-37-25.0 18-12-30.0 33-38-10.0 43-47-05.0 51-17-45.0 44-14-30.0 48-49-20.0 85-33-20.0 79-45-50.0 74-51-40.0 47-28-35.0 53-10-05.0 86-50-30.0 96-55-00.0 90-09-50.0 82-13-35.0 72-06-40.0 67-20-30.0 63-06-45.0 67-21-05.0 68-13-40.0 55-56-50.0 203.2500 259.0500 255.6700 244.5100 247.6100 223.9900 210.9500 203.2600 196.6700 194.3600 154.4400 159.9800 52.9300 59.5300 82.0100 134.5700 207.9600 256.8100 258.2500 201.7900 161.0800 107.7500 65.0600 47.4900 36.1000 39.8500 48.4800 68.6900 76.0300 50.0200 26.5300 49.9900 76.7900 82.3900 64.0200 64.8900 105.7300 115.1600 79.5200 84.8400 81.9800 87.5100 97.8000 109.4400 o. o .. 89-40-55.0 89-43-15.0 89-49-25.0 89-46-55.0 89-43-30.0 89-39-50.0 89-41-45.0 89-43-15.0 89-44-40.0 89-48-05.0 89-47-15.0 89-46-25.0 91-23-40.0 91-06-10.0 91-15-15.0 89-59-15.0 89-58-35.0 89-58-35.0 89-55-00.0 89-48-40.0 89-40-00.0 89-58-45.0 90-37-50.0 90-22-45.0 90-54-05.0 90-34-50.0 90-20-55.0 90-09-30.0 89-51-45.0 89-56-15.0 90-46-30.0 89-52-05.0 89-52-55.0 89-48-25.0 89-44-25.0 89-57-55.0 89-25-35.0 89-23-25.0 89-25-10.0 89-20-00.0 89-22-15.0 89-19-10.0 89-19-15.0 89-22-50.0 " 4.86 4.86 4.86 4.86 4.86 4.86 4.86 4,86 4.86 4.86 4.86 4.86 4.86 4.86 4.86 4.86 4,86 4.86 4.86 4.86 4.86 4,86 4.86 4.86 4.86 4.86 4.86 4.86 4.86 4.86 4.86 4.86 4.86 4.86 4.86 4.86 4.86 4.86 4.86 4.86 4.86 4.86 4.86 4.86 163 161 161 161 161 161 161 161 161 161 161 161 3 3 3 3 3 3 3 1 1 1 1 10 11 11 11 12 14 14 14 14 14 14 14 14 168 168 40 150 150 150 101 101 Occupied Point: 228 N 381912.6370 E 1169132.3400 Backcight Point: 217 N 382017,9250 E 1169251.2400 Banch: 118.34 Diot: 0,0000 S. Ang: 90-00-00.0 Rod: 5.07 HI: 0.00 CURRENT SETUP: Stn 0228 SDR22 V03-01.7o; 0000; 03-Sep-00 18:56 ; 2029 ; 2029.8239> ;S Shot Point # H, Angle S. Diet S. Anglo rod Doocription Key . ~~~~~~~~~~~~=~~~~=~=~=~~~~~~~~~~~~=~=~=~~~~~~~~=~=~~=~~~~==~~~~~~~=~~~~=~~~~~~ I , I -- (!" .3 4 5 6 7 ca.66E>El &-e~~OOO 352-29-55.0 63.0600 330-35-35.0 14.4500 269-49-10.0 6.6600 175-24-45.0 137.3700 169-$9-15,0 59.aOOO 9El 50 50.a 4.06 91 :,7 1 0 . 0 ---+-:-e6 90-39-50.0 4,86 90-41-05.0 4.86 90-41-20.0 4.86 90-03-40.0 4.86 90-18-30.0 4.86 161 3,61 161 161 161 161 161 .........- -- -- --------- - ~ 'i '. ,.r" '-' i, (/) \ \- o Q~ F'"""'" ~. - _w_____r- - -. , 1- -.. '0': -- o (: -~ ... .. " ..., 8 1 89-50-10.0 10.9900 93-07-35.0 4,86 161 9 1 40-18-45.0 16.5500 92-15-15.0 4.86 161 z <: 1 09-51-55.0 63.3700 90-46-25.0 4.86 161 <C t-= r :E:ZI 1 00-00-10.0 62.4300 90-26-25.0 4,86 34 t-w 1 00-07-10.0 12.4600 90-45-25.0 4.86 34 a:~ <~ 13 /78'0 1 12-03-15.0 64.0700 90-54-25.0 4.86 3 Wu dg 14 1 48-28-40.0 19.7500 92-09-25.0 4.86 3 15 1 91-02-30.0 14.8900 93-04-10.0 4.86 3 ~w 16 1 168-36-25.0 71.0100 90-28-05.0 4,86 3 ~~I 17 1 173-42-50.0 144.7000 90-13-50.0 4.86 3 U) U.I -0 18 1 173-16-40,0 142.8600 90-00-45.0 4.86 2 :E~ 19 1 168-55-50.0 80.0100 90-00-45.0 4.86 2 ~::; 20 1 104-12-15.0 18.0200 88-52-40.0 4.86 2 u.< 21 1 14-00-05.0 66.5200 90-36-15.0 4.86 150 ~a 22 1 12-29-00.0 86.5500 91-39-00.0 4.86 55 :E:w 23 1790 1 15-18-45.0 87.2500 91-35-30.0 4.86 3 t-:E: Zt- 24 1 18-45-30.0 87.5000 91-10-00.0 4.86 3 ~f2 25 1 17-25-40.0 86.6300 90-35-55.0 4.86 3 ww 26 1 19-43-25.0 90.1000 90-40-30.0 4.86 2 ~~ 27 1 20-38-45.0 83.1400 90-37-35.0 4.86 2 ~i 28 1 14-40-00.0 81,2700 90-21-50.0 4,86 2 29 1 14-48-55.0 91.2900 90-13-10.0 4,86 2 Ww 30 1 68-45-30.0 34.3900 90-15-45.0 4.86 1 :E:u 31 1 148-12-50.0 76.4000 90-07-10.0 4.86 1 t-- !:!::b 32 1 165-28-30,0 153.4700 89-49-20.0 4.86 1 Z 33 ntJD 1 174-42-40.0 131.0300 90-04-35.0 4.86 66 wU) u- 34 1 171-01-45.0 73.0500 90-15-55.0 4,86 66 i= ~: 35 1 12-10-40.0 53.5200 90-53-30.0 4.86 66 0' ...."<, 09-03-40.0 70.2700 90-48-45.0 4,86 Z\ 1 61 <..;- 1 05-37-45.0 132.4800 90-23-25.0 4.86 66 38 1 348-20-10.0 53.8900 90-46-10.0 4,86 163 39 1 324-48-50.0 59.8700 90-06-50.0 4.86 66 40 1 353-13'-55 .0 77.4600 90-37-50.0 4.86 160 41 1 349-17-15.0 47.1700 90-50-10.0 4.86 10 42 1 345-22-25.0 56.5400 90-48-05.0 4.86 11 43 18'/0 1 337-43-00.0 61.5900 90-25-40.0 4.86 12 44 1 316-22-10.0 72.9400 89-58-25.0 4.86 161 '-' 45 1 322-52-25.0 87.8200 90-02-05.0 4,86 161 46 1 343-23-15.0 77.8400 90-27-35.0 4,86 10 47 1 350-27-00,0 79.8400 90-34-05.0 4,86 11 48 1 353-42-10.0 89.7900 90-21-00.0 4,86 12 49 1 351-18-15.0 81.5600 90-23-35.0 4,86 21 50 1 344-57-45.0 78.0100 90-17-55.0 4".86 22 i, . 51 1'1 325-00-35.0 86.5800 89-52-35.0 4.86 24 52 11 325-54-40.0 90.0600 89-49-25.0 4.86 169 53 If'lZO 345-26-00.0 81.7600 90-13-45,0 4.86 169 54 11 349-28-35.0 84.0700 90-19-40.0 4.86 169 55 11 351-05-15.0 90.3900 90-16-50.0 4.86 169 \-~\ 56 11 3:29-39-30.0 107,9000 89-38-20.0 4.86 1 57 11 334-45-10.0 72.1000 90-18-50.0 4.86 162 . 58 11 315-36-00.0 85.6500 89-52-55.0 4.86 162 0 0 EI9 11 313-34-25.0 65.:2300 89-56-30.0 4.86 1 60 11 312-46-45,0 39,5300 89-51-00,0 4,86 101 \J 61 11 9 281-44-15.0 28,4600 89-37-15.0 4.86 101 <~ 1110 272-00-45.0 76,6000 89-13-20.0 4.86 101 3 ItJ7IO 1 1 258-25-00.0 49.0300 89-29-50.0 4.86 101 64 1 2 255-48-55.0 36,9400 89-19-00.0 4.86 101. 65 11 3 229-09-:25.0 45,3:100 89-38-35,0 4.86 101 - /~ -~ \;: _-;I..".,.... ' z l <( .' :J: t-' t- a:i I a::E ~~ ....u uO enO enW w:E: ....t- enu. -0 ~~ ~::; u.~ ~o :E:w t-:E: zt- ~~ ~~ ~ u o o ww i!:~ !!:b z wen u- j:::E: o?: :z: '\ Iii,"', ~ o o 'i . . ~".( ., ~ ...-- iBlIl!i -- ---" o 1;<. , -~ \; ,- .. " E 1168980.7503 55 1432 N 381564.2148 120.32 161 z E 1168926.8497 55 <~l :I:z ( 1433 N 381545.9790 120.59 161 I-w 0:::;; E 1168948.6689 55 ~~\ ....U uO 1434 N 381525.4199 120.79 161 enO E 1168895.2932 55 ffi~l ....t- enu. 1435 N 381507.7450 120.94 161 -0 E 1168916.5392 55 ~~ ~::; 1436 N 381487.1038 121.25 161 u.< !!.!a E 1168863.0547 55 :I:w t-:E: 1437 N 381469.0456 121.28 161 zt- E 1168884.7028 55 ~:= ww 1438 N 381447.5854 121.65 161 ~~ E 1168832.3985 55 0_ 1439 N 381430.6127 121.57 161 Ww E 1168852.8773 55 j:!::! ~... !!::b 1440 N 381409.9264 121.72 161 z wen E 1168799.4915 55 u- I ~~ 1441 N 381392.2027 121.72 161 z ", f; E 1168820.7836 55 1442 N 381371.0778 122.08 161 E 1168767.9657 55 1443 N 381353.8184 122.02 161 E 1168788.8684 55 1444 N 381477.8449 121.27 14 ~..~ .. E 1168891.3829 55 1445 N 381455.2378 122.26 14 E 1168922.1684 5S 1446 N 381540.9011 120.67 14 i. . E 1168960.0333 SS 1447 N 381523.5421 121.01 161 E 1168983.9903 SS 564 N 381499.3844 121.42 161 ,,';"" \':\ E 1169014.2411 SSe . 0 0 565 N 381461.8267 121.82 161 E 1169057.0692 SS (i 566 N 381444.4612 121.86 161 E 1169042.7964 SS 567 N 381436.1126 121.57 70 ;!.8' ~~ -- --- ."...- -- - -II. ----- --- o o ,.1 .~ 'i lIB " E 1169036.9952 55 1448 N 381534.0045 121.08 70 z, E 1168976.6839 55 :2 ~ i ( 1449 N 381435.0339 121.59 101 ~~I E 1169036.4092 55 ~::l -,U uO 568 N 381500.6341 121.61 101 U) ~I E 1168954.1070 55 ~iE 381458.5428 u)... 569 N 122.21 101 -0, E 1168920.3297 55 :E ~I ~::; 1450 N 381465.9418 121.30 150 ... :31 E 1168899.7818 55 !Q 01 :E:w ~ iEj 1451 N 381460.5727 121.05 150 !zl= E 1168906.9230 55 ww 1452 N 381385.5984 121.59 150 ~~ E 1168822.6779 55 g~ ~, C_ 1453 N 381383.1531 121.40 150 Ww E 1168825.4608 55 :E:U t-- !!::b 570 N 381416.0194 121.25 70 ..z E 1168890.8108 55 WtJ) u- i= ~, 571 N 381378.7170 121.28 70 ~\ ('i E 1168860.8030 55 572 N 381526.3943 120.76 162 E 1168950.9158 55 1454 N 381469.1218 121.67 162 E 1169008.3330 55 1455 N 381491.2201 121.60 162 ,-.. E 1168974.2129 55 { 1456 N 381483.7703 121.26 162 E 1'168919.1061 55 1457 N 381354.7738 120.83 110 i. E 1168878.8136 55 1458 N 381397.5271 121.85 1 E 1168897.1094 55 573 N 381388.0439 121.31 110 .~.. \. E 1168838.5101 55 \-'~ 0 0 574 N 381349.1639 121.55 2 E 1168794.5250 55 (11459 N 38137(,.2040 121.22 2 E 1168763.1968 55 \:il, 1460 N 381414.3942 120.79 2 Z-f ,./ (; r -,~ -r Will .... Ill. Jl!U!IB.!iI.. __ 1aJ. o '....",.....". o .. " ... -1111 -1tI.., --- ----"i: I :~1 i , E 1168793.9369 55 1461 N 381452.8484 120.85 2 z' E 1168825.2457 55 :2 ~:' ( ~~t 1462 N 381490.9081 120.88 3 <~ E 1168857.9336 55 Wu ~g, 1463 N 381480.0441 120.90 3 ooW E 1168847.1588 55 w:E: ...Jt- 00'" 1464 N 381481.5541 122.41 2 -01 E 1168843.8552 55 :E ~f ~;;il 1465 N 381455.7171 122,42 2 ~al E 1168820.8293 55 ~w, ~~I 1466 N 381415.6375 122.13 2 ;:0 E 1168788.5438 55 zt- ~~ 1467 N 381377.6157 122.92 2 E 1168757.2297 55 0_, 575 N 381436.2471 122.99 72 Ww E 1168806.0195 55 :E:u t-- !:!:6 1468 N 381439.9512 122.65 90 z WOO E 1168808.9280 55 u- i= ~" 1469 N 381478.9584 121.32 1 ~ \, C E 1168798,1366 55 1470 N 381387.9057 122.11 1 E 1168744.7103 55 576 N 381445.7661 122.72 1 E 1168750.7859 55 577 N 381351.6085 122.93 163 \....... E 1168691.6924 55 578 N 381517.4839 121.48 1 .( E 1168819.5728 55 1471 N 381535.1473 121.03 1 '. E 1168830.5111 55 '. ) 1472 N 381534.5214 120.80 101 .J-. ,,r E 1168863.6720 55 1473 N 381586.5531 120.88 101 \1 E 1168906.8179 5S . 0 0 1474 N 381613.3401 120.42 101 E 1168874.4307 55 ',I' (.1475 N 381615.4192 120.40 161 E 1168876.2175 5S 1476 N 381590.8716 120.73 161 30 "~,,,.. "'; III ,'.,.... ' -. ---.-. 1/ o I .~ '~ .-- .. 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E 1168899.4048 55 1491 N 381606.7550 120.41 162 E 1168924.4506 55 1492 N 381627.8316 120.12 162 .....' r\ E 1168944.6256 55 .' 0 0 1493 N 381561.2970 120.41 163 E 1168915.5086 55 C" 1494 '_;If N 381482.2658 120.88 163 E 1168849.6417 55 1495 N 381570.5083 120.26 150 "....~T.. r-....! -..---....' ~---- ----. """"-,-, "',,' ;"7~,; ; ('C-:" - .... ~ 0..: -....... o ,j\(' i" -'1 \,; .. 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E 1168928.9194 55 1510 N 381705.0559 117 .96 70 E 1168940.2902 55 1511 N 381576.9::!54 120.15 161 :"'1': \~\ E 1168989.2310 55 . C!) 1512 N 381615.2547 119.96 161 E 1169021.7231 55 C; 1513 N 381654.1705 119.87 161 E 1169053.4701 55 1514 N 381693.3843 119.46 161 32 iIliIW~ -"~~- -V" ~ ---1 -....'11' -- -- ~ o o _\ "'* ~ .- .. " - /. -~ ., .. " E 1168962.6749 55 1533 N 381538.5661 120.84 154 ~ .j E 1168965.4159 55 :E:t- C t-in 1534 N 381541.9783 120.80 154 a:::;; E 1168969.6505 55 ~~ -,U uO 1535 N 381545.0516 120.78 154 eno enW E 1168966.1491 55 w:E: -'t- en U.I 583 N 381640.1191 119.97 101 ~~I E 1169076.2989 55 ~- 1536 381683.4473 101 u..Ci! N 119.63 en~ E 1169112.2587 55 _0 :E:w t-:E: 584 N 381617.9008 119 .90 100 zt- j:~ E 1169102.6541 55 z ~!!I 1537 N 381601.0179 120.00 101 ~I E 1169088.4164 55 585 N 381560.5538 120.03 101 Ww 1=!:! E 1169136.3777 55 !!:b 1538 N 381534.3409 120.77 1 z wen E 1169019.9692 55 u- F :1:, O~ Z' , C ,~. i (1 --'Ii"'"' ~--, ~- ...~ - - -----~~ .....--;,...., ',0," o , , .~ '-; - .. " ,'"';~... " r~ o fIIIII'IIIIi o --i 'i -- .. " ',,;.~., ~; , ...., E 1169239.1620 55 1553 N 381624.1716 119.60 162 z E 1169211.5084 55 c( .? C :E: t-, 1554 N 381673.6845 119 .37 162 I- a1 \ a:::;; E 1169185.0930 55 ~~ -,U 1555 N 381706.6459 119.41 162 uO <nO E 1169148.7617 55 <n wI w:E: -'t- 1556 N 381614.6895 120.23 100 <nu. -0 E 1169133.4438 55 :E~ ~::; 1557 N 381737.8010 118.94 101 u.< E 1169150.7215 55 ~a :E:w 1558 N 381590.7393 119.82 101 ~ 1=1 ~~. E 1169161.9535 55 ww 1559 N 381689.6573 118.82 101 ~~ E 1169209.3906 55 g~ 1560 N 381751.9337 119.18 101 C-1 Ww E 1169260.9301 55 1=!:J !:!:13 1561 N 381673.2804 119.16 110 z E 1169201.9495 55 ~~J i= ~.. 1562 N 381665.2916 119.07 110 ~ \. (;. E 1169211 .7028 55 1563 N 381673.3926 119.22 110 E 1169219.0430 55 1564 N 381681.1487 119.48 110 E 1169209.3291 55 1565 N 381644.2327 119.19 101 '-::" E 1169290.4309 55 1566 N 381627.2630 119.31 101 I E 1169280.0654 55 1567 N 381611 ,9484 120.42 101 i. E 1169306.1512 55 1568 N 381601.6253 122.96 70 E 1169318.7217 55 1569 N 381603.5682 120.88 3 E 1169311.2804 55 1570 N 381608.4320 119.97 3 E 1169284.1454 55 (11571 N 381634.0696 118.98 3 E 1169266.9768 55 1572 N 381587.5275 128.71 4 U '- ---.-- - o o ( ."1 ... fill ., , E 1169309.5225 55 1573 N 381602.8852 122.09 4 ~ ,I E 1169280.9330 55 :I: !z i C 1574 N 381588.2768 123.06 4 t- W' a::::E E 1169284.3093 55 ~~ ...u 1575 N 381587.5851 121.28 3 uO ",0 E 1169275.5635 55 "'W w:E: ..It- 1576 N 381569.9097 121..27 3 ",u. ~~I E 1169287.9081 55 ~::; 1577 N 381609.6661 120.50 1 u.< E 1169259.0952 55 '" ~, _01 1= ~I 1578 N 381571.2126 120.33 1 zt- E 1169257.2203 55 ;::0 Zt- ~W.j 1579 N 381589.3795 119 .69 1 ~ E 1169237.6114 55 g~ 1580 N 381576.0007 119.57 101 0_ Ww E 1169198.0550 55 :E:u t-j:: !!.:O 590 N 381554.2829 119.64 101 z E 1169224.2919 55 wen u- i= ~, 591 N 381815.8215 118.40 72 o ,( z \, (: E 1169353.6771 55 1581 N 381615.6931 119.45 62 E 1169194.8334 55 1582 N 381614.7124 119.65 61 E 1169195.5477 55 1583 N 381852.4413 118.27 101 I,.~ - E 1169306.9669 55 1584 N 381825.8046 118.55 101 E 1169285.4181 55 1585 N 381819.9827 118.79 14 " E 1169282.5988 55 1586 N 381806.2390 118.56 14 E 1169271.3001 55 - 381668.3113 i,.l \.... 592 N 119.1" 72 \ E 1169206.7538 55 0 0 1587 N 381748.7600 119.36 160 E 1.169261 .7637 55 01588 N 381746.4149 118.36 160 E 1169309.0404 55 1589 N 381719.3883 118.97 160 ~., ~ v r - l' -:-1fIl ...-- -- - ",:-,:;,:'" ",:. ,.: ,<;".'.7 .'.,',','>:' "-,).,, ,',,^, . > (;:>\',,( '-'::~;;':U;~<'.:',::i(/ ";::::~~-,:/ }., ,\ .""., ...:, ~;";,.t:/'~ ~"--. /, ~ ',' . 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",,:_+:,,:::~'-"_:,'\ ""':-:',.,:~ ';;":':'; "'>'> ,:~~:~>~.~;,:j'.:"- 1 'It :,', ~:!;';:<:;:.: ,j);i(:' ': '-,' .,', ",;~.") ~i>~~" ','. :'r} 'J;} , ~ - t".,! -~ ~ ~,,,_:,~,,,,,,,,, -' \ E 1169234.5534 55 1590 N 381721.7799 118.86 168 z E 116930i.7998 55 :2"': 1 C ~~I 1591 N 381720.5572 118.90 1 ~~ E 1169281.8479 55 -,u (,)0 1592 N 381767.5265 118.82 1 ~~I E 1169287.0308 55 w:E: -'t- C/lu. 1593 N 381775.2693 118.79 168 ~~I E 1169308.6913 55 ~::; 1594 N 381663.3029 118.79 168 .....< ~a E 1169274.5407 55 :E:w t-:E: 1595 N 381650.6697 119.09 3 zt- ~:= E 1169288.7554 55 ~~ 1596 N 381635.9475 119.13 3 E 1169279.5946 55 8 1597 N 381647.9659 118.70 3 ww j:u E 1169260.5201 55 !:g 1598 N 381649,5735 123.06 2 z ~~ E 1169274.8973 55 ~~ i'. 593 N 381760.4019 117.69 70 (\ E 1169080.7063 55 1599 N 381764.0097 117 .86 90 E 1169083.5539 55 .... o '_0 , "~,Of ~_ ;':'.~" ;.'::. , .; ~ '.r; , . -\. \'" . \ o 'I~~, .' , J~ , 3r ';'{""~ , , ' ',.' , . ,<:,., \&, ,.',,' ,''''','' ., " '." 1",'J",!'i',!'.4r?~",,,,II!".___I~...,,,,,",,,,,,.~,~....~...i...~,~~~W~~ n__~ - -, -1 - ....--- -- - , \ o. - 0 .. 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C"" .;"\ -'If) -'I ,- .JOB: . 1991 2029A' 0, o .. ., -. .. 1 iiA ~. 1"""'~. ~ , Setup: 8bs27 Fri 5ep 27 17:59:31 N E 381756.3952 1169086.6639 118.64 161 55 2029 / HADLOCK Re-setup (Point Coordinates Elevation Desc / Type ============================================================================== z " :2 ~i ~~\i ~~ -,u uO o lIlw1 ffi:E: -' t-I III u.' ;:;:;01 ~~l ~<i!1 u.~ ~Cl i= ~I zt- ~~ ~~,j :I:u t-- !:!:5 Z WlIl u- ~ j;. o E z '! 597 1618 1619 1620 1621 1622 1623 1624 c 1625 1626 1627 1628 1629 1630 1631 . 1632 C'. 1633 1634 N E 381795.2159 1169118.2790 118.32 161 55 N E 381833.5212 1169150.4675 118.26 161 55 N E 381873.3177 1169180.5301 118.23 161 55 N E 381912.5094 1169211.4464 117.91 161 55 N E 381951.6850 1169242.6446 117.49 161 55 N E 381990.0986 1169274.8636 117.31 161 55 N E 382029.1994 1169306.0941 116.86 161 55 N E 382067.5847 1169337.8840 116.62 161 55 N E 382043.6955 1169367.5062 116.40 163 55 N E N E N E N E N E N E N E N 382005.0331 1169335.3313 381966.1153 1169303.3015 116.81 161 55 117.34 161 55 381948.2914 1169287.3577 117.26 163 55 381972.1044 1169258.5486 117.17 163 55 381927.3756 1169271.2828 117.64 14 55 117 .87 161 55 381889.3055 1169239.5899 381851.2935 1169207.0099 381813.2915 118.18 161 55 118.33 161 ) ~...,.. ;, J ..F' " .J ,\, C' o .. 0 .If! If.f '1 -~ -- '\- -~- -'-'1'1'11 ---- 0.. o "I .~ - .. ., E 1169174.2389 55 1635 N 381776 _ 7611 118.22 161 z E 1169140.2638 55 <( ,,' :I: !z I ( 1636 N 381738.3951 118.61 161 -"I a:::!; E 1169108.5408 55 ~~ -,U uO 1637 N 381747.7049 119.07 34 tJ)~1 E 1169097.2585 55 lfi :E:I -'t- en U.I 1638 N 381786.1700 118.78 34 ~~I E 1169129.0920 55 ~::; 1639 N 381824.6734 118.60 34 < u. ~I E 1169161.0052 55 ~~I t-:E: 1640 N 381863.1853 118.51 34 zt- E 1169192.9246 55 ~~ ~wl 1641 N 381901.6568 118.22 34 ~~ E 1169224.8755 55 1642 N 381901.6568 118.22 34 Ww E 1169224,8755 55 1=~ !!:b 1643 N 381940.1362 117.97 34 z wen E 1169256.8330 55 u- -:I: bt-,: 1644 N 381978.6095 117.53 34 z \ ( " E 1169288.7854 55 I 1645 N 382017.0496 117.21 34 E 1169320.6895 55 1646 N 382055.5252 116.92 34 E 1169352.6202 55 1647 N 382037.6823 116.76 160 \-.. E 1169374.4104 55 1648 N 382053.7274 117.00 101 E 1169422.1182 55 1649 N 382001.8426 117.23 156 i, E 1169376.2315 55 j 1650 N 382004.5850 117.06 101 ,.J" / E 1169379.8238 55 1651 N 382076.5288 116.80 169 ; "'j<1" -\. . E 1169402.6970 55 . r'~ . 0 Q 1652 N 382039.3987 116.93 169 E 1169371.8645 55 ",;J 1653 N 382000.8674 117.33 169 E 1169339.8738 55 1654 N 381975.7762 117.57 163 .1/2 11~1' 1.;;.Ji - -....Jl_ o .- o .. ., ~- ar-_- -- .. .~ 'i '. E 1169318.9422 55 1655 N 381959.0209 117.47 14 z E 1169336.2193 55 <( " :E: !z i C 1656 N 381919.0990 117.67 14 l- w; II: ::;;, E 1169303.0797 55 ~~' -" u\ uO 1657 N 381935.9151 117.56 14 If)C E 1169278.3570 55 If)W' w:r:1 -"I- ~ 151 1658 N 381921.1333 117.71 14 :E ~I E 1169274.4199 55 ~::; 1659 N 381925.6389 117.69 150 u.< ~a E 1169277.8989 55 :E:w t-:r: 1660 N 381917.2051 117.58 170 zt- E 1169288.1313 55 ~f:! ww 1661 N 381924.4651 117.59 170 ~~ E 1169293.4544 55 Ol 1662 N 381925.5240 117,78 101 Ww E 1169309.7504 55 :E:u t-- !:!:b 1663 N 381951.5480 117.68 101 z Wf/) E 1169331.1497 55 u- i= i!;, 1664 N 381938.4161 117 ,56 101 o " z\ (\ E 1169346.2915 55 1665 N 381942.4090 116.80 101 E 1169394.6995 55 1666 N 381981.5426 117,31 101 E 1169348.5766 55 1667 N 382003.0364 117 .58 101 E 1169367.0660 55 '-' 1668 N 382064.5315 116.82 150 E 1169412.9010 55 1669 N 382073.6243 116.71 60 . E 1169406.7163 55 i, 1670 N 382073.3152 116.63 62 E 1169407.4810 55 1671 N 382074.9619 116.83 154 ,.,-' \~ E 1169409.1365 55 . \ 1672 N 382077.8622 116.94 154 Q Q E 1169406.2531 55 C 1673 N 382078.3085 116.62 61 E 1169401.1096 55 1674 N 382080.6894 116.14 66 J./J ./ - .'"1'- ~,)l'tI~ '1-- 1 -'7'---~ ..- Illl.- -, :, ' 0:- -- o .. 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C 1691 N 382128.0822 11.8.60 101 E 11.69328.011.6 55 '*'"..~ (0'1692 N 382144.7743 11.8.90 101 E 1169335.4819 55 1693 N 382141.7119 U8.91 101 "'IJf ~p- - .- v- -- --- ~ --III -- ",'>"'; ';;""',ii , , c. to 0, o ..: ~ -~ '" -- ,. 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E 1169366.7203 SS r-~ . 1711 N 382021.0280 117.02 62 0 Q E 1169369.0757 5S (~ 1712 ',,~ N 382001.5163 117 .35 62 E 1169374.9421 SS 1713 N 381971.884-6 117.14 150 J/!5 ~1I -, -~- -- --. -- ,\,yr, --, 0, o I, -i -- .. " E 1169254.5282 55 1714 N 381979.1750 117.12 150 ~~i' E 1169251.5229 55 :E:Z1 ( 1715 N 381931.7806 117.47 70 t- W l a: :i ( E 1169223.9658 55 ~~ ...u ~81 1716 N 381928.1162 117.18 76 t/)w E 1169219.7418 55 w:E: ...t- ~~f 1717 N 381926.7833 117.10 76 E 1169215.0027 55 ~::; 1718 N 381905.2866 117 .80 66 u.< t/)~ E 1169254.1634 55 _0 :E:w t-:E: 1719 N 381901.9513 117 .80 66 Zt- E 1169251.6212 55 ~~ ww 1720 N 381882.4170 118.53 101 :i~ ~ ' E 1169274.4827 55 u 0 0_, 1721 N 381853.7322 118.54 101 Ww E 1169250.3137 55 1=!::! !!:b 1722 N 381851.6559 118,12 66 Z &lit/) E 1169209.3904 55 u- i= i!;, 1723 N 381823.3765 118.33 66 o ,!, Z\ Ci E 1169186.0739 55 1724 N 381834.8449 118.33 62 E 1169227.6976 55 1725 N 381738.0957 118.90 163 E 1169150.2707 55 .' 1726 N 381800.7675 118.83 163 \...... E 1169203.6652 55 1727 N 381757.2243 118.96 161 E 1169166.5532 55 1728 N 381771.2685 118.49 161 ( . E 1169150.1243 55 1729 N 381779.1025 118.63 161 E 1169158.4991 55 1730 N 381766.0857 118.89 161 \\ E 1169174.1721 55 . Q 0 1731 N 381785.3636 119.01 161 E 1169188.2003 55 C 1732 N 381797.2653 118.82 1,61 E 1169193.5887 55 1773 N 381803.2401 118.69 161 .4/~ -."1 ...IIZL -,_ - .lII::!ml ------aA - Wl- ..- C., o , j .~ - .. ., , ~, , E 1169198.7432 55 1734 N 381808.3986 118.58 161 z E 1169203.1133 55 < ,J :E: 'Z' ( 1735 N 381816.0933 118.37 161 t- wi a: ~! E 1169193.9297 55 <~ Wu 08, 1736 N 381847.6990 118.27 161 enwl E 1169219.1140 55 en :E:I ~ t-I en'" 1737 N 381832.9224 118.33 161 -0 E 1169238,5657 55 :E~ ~::; 1738 N 381969.6991 116.41 3 ...< ~a E 1169241.6885 55 i= ~! 1739 N 381954.0338 116.55 3 ~gl E 1169241 .0376 55 ww 1740 N 381936.3419 115.90 3 ~~ E 1169225.6705 55 0_ 1741 N 381894.8753 117.73 3 Ww E 1169191.4641 55 :E:u t-- !!::b 1742 N 381838.1316 117 .79 3 z wen E 1169144.0103 55 u- i= ~,I 1743 N 381800.1094 117.81 3 ~ \! C: E 1169112.9443 55 1744 N 381802.7709 118.08 3 E 1169108.2507 55 1745 N 381844.6501 118,37 1 E 1169146.3025 55 1746 N 381878.2692 118.64 1 ,-" E 1169170.7784 55 1747 N 381918.9161 117.74 1 E 1169206.4890 55 1748 N 381958.7937 116.98 1 i, E 1169232.5796 55 1749 N 381961.3790 117.39 10 E 1169250.7316 55 1750 N 381975.7779 117.13 11 y\ E 1169257.5151 55 . 0 0 1761 N 381981.9761 117 . 30 11 E 1169252.9685 55 ('i1752 N 3131988,0090 117.41 11 E 1169244.5274 55 1753 N 381981.4703 117.51 12 -#7 ~....----:-.. - _I --111 o o .. j !\\~ <I \-; -~ " -- .. " E 1169224.1282 55 1754 N 381987.3370 117.88 14 E 1169216.8605 55 z . <C . \ C :J: 1-; 1755 N 382015.3676 117.75 14 :; ~I E 1169254.2923 55 ~~ ~u 1756 N 381998.2217 117.34 14 ~81 E 1169270.7681 55 enw w:E: ~t- 1757 N 382007.6543 117.82 14 ~~I E 1169249.0608 55 :E ~l ~::; 1758 N 381985.5738 117.86 14 u.< E 1169216.0300 55 en ~, :r:~1 1759 N 381993.8865 11 7 .98 14 t- :E:/ zt- E 1169211.0664 55 I~ 1760 N 382025.4015 117.99 14 E 1169244.4476 55 uw.: 8!:.. 1761 N 382033.8881 117.74 14 ww E 1169251.9877 55 :E:u t-F= 1762 N 382057.2529 118.76 168 !!:o z E 1169217.1058 5S wcnl u- -:E:, t- 1-:' 1763 N 382051.6827 118.93 168 o ! z '. (\ E 1169200.0425 SS 1764 N 382018.5798 118.51 40 E 1169221.4641 S5 1765 N 382014.4737 118.69 150 E 1169213.8391 5S 1766 N 382007.7197 118.60 150 \......" E 1169214.4957 SS 1767 N 382015.4643 118.74 150 E 1169211.3601 SS 1768 N 382020.6187 118.86 101 i, . E 1169202.3433 5S 1769 N 382002.5652 118.88 101 E 1169185.0420 S5 ,.,. r~ ., 0 0 (' "\' J./fJ' it]l --1- ............. 2029' z :2 ,I t-ffi a:::;; ~~ -,u uO o U) wI ~j!:1 U)'" -0 :E~ ~::; ...< ~a :E:w t-:E: zt- ~~ ww == ~ u o 0_ Ww :E:u ~g Z WU) u- -:J: 6!-,- z H ~ .JOB: 1991 SDR22 ~l:====~~~~;============~~~~~~~~;=:========~~=~~;~~~=========~=-::=~=~~~======= -~ -- -- ~ -~ __m~ ---RM1L- .. -~ .-, \ o .~ 'i .. " , ~, Setup: Stn 0228 Fri Sep 27 17:55:29 V03-01.7o; 0000; 03-Sep-00 18:56 ; 2029 2029.8239) '93 ~91 5 3 4 5 6 /775 1 7 (\ e 9 o 17~ 2 . ~I E a819!!2.9!!9E. llE.91E.1. 4712 H1 €:€: 117.7E. ~I C 381917.9a73 116'9128.:Je4S 118.31 N E 381960.3316 1169174.0863 1E.l CS 117 82L.O{,t)E~ED 161 C.!.!. S5 N E 161 S5 381926.3031 1169137.S317 118 38 N E 381917.5995 1169128.3990 118 47 161 S5 N E 381813.4344 1169037.8171 381865.7354 1169095.7432 118 40 161 55 N E 118 23 161 55 N E 161 55 381904.4576 1169140.1556 117 95 N E 161 55 381913.0217 1169149.3727 117 90 N E 117 69 161 S5 381946.0084 1169186.7044 N E 34 55 1_' 381954.1193 1169179.4929 118 07 N E N E N E N E N E N E N 381920.8967 1169142.1674 381944.2713 1169188.5465 i, 118 39 34 55 117 54 3 55 381910.2891 1169152.4358 381901.3483 1169142.5168 381855.8992 1169090.1445 117 81 3 S5 117 75 3 55 '\, \'-'-~ lD 117 97 3 55 3 55 361805.2208 1169035.8889 117 97 381605.6603 118 52 2 .L/'i' 11 --~- .., ~~, ~--- --- .............. o o , I ( -~ 'i - .. " ,; " E 1169037.9310 55 8 N 381848.9787 118 53 L.OtlJe.eED 2 Z E 1169084.3713 O"~ 55 <' :E:!z ( N 381896.6476 118 90 2 I-w a:;:E E 1169141.1427 55 ~~ ...JU uO N 381943.4989 117 85 150 enO E 1169191.7633 55 enw w:I: ...JI- enu. N 381954.7936 116 06 55 -0 E 1169208.3881 55 :E~ ~::; /"01 N 381951.3248 116 13 3 u..< ~a E 1169211.0061 55 :E:w t-:I: N 381946.6600 116 77 3 ZI- E 1169213.4347 55 ~~ ~~ N 381948.1709 117 64 3 E 1169211.8418 55 o , N 381946.2725 117 49 2 ww E 1169216.4195 55 :E:U ~51 N 381942.4292 117 64 2 z wtJ) E 1169210.4535 55 ~~ I'?~:> 1 N 381949.5051 118 03 2 ~j C... E 1169205.2644 55 N 381953.8400 118 20 2 E 1169214.3020 55 N 381896.9640 118 39 1 E 1169163.4505 55 N 381839.4094 118 39 1 \-... E 1169111.0536 55 1 N 381785.1507 119 03 1 E 1169047.3997 55 18'e(!) 1 N 381816.9105 118 38 66 i. . E 1169043.3678 55 ,) 3 N 381856.1764 118 21 66 /''' E 1169086.4893 55 4 N 381938.9619 117 72 66 "',.J \-~\ E 1169179.4307 55 . I' . 0 0 N 381950.4763 117 55 61 E 1169192.0436 55 (.1 N 381990.5352 117 65 66 E 1169239.9941 55 N 381955.8460 117 83 163.. SO leI ~, - ',-- ,- z <' :E:\z t-w a:::E ~~ .....u uO enO enW w:E: -'t- en u.. -0 :E ~l ~::; u..< ~a 1= ~!I zt- ~:= ww ::E~,!i ~~:i Ww :E:u t-- !:!:b z wen u- i= j;. o ~.:', z " c \"b~\ 9 /8'/0 IlflS 1 (T 11f2() . ". ("111 18'~ 11 f:" '<' fj ! '" &:.: I '~""".IIIO!""" ,;,.,,\;' -',..~'\"""'<<\ f-~,d,,'~l\ f,~,AiI"~" ~ 'q,,';; ;~'f~:~~il',,~~J'''''{~ ----- -- ....",.- ~I____- .....7,,,,.. _1t!IW!r-.--. 1.111'....-- .- 0, o ,I;:. .~ '; lIB " ~, \, E 1169165.0362 SS N E 381970.932S 1169146.4794 118 43 L..t:XU#te'eo 66 c:>.~ SS N E 381970.5699 1169184.2511 117 70 160 SS N E 381949.9841 1169161.6450 117 86 10 SS N E 381959.6556 1169164.2311 117 76 11 SS N E 381967.9585 1169159.9074 118 09 12 SS N E 381985.3292 1169138.8472 118 58 161 SS N E 381998.7760 1169149.9402 118 50 161 SS N E 381978.8319 1169173.7901 117 93 10 SS N E 381974.8522 1169182.8707 117 76 11 SS N E 381979.3024 1169192.9870 118 00 12 5S N E 381975.4251 1169184.8916 117 99 21 55 N E 381977.8246 1169175.6882 118 14 22 55 N E N E N E 381996.8722 1169152.8524 118 74 24 5S ~_... 381999.9194 1169155.0325 118 83 169 S5 N E N E 381979.0363 1169184.4023 381982.4413 1169190.2640 118 07 169 55 169 55 169 55 ,'J> -\ r- o 118 22 381980.5873 1169178.3082 i. 118 11 N E N E 382015.2464 1169166.2056 119 23 o 1 55 118 16 162 55 381978,9514 1169161.1357 N 118 73 162 381998.0829 $/ - - ~ .~ ~ill (1 ~g ~~I ~~ :E ~f ~ ~ /8301 ~Ol :E:w t-:E: zt- ~g ww ::E ~ U' o o_ w,.. :E:U t-j:: !:o z w(J) ~~: ~, (: __~II 1 ('" }~ --.-,,--- '.--- '- ~m.L,L - -- .- - lI-_..,UI~JIJI!l:l'I!fJ.fnr.~ :.0. o ~ "i 1M " , ,J E 1169138.7471 S5 118 62 LPaJtdtED 1 O.~ 55 N E 381977.8300 1169135.0349 N E 381952.1591 1169133.6222 118 65 101 55 N E 381937.3064 1169118.6500 118 74 101 S5 N E 119 59 101 55 381971.6249 1169083.9840 N E 381941.9864 1169093.5670 118 98 101 S5 N E 118 99 101 S5 381933.3829 1169102.2789 N E 118 83 101 55 381918.5615 1169087.9098 ~\. .... \..~ o sz llIII',y- ~!11 .1 _____~Y.Ii nlllliillll~V-- -W~.- IIlI1 ---- --- ---~ - o o ~ J -~ .1 - .. " , " HORIZONTAL ALIGNMENT DATA FOR ROADWAY: BLANCH-A ~ ,,' :E: t-, ~ffil a:::iE 11i~ -,u uO (fl0 (flw w:E: -'t- (flu. -0 ~~ ~::; u.< ~a :E:w t-:E: zt- ;::0 Zt- ww ::iE ~ u o 0_ Ww :E:u ::i= _0 z W(fl u- i= i3, 0, z \, ============================================================================ c ---------------------------------------------------------------------------- PI# 1 -- N 381093.976 E 1168554.973 Sta: 0+00 I: N/A ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- N 48-20-10 W PI# 2 -- N 381228.979 E 1168403.257 Distance: 203.085 5ta: 2+03.085 I: N/A ---------------------------------------------------------------------------- HORIZONTAL ALIGNMENT DATA FOR ROADWAY: BLANCH-B ============================================================================ ---------------------------------------------------------------------------- PI# 1 -- N 381198.914 E 1168371.172 Sta: 0+00 I: N/A ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- N 87-49-40 W PI# 2 -- N 381206.494 E 1168171.316 Distance: 200.000 Sta: 2+00 I: N/A ---------------------------------------------------------------------------- C" HORIZONTAL ALIGNMENT DATA FOR ROADWAY: MORRISSE ==~~=~~=~==~~=========~===================================================== -----------------------..---------------------------------------------------- ---------------------------------------------------------------------------- I: N/A \_... PI# 1 -- N 380907.114 E 1168399.987 Sta: 0+00 -----------------------------..----------------------------------------------- ---------------------------------------------------------------------------- . N 87-57-32 W ' PI# 2 -- N 380914.238 E 1168200.114 Distanco: 200.000 5ta: 2+00 I: N/A '- HORIZONTAL ALIGNMENT DATA FOR ROADWAY: CHURCH i.:,.F y~\ C) ~~~~~=~~~=~==~~=~====~=~~~==~~=~~~~=~~~~=~~~~=~==~====~~===~==~~=~~=~=~==~== o ---------------------------------------------------------------------------- PI# 1 -- N 380854.852 E 1168356.640 Sta: 0.00 I: N/A C ',- - - - - -- - -- - - -- --- - --- - - --- -- - - --- - - - -- ---- -- --- -- - --- - -- -- -- --- - -- -- - -- - - --- ---------------------------------------------------------------------------- '~},: 5 61-67-09 E PI# 2 -- N 380760.811 E 1168533.152 Distanco: 200.000 Sta: 2+00 I: N/A ,~:',~':',\!,'{;,~:..:, ; "ii"':"",:", ,'~'l'I':-"i ' .;;~:,~tli-"'" ') , r .' ;'~':~;m~?iii;.: , ,." "d--:i.,'~q+. ,/ ,:,~;li~ ---.. oJ M __ tIl.:.:Ll$I~ -------------------------.--------------------------------------------------- ..... .............. ~ .1 Xl-, I-ffi a::::E ~:::l -,U uO en ~, en xi ~I-I enu.. -0 ~~ ~::; u..< !Q~ i= ~I ZI- -0 !zl- ww ::E -, ::> . u e 0_ Ww Xu ~i= _0 Z wen u- i= F' e .f z\ . . '~ c. y. .... -....... "t7"~- -m--l .- '''\J - ~ _lI1lIll---~- w...~- > .w'iE>=,,-------... ~-.. ..-- --- o l ~ fl "1 o .. ... o HORIZONTAL ALIGNMENT DATA FOR ROADWAY: CHIMACUM ~===::===~================================================================~= ( ---------------------------------------------------------------------------- PIn 1 -- N 382093.986 E 1169384.575 Sta: 2+00 I: N/A ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- S 39-42-01 W Distance: 143.690 PIn 2 -- N 381983.431 E 1169292.790 Sta: 3+43.690 I: 00-00-00 ---------------------------------------------------------------------------- -------------------------------------------------------------------------.--- S 39-42-01 W Distance: 145.000 PIn 3 -- N 381871.869 E 1169200.168 Sta: 4+88.690 I: 00-01-39 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- S 39-40-22 W Distance: 1010.640 PIn 4 -- N 381093.977 E 1168554.974 Sta: 14+99.330 I: 00-00-00 ---------------------------------------------------------.------------------- ---------------------------------------------------------------------------- '\ S 39-40-22 W Distance: 242.772 <=\':~_:_::_~_:~~~~:~::~-_:_::~~:~~~~~:__::~~_:::~:~:~:------_:~-~~:~~:~~------- ---------------------------------------------------------------------------- S 39-40-22 W PIn 6 -- N 380854.852 E 1168356.640 Distance: 67.899 Sta: 18+10.001 I: 00-00-00 ---------------------------------------------------------------------------- ~_.. ---------------------------------------------------------------------------- S 39-40-22 W PIn 7 -- N 380708.608 E 1168235.344 Distance: 190.000 Sta: 20+00.001 I: N/A ---------------------------------------------------------------------------- i. -...." C" o 0 \.>"".: ...., .~! '.' '\~r' ,.'" '" . ,./ , "C'"""'.""""""!"'" , '. ..','\1 "":Ji;'~,/~~~~~'.,~;'J,; --".-- J<fft"- ..~1 -1'1 .. o ~ ~ '; - .. ... HORIZONTAL ALIGNMENT DATA FOR ROADWAY: HADLOK-A z , <a-:' i= ffi I a: ::l: I ~::> .....u Ug[ ~w W:I:I ......... ~~f' ~::; ...< !Q 81 :I:w ~~I ~~ ~~ 0_ Ww i=~ !!:s z wen u- i= ~. ~ ~. '\ ~~=====~==================================================================== c PIn 1 -- N 381983.431 E 1169292.790 Sta: 0+00 I: N/A N 50-17-59 W PIn 2 -- N 382017.925 E 1169251.243 Distance: 54.000 Sta: 0+54 I: 81-20-45 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- S 48-21-16 W PI# 3 -- N 381912.637 E 1169132.844 Distance: 158.442 Sta: 2+12.442 I: N/A HORIZONTAL ALIGNMENT DATA FOR ROADWAY: HADLOK-B ==================================================================~========= ---------------------------------------------------------------------------- PI# 1 -- N 381346.780 E 1168528.972 Sta: 10+40 I: N/A <:~ ---------------------------------------------------------------------------- S 46-51-41 W PI# 2 -- N 381073.272 E 1168237.090 Di$tance: 400.002 Sta: 14+40.002 I: N/A ---------------------------------------------------------------------------- ~_... HORIZONTAL ALIGNMENT DATA FOR ROADWAY: LAWN =================================~=~===~=~==~====~=====~============~=~====~ G PI# 1 -- N 381736.332 E 1169087.752 Sta: 0+00 I: N/A i. ----------------------------------------------------------------------------- S 50-17-41 E PI# 2 -- N 381608.565 E 1169241.620 Dimtaneo: 200.000 Sta: 2+00 I: N/A 1",';;' -\ - r-'~ Q ----------------------------------------------------------------------------- o ff' - v ~"'f' ~-_.... -- - -- BIll - ..- -'- ~ o ~ o .. .... Z <. x I- > I- ffi i ~~(I Wu do enOl en w' ~ i=1 !Q:S ! ~~I ~::; u..~. !Qo Xw I-x ZI- ;:0 zl- ww ~~ g~1 0-1 Ww Xu 1-- !:!:b Z wen u- i= F! 0,' Z \ NOVEMBER 21, 1990 c RCA DATA COLLECTER CODE LIS NATURAL GROUND FEATURES (GR) ---------------------------------------------- GROUND TOP TOE BREAK PT. ON SLOPE DAYLIGHT CL SWALE END SWALE 1 2 3 4 5 6 7 8 EDGE OR PAVEMENT (EP) ---------------------------------------------- EP@PC EP@POC EP@PT EP@PRC EP@AP 10 11 12 13 14 TOP I BACK OR CURB (TBC) ---------------------------------------------- ( TB@PC TBC@POC. TBC@PT TBC@PRC TBC@AP 20 21 22 23 24 CENTERLINE AS TRAVEL~ED (CL) ---------------------------------------------- CL@CP CL@POC CL@PT CL@PRC CL@AP CL@CL 30 31 32 33 34 35 .10 SANITARY SEWER (SS) ---------------------------------------------- 40 41 42 43 44 SS-MH SS-CO SEPTIC-TANK DRAINAGE FIELD PAIt~T MARK J /- / STORM SEWER (SO) 1.0 . ----------------------------------------------- SD-HH OB PAINT MARK PIPE INVERT (8TH) 50 51 52 ( 1 I ! .. ---- , .>.:,! .~ '; i, ',' " ..~\~ o :,.2", !'Cl .- .............. Z <I: . x!z ....w a::::E ~::> .....u uO eno enw wX ......... en"- -0 ~~ ~::; u..<I: !Q~ Xw ....x z.... ~~ ww ~~- 0_ Ww Xu ....- !!:b Z wenJ ~:i:l .... ....' 0,(. Z\ . '. r i 'T ( (; ( 1 I'--~~-'" -- ~ o o .. CULVERTS (CV] -~- ~~ ___1lIIIItI - 'I"i':I' -- -- \ A1 '.. '. ----------------------------------------------- CMP PVC RCP ABS DITCH (DT) 53 54 55 56 ----------------------------------------------- CL-DITCH TOB/DITCH cG WATER (WT) 57 58 ~? ----------------------------------------------- FH WT-VALVE WT-MBTER SPRINKLBR HEAD IRR. CONTROL BOX BLOW OFF WT-PAINT MARK WELL FIRE VALVE POWER (PW) PWR-POLE P.P W/DROP P.P. W/TRANSFORMER GUY POLB TRANSFORMER ON PAD PWR-METBR PWR-VAUI,T PAINT MARK (PWR) POLE ANCHOR NATURAL GAS (NG) GAS VALVB GAS METER PAINT MARIt (GAS) HARRER POST TBLEPHONB (TBL) TBL. .T-BOX PAINT MARK (TBL) BUILDING (BD)' INSIDE BLDG-COR. OUTS IDS BLDG-COR. 2 60 61 62 63 64 65 66 67 68 70 71 72 73 74 75 76 77 78 ~'-." 80 81 82 83 i. 90 91 ) .rJ- .,1 \0" \'. o 100 101 . I' 0 '~ II] - 1'2IilO&.~_ --._~---- -. o - o .. FENCE (FNC) 11 -- 1II!IlJJ' --- (' .. -~ '.. ---------------------------------------------- Z 0 :f ~i I- w' ~~\' -'u uO enCl en ~I ~t- enu.. -0 ~~ ~:::::; u..< !Q~ ~~j' !z~ :E a: :::l::'! u~. O~i 0_ Ww Xu 1-- !!::b Z wen u- i= ~, 0'7 Z\ I ( ',. CYCLONE FENCE WOOD FENCE BARBWIRE FENCE HOG WIRE FENCE FENCE GATE FNC INTERSECTION TREES (TR) 110 111 112 113 114 115 ---------------------------------------------- 120 121 DECIDIOUS TREE CONIFER TREE . SURVEY MONUMENTS (MON) ---------------------------------------------- 11 REBAR&CAP MON IN CASE I/P BRASS CAP PK HUB&TACK LEAD wI LS RR SPIKE OTHER MONUMENT EDGE WATER / WETLAND 130 131 132 133 134 135 136 137 138 140 141 142 143 , f , c' ---------------------------------------------- EDGE WETLAND EDGE POND/LARE EDGE CREEK/RIVER CL-CREEK MISCELLANEOUS (MISC) ---------------------------------------------- '-' SIGU MAIL BOX PROPANE TANK DEBRIS PILE GAURD POST GAURD RAIL CONC. MEDIAN BRIDGE END . ADDITION I Center~ine . Center Catch Basin Edge of Paverrent @ Pavement S-N (see notes) Tree Line Power Manhole c. 3 150 151 152 153 154 155 156 157 ~ 158 159 160 161 162 163 164 165 J "'- /' '1/ ., \-~ o (.) '\.", i ''''.J....;.J. 'I L; , --I" -~ . Ir,,- ",\~,"/-' , ~.:~ ".. " , ;:~,iI;~ ' ;,.p." "! ;,i;~-: ,",,' I'" '-';':,'-",. " -- j" (,-' i MISCELLANEaJS (MISC) Z ' < .' x!z \' ~~t ;;5::> ....u uO enO enw wX -'I- enu.. -0 ~~ ~::; u..< !Q~ ~~ 2:1- ~:=~ ww ::E ' ::> u o c_ Ww :J:u ~15 z wen u- i=F;.. ~ ~, (! Toe !let. Wall TopRet. Wall Edge Gravel Drive Back of Walk cnr. cone. o C) ,.C:.~' -v- "j',',> ..' .;:.~:;':" it;' .:",") ",",'" t , 0' , i 1 ~ 166 167 168 169 170 I"'" r ,," ~. ------ - ,- o .. " JOB: , 2029A' Setup: 22bs20 Fri 5ep 27 18:17:15 1991 Z . 2029 / HADLOCK Re-setup <c d X !z I (~~~~~~=~~;.~~=:=~:=~:=~==~~~:~~~~~:~=====~==~~~~=~~~~====:====~~~~~~=~~~;.====:= ~~I ~::> -'u uO 500 N 380708.6205 120.29 34 enCl enW E 1168235.3449 S5 ~ i= I !Q :51 1000 N 380747.0915 121.12 34 ~~ E 1168267.2557 55 ~::; 1001 N 380785.5946 121.97 34 u..<C !Qa E 1168299.1902 55 ~~I 1002 N 380824.0579 122.71 34 ZI- ~~ E 1168331.0823 55 ww 380862.5514 ~~ 501 N 123.57 34 E 1168363.0363 55 0_ 1003 N 380901.0146 124.27 34 Ww Xu E 1168394.9633 55 I-i= !:!:o 1004 N 380907.1482 124.32 34 Z wen E 1168400.0209 55 u- i= F!;. o ,to 1005 N 380939.5248 124.46 34 Z\ C E 1168426.8848 55 1006 N 380977.9964 124.52 34 E 1168458.7907 55 1007 N 381016.4798 124.60 34 E 1168490.7133 55 1008 N 381054.9943 124.51 34 E 1168522.6617 55 1009 N 381063.9337 124.04 161 E 1168512.0434 SS 'I 0 1010 N 38102S.0251 124.16 161 E 1168480.2337 SS 1011 N 380986.4362 124.22 161 E 1168448.3301 5S 1012 N 380948.1969 124.09 161 . E 1168416.4068 5S 1013 N 380924.3784 123.74 10 E 1168395.7874 5S ('1014 N 390919.5203 123.07 11 E 1168380.4068 5S 1015 N 390917.1912 122.42 12 -r - Blf----- ~ .~ '"i \_- '- j /' .;~ \ \ -'-~ o ',. 0 1W.3Bl- 'q[7~ "Ii -. --- - -- ...... -- o o ~ i "~ - .. '.. E 1168353.5155 55 1016 N 380899.1026 122.24 12 ~ .;' E 1168344.3048 55 X !z \ ( 1017 N 380896.5919 122.69 11 :;; ~ I E 1168354.4304 55 ~::> -,U uO 1018 N 380885.4096 122..92 11 enO E 1168359.6021 55 en w \ wX -'I- enu. 1019 N 380880.1418 122.98 10 -0 E 1168359.0098 55 ~~ ~::::i 1020 N 380871 .6078 122.95 161 u..< E 1168352.3147 55 !Q5 Xw I-x 1021 N 380863.8464 122..82 161 zt-l E 1168345.9715 55 ~~I WWj 1022 N 380833.1896 122.30 161 ::E~ ::> I E 1168320.3456 55 8~ 1023 N 380794.8406 121.45 161 Ww E 1168287.9359 55 Xu 1-- !:b 1024 N 380756.7178 120.58 161 z wen E 1168255.8740 55 u- i= ~. 1025 N 380718.1450 119.67 161 0, z\ (' E 1168223.9439 55 " 1026 N 380700.2686 119 .80 161 E 1168245.6864 55 1027 N 380690.6039 120.47 161 E 1168257.8801 55 1028 N 380738.6472 120.84 161 \_, E 1168277 .5403 55 1029 N 380728.6963 121.20 161 E 1168289.6292 55 1030 N 380765 .7106 121.39 10 " E 1168300.2212 55 1031 N 380755.1243 121.55 161 E 1168311 .5449 55 1032 N 380769.3290 121.32 11 <' \. E 1168311.9592 55 . . \_.. 0 0 1033 N 380767.3938 121.80 12 E 1168321.8834 55 () 1034 N 360770.5367 123.36 161 E 1168403.0198 55 1035 N 380777.0134 121. 72 161 ~ ~-----""'"" -w-~- 1BIm. ur ~--- ~ -....""......----- IIJIIII !II ~ o o I -~ "; - .. '.. ~, .... \ E 1168309.7342 55 1036 N 380815.1512 122.39 161 E 1168341.7519 55 z ~ .j C ~ffi\ '1037 N 380798.5135 122.21 12 a:~ E 1168358 .5627 55 ~::> -,U 1038 N 380845.9319 123.23 161 uO enC E 1168367.2525 55 enw wX -'~ 1039 N 380802.4119 122.04 11 !Q 15 i E 1168355.3957 55 ~~f i2::; 1040 N 380853.6892 123.41 161 u..~1 E 1168373.7389 55 !QO " ~I 1041 N 380820.0205 122.15 10 Z~ E 1168365.5710 55 -0 ~~ 1042 N 380892.2243 123.70 161 !~ E 1168405.6712 55 1043 N 380825.1467 122.33 11 Ww E 1168381.6275 55 Xu t;:i= 1044 N 380898.2833 123.70 161 _0 Z E 1168410.8217 55 wen u- i= j!;, 1045 N 380816.3292 122.94 12 ~ ~. C! E 1168408.4300 55 " 1046 N 380822.0594 122.77 11 E 1168395.6634 55 1047 N 380930.4053 123.78 161 E 1168437.7674 55 1048 N 380798.5786 123.30 161 I- E 1168440.2091 55 , 1049 N 380968.7158 123.91 161 E 1168469.8981 55 1050 N 380775.7403 123.79 161 '- E 1168484.4700 S5 1051 N 381007.2548 123.79 161 E 1168501.8133 55 , <~~ \.' 1052 N 380752.0071 123.47 161 Ct E. 1168528.4161 55 . 0 1053 N 381045.6505 123.82 161 E 1168533.5875 55 {) 10S4 N 380768.7735 123.33 161 E 1168537.3789 S5 1055 N 380792.3796 123.63 161 --~i7'V r w-....... .... ''''''''- - ~...mwa~ .....~....... -J. ---'- . -- ~ '; ...>.. _1II1I!~1N~ ~1lW o o . \ ~ - .. " -, , E 1168493.3198 55 1056 N 380831.3496 122..98 34 ~...:r E 1168400.7671 55 Xz C 1057 N 380817.3969 123.09 161 I-w a::::E E 1168450.0814 55 ~::> -,U uO 1058 N 380807.8148 123.37 34 eno E 1168444.8980 55 en ~I ~I- !Q :51 1059 N 380839.0924 122.66 12 ~~ E 1168410.1486 55 ~::; 1060 N 380784.2919 123.78 34 u..< !Q~ E 1168489.0196 55 Xw I-x 1061 N 380858.9644 122.98 11 ZI- E 1168393.2637 55 ~:= w LU 1062 N 380760.7782 123.49 34 :::E :::l E 1168533.1343 55 g;5, 1063 N 380884.0573 123.66 10 c_ Ww E 1168398.5353 55 xu 1-- !:!:S 1064 N 380695.4475 118.59 57 Z wen E 1168250.7272 5S u- i5 ~j 1065 N 380723.8430 118.80 57 Z\ C,., E 1168217.4352 5S J 1066 N 380733.9841 119.74 57 E 1168283.3444 55 1067 N 380761.5855 119.89 57 E 1168250.2283 5S 1068 N 380760.8671 120.67 57 E 1168306.8315 S5 1"....... 1069 N 380801.8022 120.63 57 E 1168282.9875 SS 1070 N 380838.2761 121.37 57 E 1168314.5664 SS -<. 1071 N 380876.8152 122.14 57 E 1168346.4517 5S 1072 N 380884.2249 122.62 .. 57 \. " E 1168352.5869 SS \_.. . 0 0 1073 N 380892.3699 122.76 58 E 1168415.9430 SS ('.;1074 <:t N 380922.0362 122.93 57 E 1168381.1522 SS 1075 N 380926.5053 122.16 58 tIBll. E!S.r- -II -----" o !. ,.. - \ ~ -- .. '.. -0' E 1168442.0163 55 1076 N 380951.7473 123.27 57 E 1168412.7111 55 Z <C ~; 1077 N 380947.8426 122.28 58 ~wl a:::E E 1168462.8466 55 ~::> -,U 1078 N 380992.1319 122.73 57 uO enO E 1168441.3982 55 enW wX -'I- 1079 N 380964.1987 122.08 58 en ~ l -0 E 1168483.0650 55 ~~ 380974.2843 ~::i 1080 N 122.17 58 u..< E 1168485.2518 55 !Q~ Xw 1081 N 381029.6674 121.99 58 I-x ZI- E 1168474.4434 55 ~g 1082 N 381003.3362 121.59 58 wWI ~~ E 1168506.8327 55 1083 N 381069.1794 121.85 58 c_ Ww E 1168505.5395 55 i=~ !!:b 1084 N 381014.4168 121.71 58 Z E 1168517.9859 55 wen ~~ 1085 N 381081.5455 121.61 58 o. E 1168506.7402 55 Z C' . 1086 N 381044.3180 123.21 58 E 1168541.7022 55 1087 N 380846.9218 122.75 14 E 1168400.3981 55 1088 N 380854.4022 122.90 14 \-.. E 1168395.5400 55 0' 1089 N 380863.8900 122.93 14 E 1168417.1849 55 .} 1090 N 380870.6121 123.08 14 i.. . E 1168413.4000 55 1091 N 380726.5889 123.08 2 E 1168210.5994 55 1092 N 380697.6545 . :1.19.57 2 "~ r~ E 1168248.5459 55 . 0 0 1093 N 380766.1623 123.91 2 E 1168244.6699 55 .~ ',."".......".. (: N 380735.9772 120.58 1094 2 ".; E 1168281.0063 55 , 0" 1095 N 380803.2095 123.88 2 \ /; J{' I ItJJ <v,. --v-t- - -------'"""'Ul_.-.__ . ........ ~1IlUI'"1If . .- i'__C- 0, o ,.,'.., 1 "1 - .. '.. , E 1168277.7145 55 1096 N 380762.2743 121.21 2 ~ .t E 1168303.5672 55 X !z' ( I- wi 1097 N 380841.1631 124.28 2 a:::E E 1168311 .0134 55 ~::> -,U uO 1098 N 380694.9145 119.43 2 enO enw E 1168252.4286 55 wX -'I- en"- 1099 N 380870.9077 124.22 2 -0' ~~ E 1168336.8630 55 ~::; 1100 N 380731.0512 120.78 2 u..<( !Q~ E 1168287.2103 55 Xw I-x 1101 N 380879.1573 124.53 2 ZI- ~Ol E 1168343.1120 55 ~~ 1102 N 380760.2732 121.20 2 g~ E 1168308.6638 55 c_ 1103 N 380892.1081 123.74 2 Ww E 1168352.3716 55 Xu 1-- !:!:13 1104 N 380759.1145 121.35 150 Z wen E 1168310.3879 55 u- i= 1=.. ') o !.' 502 N 380844.2533 122.84 150 Z\ ( E 1168412.2227 55 1105 N 380811 .9651 122.66 150 E 1168379.5652 55 1106 N 380805.5370 122.66 150 E 1168371.4134 55 1107 N 380880.0274 123.26 150 E 1168403.8336 55 \~~.. , 1108 N 380926.5101 123.91 150 E 1168384.9554 55 1109 N 380895.3515 123.20 150 E 1168347.3687 55 ... 1110 N 380867.6804 123.99 150 E 1168332.5443 55 1111 N 380759.2031 122.01 70 I,'" ,,\ E 1168240.9356 55 . 1112 N 380885.7295 124.06 70 0 C!) E 1168348.4412 55 (>1113 N 380886.0179 123.10 ',I 70 E 1168407.1103 55 1114 N 380933.3362 123.91 70 .MOO'....... ....._. I -- '-~:- y-- ------ - ~ - - - o o ~ J .~ -- .. ., E 1168391.2081 55 1115 N 380941.5168 122.38 150 E 1168462.4399 55 Z < 01 ( 122.95 70 X~I 1116 N 381052.6515 I-ffi E 1168551.3279 55 a:::E ~::> 110 -,U 1117 N 380690.3127 120.27 uO E 1168256.2056 55 enC enw wX 110 ...J~ 1118 N 380728.8731 120.96 en u., E 1168288.3149 55 ;;:;01 ~~I 1119 N 380765.9059 121.66 110 ~::; u..< E 1168319.3956 55 !QS ~~I 1120 N 380759.4734 122.11 110 Z~ E 1168328.2372 55 ~~ 1121 N 380766.6368 122.18 110 ww :::E -\ E 1168334 .5960 55 :::l u 0 1122 N 380797.7828 122.25 110 c_ E 1168359.9046 55 Ww Xu t;:i= 1123 N 380771.4106 123.17 110 _0 z E 1168402.8426 55 wen u- i= i!;. 1124 N 380800.3347 122.44 1 o ~ ( E 1168395.2746 55 z ,.. \, 1125 N 380779.8862 122.99 1 E 1168430.5847 55 1126 N 380760.2628 123.66 1 E 1168486.0582 55 1127 N 380737.1214 123.83 1 E 1168521.2033 55 \-,... 1128 N 380727.8951 124.05 1 E 1168513.1013 55 1129 N 380747.6272 123.78 53 0 E 1168480.4547 55 ;. ) 1130 N 380765.2109 123.13 1 ...:' E 1168437.6296 55 ... 1131 N 380858.6201 122.18 1 ',....... ~\". E 1168433.6838 55 . . '1-' .. 1132 N 380842.0168 123.25 1 0 0 E 1168461.6177 55 ( 503 N 380813.3721 123.79 1 E 1168505.1081 55 1133 N 380782.0291 122.92 1 1 I wi Ii -- ~- - IImIlVm lSlIHIi_m - ~ o - o .~ ., .. 0 '. E 1168548.0971 55 504 N 380795.6358 122.98 1 E 1168555.5599 55 ~ ./ C 1134 123.76 1 X !z I N 380813.9329 I- W I E 1168491.5567 55 ~~I 1135 N 380817.7902 123.76 150 ""0 Uo E 1168484.8231 55 enw ~I= 505 N 380856.4094 123.50 1 !Q:S I E 1168475.3822 55 ~~ 1136 N 380889.1259 122.45 1 ~::; u..< E 1168431.5199 55 !Q~ Xw 506 N 380839.3040 123.54 1 I-x E 1168496.8197 55 zt- ~f2 507 N 380885.1298 122.40 1 ww ~; E 1168437.7115 55 u. o , 1137 N 380884.8509 123.74 1 c_ E 1168319.9413 55 Ww Xu 1-- 1 !::b 1138 N 380852.8369 124.10 z E 1168290.9526 55 wen u- i= ~, 1139 N 380818.1635 124.59 1 Of' C E 1168266.8942 55 z '\ '. 1114 N 380784.5519 124.24 1 E 1168228.8978 55 508 N 380738.5243 122.78 1 E 1168193.1789 55 509 N 380783.3046 122.41 14 \..-," E 1168363.1063 55 1141 N 380751.9115 122.42 14 E 1168339.4706 5S 510 N 380715.0747 121.98 14 i. E 1168305.8618 5S 511 N 380676.0877 121.38 14 E 1168273.8875 5S y:\ 512 N 380900.0391 122.02 1 E 1168473.2397 5S 0 0 . 513 N 380934.4271 122.75 168 E 1168459.3664 5S i,' j~j .~ (> 514 N 380958.6422 123.74 168 E 1168462.2167 5S 1142 N 380929.8504 122.39 168 , .:'; ;,j J e'I ,</''.,,:,~',.~:'.~'.'":'~:'"''''''''''' ",. ," "I' ....t' ~$~".);;j,,~," ,'" '.-1 '," \, :,,~',<;j;,~,;~,:,; :,J't~'!:"t;"lt'i' IT.T - JaBr------- n~-.-w --...__-~ Iii-~- -~--'"'......... 0.. - o .~ -, .. '.. , .' E 1168492.4759 55 1143 N 380935.9460 122.39 168 ~..,;:i E 1168502.7951 55 Xz ( 1144 N 380959.1777 123.24 168 I-w a::::E E 1168479.1079 55 ~::> -,U uo 1145 N 380973.7699 123.77 168 en 0, E 1168474.5017 55 en WI wX -'I- enu.. 1146 N 381022.2720 123.79 168 -0 E 1168514.8687 55 ~~ ~::; 1147 N 381020.7375 123.04 168 ...< !Q~ E 1168528.6526 55 :I:w I-x 515 N 381006.7919 121.98 168 ZI- E 1168546.2539 55 ~:= ww 516 N 381015.6750 122.89 168 ::E ::> E 1168557.1006 55 u 0 0_ 1148 N 381035.0107 123.53 168 Ww E 1168534.2400 55 Xu I-i= !:!:o 1149 N 381044.4215 123.84 168 Z wen E 1168533.0298 55 u- i= F;. 517 N 381002.6328 121.58 113 o .< Z \, C' E 1168539.9864 55 518 N 381013.0066 121.40 113 E 1168525.0899 55 1150 N 380997.9256 121.45 113 E 1168511.8985 55 519 N 380962.8757 122.27 113 "t_;.. E 1168483.3991 55 1151 N 380942.9414 122.03 113 E 1168506.5347 55 1152 N 380990.2407 121.60 62 i. E 1168499.2613 55 1153 N 380973.2193 123.22 150 E 1168428.6478 55 1154 N 380930.3088 123.51 115 ,,;I \., E 1168391.7372 55 y--' . 0 0 520 N 380975.1542 122.71 113 E 1168427.8338 55 ( .. 521 N 380928.6572 123.63 101 E 1168368.0365 55 522 N 380994.1565 122.59 111 It I , ~j E 1168413.9584 55 523 N 380928.8987 122.73 101 .z , E 1168346.0230 55 < ., x!z ( 524 N 380944.9975 123.39 101 I-w a:::E E 1168368.9306 55 ~::> -,U uo 525 N 380961.1089 119.91 1 enC E 1168323.0949 55 enw w:Z: -'I- en'" 1155 N 380930.0240 120.82 111 -0 E 1168323.8546 55 ~~ ~::; 1156 N 380884.4210 123.99 90 ...< en ::>1 E 1168345.5276 55 _0 ~~I 526 N 380872.4526 122.91 60 ZI- E 1168409.0907 55 ~~ ~~ 1157 N 380769.6915 121.28 162 E 1168316.6805 55 527 N 380786.0304 121.57 162 Ww E 1168330.2434 55 Xu I-i= !!::o 1158 N 380811.4821 122.19 162 Z Will E 1168345.9186 55 u- g~, 1159 N 380841.9785 123.06 162 Z ~. () E 1168372.2209 55 1160 N 380850.5050 123.24 162 E 1168377.8247 55 1161 N 380865.5546 123.15 162 E 1168392 .0860 55 528 N 380948.4251 122.01 101 \....:.... E 1168506.7684 55 529 N 381213.6379 122.66 163 E 1168678.6377 55 P-.'1 j .~ ~ ~ - -.---- -- : ;'/J,,':"\~ ",</,'~ '\::..;; 'i>~:;; '- ~ ',' .. .0: -- o .. '.. (" --UiII ~':1" ,''',''- - -~ ~~ \; \;.. r--- o ... - --- -- _s;r- .- "'T --- --.~ - 0/ o rA~ .~ t..;: -- .. '.. JOB: , 2029' Setup: Stn 0213 Fri Sop 27 17:46:20 1991 Z 5DR22 V03-01.7a; 0000; 03-Sep-00 18:56 ; 2029 2029.8239> <C . 'S xf- f-ffi ( Point Coordinates Elevation Desc / Type a:::E ------------------------------------------------------------------------------ <C::> ---------------------------------------------------------------------------------.- Wu -'0 530 34 uo N 380908.9207 122.63 ~~ E 1168350.0065 S5 ~f- enu.. 1162 N 380910.6440 121.34 34 -0 ~~ E 1168300.0592 55 ~::; 1163 N 380912.4423 120.59 34 u..<C !Q~ E 1168250.0464 55 Xw f-x 1164 N 380898.5204 122.41 161 Zf- ~~ E 1168348.7252 S5 ww 1165 380911.2390 129.23 1~1 ~~ N C 11682ee.1100 1;6 0-1 116.6- tl 389911.2389 129 23 ww Xu !;: 11li.El299.1199 ~6: I-i= !:!::~I 1167 N 380917.3757 122.45 161 wen) E 1168350.9110 55 u- i= ~, o /. 1168 N 380901.4647 121.14 161 Z \, ( E 1168299.9218 55 1169 N 380917.1531 121.20 161 E 1168300.1928 55 1170 N 380902.0362 120.15 161 E 1168250.1230 55 1171 N 380917.1764 120.53 161 ~~.... E 1168249.9726 55 1172 N 380904.1765 119.94 161 E 1168199.7512 55 1173 N 380919.3101 120.01 161 i. E 1168200.2913 55 1174 N 380920.1933 119.93 166 E 1168193.8715 55 1175 N 380916.8271 120.06 166 ", " " E 1166207.1795 S5 r..t . 0 0 1176 N 380958.7692 120.31 166 E 1168202.7598 56 (',177 N 360957.9642 120.81 168 E 1168192.5427 56 1176 N 360932.1503 120.29 101 ,.. .... .- ~ .' x !z I :;;~Ii ~::> -'u uO enO en w, ~ 1=1 en u..: ~Ol :::E~I ~::::i u..<1 !Q~ Xw ~ 1=..1 !z~ ww a~ g~ Ww Xu 1-- !!:6 Z wenl u- -~' I- .'j 0, Z\ . -- - ...... 1179 4180 1181 1182 1183 1184 1185 1186 1187 ( 1188 1189 531 1190 1191 1192 1193 532 533 (" o o ( .'1 .. ... E 1168173.7622 55 N E 380931.9653 1168188.2661 120.14 101 55 N E 380956.3116 1168188.3197 120.93 101 55 N E 380921.4172 1168264.4205 120.29 113 55 N E 380923.7314 1168226.9511 118.93 113 55 N E 380955.1727 1168223.3402 119.12 113 55 N E 380955.5858 1168252.2280 118.51 113 55 N E 380922.4911 1168226.5100 120.27 151 55 N E 380895.6218 1168199.0969 118.78 3 55 N E 380894.1089 1168249.8938 119.15 3 55 N E 380898.5997 1168300.4551 121.06 3 55 ~,-'''' N E 380698.2880 1168322.3665 121.56 3 55 N E 380881.6459 1168070.0117 116.17 70 55 N E N E N E N E 360894.4134 1168321.0656 123.75 4 55 122.31 4 55 360896.6969 1168299.9901 360897.2075 1168261.6779 4 55 120.14 ~, J /,;F' 380876.4970 1168245.5295 121.10 1 55 1 55 'I- (I y~\ o N E 360863.1250 1168195.4037 118.42 N E 360920.7275 1168077 .5760 11 7 .79 163 55 ~ . . -- --- -- -":f - ~, '0.,. o / - . \ 'l - .. ... ,. ~. JOB: . 2029' Setup: Stn 0210 Fri Sep 27 17:47:S9 1991 Z SDR22 V03-01.7a; 0000; 03-5ep-00 18:56 ; 2029 2029.8239> <( 'f x !z \ ('.$ t-w Point coordinates Elevation Desc / Type a::::E ~:::l =~~=============~============================================================= -'u uO 380877.4781 123.95 91 (/)0 534 N enw E 1168376.8735 SS wX -'t- enu.. 535 N 380849.4980 123.14 66 -0 ~~ E 1168414.8703 SS ~::i 380834.8127 122.84 66 u..< 1194 N !a~ E 1168380.8661 5S XW t-x N 380875.2538 123.09 66 ~~j 1195 E 1168405.7685 5S ww ::E 1196 N 380878.3513 123.41 66 ::> . E 1168402.3940 5S g a! 0_, 1197 N 380882.3848 123.18 66 Ww I=~ E 1168406.8816 ss !!:13 380831.9456 z 1198 N 122.76 66 wen E 1168361.3341 SS u- i= 8' o . 1199 N 380885.9264 123.61 66 z ~ C E 1168403.6364 5S -,~ 1200 N 380949.6783 123.82 66 E 1168454.9243 5S 536 N 380994.9397 123.62 66 E 1168493.8172 SS 1201 N 381055.6069 123.67 66 E 1168543.4241 5S 1202 N 381115.9512 123.35 66 E 1168594.5758 55 . 1203 N 381069.5187 122.33 66 i. E 1168645.4350 5S 1204 N 381112.1555 123.19 66 E 1168596.2644 55 1205 N 381053.7210 123.44 66 ~\". . E 1168545.5025 55 r--' 0 0 1206 N 381048.9941 123.30 62 E 1168550.3261 55 (' 1207 ,I N 381131.9723 124.03 34 E 1168586.5203 55 1208 N 3813.70.4454 123.7B 34 l!'" ~'T- v- - -- R.~ IIIl --~ ~ o. o ~ 9 .- .. ., -' , E 1168618.4234 SS 1209 N 381208.9262 123.57 34 Z E 1168650.3172 SS ~ .t ( ~~I 1210 N 381247.4453 123.32 34 <::> E 1168682.2111 SS Wu -'0 1211 N 381285.9201 123.01 34 uo en wI E 1168714.1108 S5 fflx -'t- en u. I 1212 N 381324.4337 122.74 34 -0 E 1168746.0425 S5 ~~ ~::; 1213 N 381315.6723 122.33 161 u..< !Q~ E 1168756.4206 S5 Xw t-x 1214 N 381276.9629 122.38 161 ~ 1-1 E 1168724.7535 S5 !z ~j ww 1215 N 381238.4393 122.68 161 ~~ E 1168693.0535 SS g~ 1216 N 381199.7907 122.98 161 Ww E 1168660.9933 SS Xu t-- !!:b 1217 N 381161.4480 123.18 161 z wen E 1168629.2926 S5 u- i= ~. 1218 N 381123.0566 123.45 161 ~~ C' E 1168597.2653 S5 1219 N 381085.0924 123.70 161 E 1168565.7794 S5 1220 N 381102.8499 123.97 161 E 1168544.3271 5S 1221 N 381140.5128 123.60 161 \-... E 1168576.1297 55 i 1222 N 381178.8682 123.34 161 E 1168608.1299 55 1223 N 381217.6135 123.17 161 " E 1168639.8761 55 1224 N 381256.0497 123.05 161 E 1168671.8893 5S ." -\." . 1225 N 381294.2470 122.67 161 \:-~ E 1168704.1623 55 . 0 0 1226 N 381332.6688 122.33 161 E 1168736.1088 55 C' 1227 N 381338.7073 121.65 2 E 1168729.8733 55 537 N 381303.8559 121.54 1AT110 -v -00 -__ __ I"Ii ~'l .. P'.~ -- "if' ' ,;:',."..::;:.:...:,.:....:..":;'.'.;.:,':.,-..",. ;">:;-;",":.1",:> :,'--," " "-'(','j::, , ,:", :::c, ,:,:.:' ':" ;'.~ :. ':, :.i.;.::,:';>'ic:>:: , ;:, 'T,~, ,,' " ~. .Of' -~ 9 - o III '.. .. , , E 1168765.3871 55 1228 N 381342.7161 122..63 1 ~..,::' E 1168718.1611 55 Xz C I-w 1229 N 381268.8813 122..14 1AT110 a::::E ~::> E 1168736.0520 55 -'u uO 1230 N 381297.8281 122.58 3 en ~I ~I= E 1168700.3519 55 enu.. 1231 N 381266.1253 122.68 3 -0 ~~ E 1168661.7979 55 ~::; 1232 N 381225.1139 122.57 3 u.< !Q~ E 1168632.9230 55 x IIJ I-x 1233 N 381184.2830 122.09 3 Zl- ~~ E 1168601.5023 55 ww ~~ 1234 N 381229.9241 122.12 1AT110 u . E 1168703.3001 55 0 c_ 1235 N 381147.7722 121.75 3 Ww Xu E 1168567.8600 55 1-- ~~ 1236 N 381191 .7538 122.45 1AT110 wenJ E 1168670.7917 55 u- i= ~, o .' 1237 N 381167.7118 122.91 1AT114 Z\ C" E 1168650.5910 55 i.' 1238 N 381145.5124 122.85 1AT114 E 1168632.0772 55 1239 N 381138.6795 123.07 1AT110 E 1168626.3311 55 1240 N 381097.7098 122.90 1AT110 \..;- E 1168674.3799 55 1241 N 381079.5749 123.20 3 E 1168571.9133 55 1242 N 381153.4349 123.03 3 E 1168639.0613 55 1243 N 381119.1163 123.43 168 E 1168594.4874 55 1244 N 381090.6960 122.40 168 \~ . E 1168627.8937 55 \ 0 1245 N 381133.7458 123.37 168 E 1168606.5975 55 (Z'1246 N 381095.8008 122.61 168 E 1168654.4538 55 1247 N 381153.1821 123.26 168 '~W:"",l"l\.. ~ ":'\1 -- ..-- 1 ~. . . - -- - ," ,~ . .- i '.0; o r, (1 -i "" .. " '. E 1168622.5691 55 1248 N 381174.7655 123.11 168 ~ .j E 1168640.4837 55 Xl-I ( ~~I 1249 N 381116.5355 123.00 168 ~:::l E 1168670.4976 55 -,U ~g\ 1250 N 381127.5776 123.10 168 enw E 1168699.4366 55 wX -'I- enu.. 1251 N 381178.0258 122.70 1 -0 ~~ E 1168685.1305 55 ~::; 1252 N 381241.2864 124.08 1 ....< !Q~ E 1168732.6838 55 Xw I-x 538 N 381241.5149 122.13 1 ZI- ~g E 1168733.3904 55 ~~ 539 N 381314.9315 121.99 1 E 1168798.9556 55 c_ 1253 N 381346.6348 121.88 1 Ww I=~ E 1168834.0043 55 !:5 540 N 381160.5612 121.68 1 Z wen E 1168548.9345 55 u- i= ~. ~ ~. 1254 N 381204.9191 121.99 1 (\ E 1168580.0901 55 .. 1255 N 381311 .8772 121.54 1 E 1168543.7507 55 1256 N 381279.0980 121.64 1 E 1168509.4420 55 1257 N 381235.1167 120.87 1 \-;- E 1168482.0219 55 1258 N 381334.5311 122.56 1 E 1168460.6564 55 . 1259 N 381202.5480 121.14 1 '- E 1168466.9194 55 1.260 N 381093.9770 124.58 E 1168554.9700 55 1261 N 381093.9770 124.58 ;...... -\ E 1168554.9700 55 r- 0 1262 N 381185.2589 121.32 1 E 1168508.5036 55 (' f" 1263 N 380969.8446 121.97 101 E 1168529.0819 55 541 N 381052.9803 122.92 70 -- - .~ ,..:.... ,;:;./:.!\ ;'1!;-" . 0, o -~ ~ , - lIB '.. -- o - o .. .... - . l 'i~l "i , ~. " E 1168608.9205 S5 1281 N 381243.3475 122..72 14 Z E 1168641.0925 55 <. X 1-, C ~ ill 1282 N 381225.1189 123.19 14 ~::> E 1168645.4989 55 -'u uO 545 N 381320.4079 123.27 101 en ~ i ;I i= I E 1168624.5020 55 en ...1 1283 N 381285.9583 123.68 101 ~~I E 1168666.7421 55 ~::; 546 N 381328.2524 123.17 101 u..< !Qa E 1168701.5892 55 Xw I-x 547 N 381283.5585 123.36 163 ZI- ~~I E 1168674.1046 55 WLLI :E- 1284 N 381284.1814 122.90 163 g~ E 1168685.9032 55 c_, 1285 N 381315.0393 122.61 Ww Xu E 1168711 .3849 55 1-- !:6 1286 N 381324.4608 123..02 Z 163 wen E 1168708.5692 S5 u- 13 1=,;' 1287 N 381315.0128 122.51 163 Z ~. C E 1168711.4385 55 1288 N 381328.1780 122.27 14 E 1168732.0665 55 1289 N 381307.5097 122.52 14 E 1168714.2115 S5 548 N 381002.0548 121.34 113 ~..- E 1168407.5392 55 549 N 381080.2996 119.68 113 E 1168432.7705 55 . 1290 N 381138.7173 119.85 113 '- E 1168451.6282 S5 ) ,oJ. 1291 N 381146.4454 120~00 113 /. E 1168442.4570 S5 1292 N 381156.1598 119 .79 113 ";,,,.' \, . E 1168420.1351 55 . r' .0 0 1293 N 381167.0529 120.26 113 E 1168418.6747 55 (~' 1294 N 381188.6888 121.20 113 E 1168:388.7150 55 1295 N 381157.3566 121.86 113 /I' It]' " o , ,I .., ~ c; -- .. " E 1168347.8054 ss 1296 N E 381128.7965 1168311 .2818 122.76 113 SS Z <'-;1 :I:Z' I-w a:::E ~::> -'u uO enO enw wX -'I- enU- ;;0 ~5 u-:s !QO XW I-:r. ZI- ~g ~~w. :) U o 0- Ww Xu ~f3 Z WI/I u- i= i!;, Of Z " , () c \-- -... .,' r-~ o ('I - v- -.;J-""'-' 1--"18.:11 -_ -- ~/.....- ~_--~~- -- .-.at. HI..... -.aJ - - -~--_..- iJ: ;r. 0- o ,/ .., (; -1i ~ ,- .. '.. ~..-.. i " ''''' ~\,. C' o Cl) J ~'f 1 ...-:--'- -, - o "~ 9 - .. " - - ~ ..' xl-, I- ffi ' a::::E ~:::l -,u uO enO enW wX -'I- enu.. -0 ~~ ~::; u..< !Q~ Xw I-x ZI- ~:= ~ ;!:'" 0_ Ww ;:~ !!:b Z wen u- i= x"l 0"'" z~ . - ( 552 c 1348 C 1349 1350 - ~ 551 553 1334 1335 1336 1337 1338 1339 1340 1341 1342 1343 1344 1345 1346 1347 IIHI o o 1;<' -, ~ .. " E 1168230.8493 55 N E 381206.4722 1168171.2987 123.14 134 55 N E 381025.0537 1168270.4327 118.98 1 55 N E 381100.6113 1168266.2754 122~33 34 55 N E 381134.8028 1168302.7605 122.65 34 55 N E 381168.9869 1168339.2360 122.44 34 55 N E 381203.1825 1168375.7393 121.60 34 55 N E 381237.4158 1168412.2605 121.51 34 55 N E 381271.5915 1168448.7322 121.99 34 55 N E 381305.7786 1168485.2160 122.66 34 55 N E 381340.0023 1168521.6950 122.83 34 55 I'l E N E N E 381346.8274 1168528.9766 122.82 34 55 381355.5658 1168520.5105 122.45 161 55 122.31 161 S5 381341.1388 1168534.2569 N E N E N ,'" , 381334.7628 1168526.1098 122.37 161 S5 122.48 381348.9656 1168512.8362 161 S5 x. 122.29 381300.4545 1168490.1670 381314.6388 1168477 .1071 161 55 .. 0 \. t.-.., \ o 122.17 161 S5 N E N E 121.72 381266.0989 1168453.4968 381280.7479 1168440.8806 161 S5 121.46 N E 161 55 161 N 381231.7297 121.27 ~z. - ---I1I~- r - -- -- ~ -- --- ,,'. \,," 0.< ,- o ~~ ~ .. ... .-----:- - ~ ' ~~-- - o. o "~ -- .. " \ E 1168225.3732 55 1371 N 381088.6522 121.81 66 E 1168263.1476 55 Z ~...: C 1372 N 381107.7139 122.58 62 I-ffi a::::E E 1168245.0412 55 <:::l Wu 1373 N 381138.8503 122..26 66 -'0 Uo E 1168318.2701 55 :2~ ~I- 1374 N 381166.8270 122.00 66 enu. E 1168348.6892 55 -0 ~~ N 381162.3209 121.79 62 ~::; 1375 u.~ E 1168352.5044 55 !QO Xw 1376 N 381176.3236 121.86 66 I-x ~ 1-1 E 1168357.5304 55 1-0 zl- 1377 N 381177.1472 121.91 61 ww ::E -I E 1168356.5361 55 ::> U 0 1378 N 381201.7043 121.81 66 c_ Ww E 1168333.8967 55 Xu ~i= 1379 N 381202.1888 121.94 66 _0 z E 1168327.8057 55 wen , U- j -x 1380 N 381181.5200 121.59 66 i 61:1' z\ ( E 1168365.3999 55 1381 N 381205.9263 122.74 62 E 1168327.2862 55 1382 N 381186.9997 121.48 66 E 1168371.5868 55 1383 N 381203.9146 122.41 66 ,-. E 1168288.4346 55 1384 N 381198.9154 122.02 66 T: E 1168327.5023 55 1385 N 381206.4541 122.71 61 i. cO E 1168340.8657 55 1386 N 381208.6444 122.59 61 E 1168347.6217 55 1387 N 381219.5125 121.42 61 ," -\ E 1168406.9883 55 . r- . 0 0 1388 N 381220.0618 121.45 66 E 1168406.5506 S5 ( "1389 N 381207.4586 121.03 66 E 1168419.2098 S5 1390 N 3El1159.6506 119.77 66 'IEl -1 -....1 ---- "T!J v-- -,.....""----- .. ,~ - ",i',,' "':""'~' ":,1.-'. ~. ,CO:' o .~ 'i - DB ... -' E 1168474.7595 55 1391 N 381125.9344 121.26 66 Z E 1168517.7139 55 <. Xl- ( 1392 N 381111.4737 123.13 66 I-ffi a::::!; E 1168536 .3067 55 ~::> -,U 1393 N 381207.7443 121.60 150 uO enO E 1168422.8928 55 enw wX -'I- 1394 N 381245.4152 121.11 90 enu.. -0 E 1168394.6760 55 ~~ ~::; 554 N 381190.9574 120.96 70 ...< E 1168391.7995 55 !Q~ Xw 381215.2412 I- x' 555 N 122.47 70 Z 1-' E 1168361.4700 55 ~ :=1 WLU 1395 N 381214.5519 122.44 90 ::E , E 1168359.4501 55 ::> g:;, 1396 N 381178.0865 123.04 150 0_ Ww E 1168299.0578 55 Xu ~j:: 1397 N 381168.7008 123.20 150 _0 Z E 1168302.4295 55 wen u- i=~ 1398 N 381156.6533 122.80 151 0.- Z (;; E 1168302.2755 55 1399 N 381144.0551 122.57 113 E 1168279.9956 55 1400 N 381123.2325 122.51 113 E 1168259.2496 55 1401 N 381159.9390 122.54 1 ~~.. E 1168274.0743 55 1402 N 381137.4400 122.80 1 E 1168248.2162 55 1403 N 381107.6993 122.24 1 i. . E 1168218.8370 55 1404 N 381240.4020 122.52 101 E 1168331.9737 55 1405 N 381237.0664 122.65 101 \, E 1168343.6478 55 r-~ . 0 0 556 N 381283.3497 122.27 101 E 1168357.0451 55 (" 557 N 381257.0010 122.01 162 E 1168363.7657 55 1406 N 381303.5175 121.42 1 2~ 0 E 1168419.7805 55 1407 N 381335.3151 121.38 70 E 1168544.3187 55 Z ( <. 1408 N 381373.5169 122.17 14 x!z I-w E 1168538.9373 55 a::::E ~:::l 1409 N 381346.8695 121.98 14 -,u uO E 1168510.4238 55 enO enw wX 1410 N 381320.6410 121.82 14 -'I- en u... E 1168512.2441 55 -0 ~~ 558 N 381319.7407 122.14 14 ~::; u..< E 1168543.3856 55 !Q5 Xw 559 N 381353.4675 122.86 62 I-x E 1168498.3826 55 ZI- ~~ 560 N 381378.2428 122.11 66 ww ::E~ E 1168578.3898 55 ::> ' u . 0 1411 N 381325.7691 122.28 66 Q E 1168522.3239 55 Ww Xu 1-- 1412 1::6 N 381361.2077 122.22 14 Z E 1168558.4301 55 wen u- F i3. 1413 N 381337.0005 122.86 66 OF CJ E 1168513.3639 55 Z \ 561 N 381353.7764 122.69 14 E 1168574.1538 55 563 N 381133.8172 123.05 101 E 1168230.1799 55 1414 N 381120.0298 122.77 101 \...;,..... , E 1168229.5969 55 i. . -\ r'. Q (I 1INf9'- -. .- r - ....-s .-..._- :-- - '.,':'. ;.,}.<, '\'<"?,~ . :(.~': }.<r,,::' : ',\ "~:)'::': ;;:~;;<,i:,:< ,} if:'". ,..,;", ;.n\';::,\:.;('",." ',,,:/, ',.f \ :' ,;:::: ::.: :~. ~::, ~. '," '.~ t '<0 - o .. ... f lIli _III ~.........i. .'. - , I I I I .z~ - ...~ iir~.-_. ...-- - .. ---..- -1JiI'iI1IrlIIg!ll- .. -- ~ o '\ o I "J -1 -- .. .~ I / JOB: , 2029A' Setup: 19bs26 Fri Sop 27 18:04:13 1991 Z 2029 / HADLOCK Re-setup <~' ( ~~I Point Coordinates Elevation Desc / Type ~::> =.=~====:~===================================================================== -'U uO 562 N 381362.7675 122.38 34 en 0, ffl ~ i E 1168778.0326 S5 .....I r- i !Q g; I 1415 N 381401.2601 122.13 34 ~~I E 1168809.9853 SS ~::l 1416 N 381439.7780 121.98 34 u..~1 E 1168841.8236 SS !Q 01 F~I 1417 N 381478.2835 121.66 34 ZI- ~~ E 1168873.7564 55 ww 1418 N 381516.7943 121.31 34 a~ E 1168905.6336 55 0 0_ 1419 N 381555.2619 120.86 34 Ww E 1168937.5602 55 Xu ~~ 1420 N 381593.8271 120.57 34 Z WOO E 1168969.4711 55 u- i= F;. 1421 N 381632.2714 120.28 34 0,.' Z\ C E 1169001.3875 55 1422 N 381670.8082 119.98 34 E 1169033.3307 55 1423 N 381709.2292 119.69 34 E 1169065.2353 55 1424 N 381717.9645 119 .22 161 E 1169054.5864 55 1425 N 381700.4909 119.24 161 E 1169075.8660 55 1426 N 381679.6597 119.46 161 0 E 1169022.4891 55 1427 N 381661.4180 119.59 161 E 1169044.6951 55 1428 N 381641.1354 119.75 161 E 1168990.6306 55 . 1429 N 381622.6927 119.91 161 E 1169012.6344 55 ( 1430 N 381602.2373 120.14 161 E 11~8959. 1941 55 1431 N 381584.4340 120.19 161 3' i. J /oJ,. .. 0 -\ \' o Ir.l - .. --- . ~-." - 'Y --- -:-:-~ .,"~" --:-~,!l:il <\', /?,:', "-i' <;:':i>" . ",;'; ',_ , ;;:~. ~;:l;';'., , ' ~>/' <,." c;;;,'.: <, :.,....',.,.\" ., '-.;'...! . ^';;"'~ "j.;'; "';,:;:/ ,... ,,:.'!~ .~,";J ~<~~:(;,:~/,.~(:_-', '-;' "";'::/.i :- :'~< -;'," /" f (..,1;.' ~ 'i .. ... z . < .1 X !z I I-W a:::E ~::> -,U uO enO enW ~ 1= I enu.. -0 ~~ ~:::i u..< ~5 Xw I-x ZI- ~g ~!,!.\ :::l U o o Ww I=~ !!:b Z wen ~~-, o ., z j 1;",.. u:; o o --.,~~-.---~ rr - Z :'f~. I- wi a: :::E I ~::>\ -,u uO (J)c, ffl~i -' I- i (/)u..j -Oi ~~I ~::;[ u.< !Q~ ~~j' !z~ ww "" -, :5 ~ . g~ c!::l Ww Xu ~ 131 Z WCJ) u- - x, I- 1-' 0,.1; Z\ ( c . . (' / ..4' 'Y-,"-~'.'~"';~'J;-'" _,'" :_.;':.:.., " 't do...",.",; ..- _",._,:/:,;"",._~:,')ii'f"\jl': [~..,. Ii1IlIIi --. -~ - - - ....--- ~-_.- - o o -~ ~ .. ... SSHOT CP 1168983.990287716268 S5HOT cp 1169014.241108420771 SSHOT ep 1169057.069186852081 1447 381523.542088627990 564 381499.384379806812 565 381461.826729126391 121.01 121.42 121.82 SSHOT ep 566 121.88 1169042.796388601884 381444.461243758036 SSHOT pp 567 121.57 1169036.995196941076 381436.112627147464 5SHOT pp 1448 121.08 1168976.683935670182 381534.004462855926 SSHOT out b-cor 1449 121.59 1169036.409201166127 381435.033899937232 SSHOT out b-cor 568 121.61 1168954.106973783812 381500.634078318719 SSHOT out b-cor 569 122..21 1168920.329665369121 381458.542807317455 SSHOT sign 1450 121.30 1168899.781755744014 381465.941826387076 SSHOT oign 1451 121.05 1168906.923006894067 381460.572678204800 SSHOT cign 1452 121.59 1168822.677935336949 381385.598423016432 SSHOT sign 1453 121.40 1168825.460816612234 381383.153093582427 SSHOT pp 570 121.25 1168890.810837371973 381416.019373779302 SSHOT pp 571 121.28 1168860.802952080965 381378.716996430419 SSHOT f lowli ne @ pvmt. 572 120.76 1168950.915807571029 381526.394347774331 5SHOT flowline E:l pvmt. 1454 121.67 ;, 1169008.332965607988 381469.121789942030 SSHOT flowline fl pvmt. 1455 121.60 ,) /' 1168974.212899656035 .381491.220104113570 <' SSHOT flowline E:l pvmt. 1456 121.26 1168919.106095739873 381483.770288573171 \ SSHOT eyc-fne 1457 120.83 1168878.813638369087 381354.773840342532 . \,"' SSHOT 91$ 1458 121.85 0 0 1168897.109351556748 381397.527077291161 S5HOT cyc-fnc 573 121.31 1168838.510101943975 381388.043926356360 SSHOT top 674 121.55 1168794.525026683928 381349.163860261499 S5HOT top 1459 121.22 1168763.196810649708 381376.203965558554 ItJ), ""-x <, F-~,~'~';, --v~,; r-- SlijIlBlrl'llI9IIIftUICIIC"-m --...-- --- ~ o \J -~ "i .- .. ... \ SSHOT top 1460 120.79 1168793.936947803712 381414;394220719056 SSHOT top 1461 120.85 1168825.245696186088 381452.848391149484 Z SSHOT toe 1462 120.88 <C . ,1 C X~' 1168857.933635417838 381490.908052921644 ~ffi\ a: :::!: I SSHOT toe 1463 120.90 ~::>I 1168847.158762905281 381480.044054083060 -'u SSHOT top 1464 122.41 uO en 0\ 1168843.855246950407 381481.554083202442 enw SSHOT top 1465 122.42 wX -'~ 1168820.829274796881 381455.717113856052 enu.. -0 ~~ ~::; u.< !Q~ Xw ~x ~~I !z ~\ ww ::E ::> u 0 0_ Ww SSHOT top 1466 122.13 I=!:! 1168788.543753057253 381415.637477091921 ~b SSHOT top 1467 122.92 z 1168757.229738887167 381377.615666166006 wen u- SSHOT pp w/x-former 575 122.99 , i= ~., 1168806.019493948901 381436.247123581474 0\ Z . (: SSHOT tel. j-box 1468 122.65 1168808.928011989920 381439.951215720677 SSHOT gts 1469 121.32 1168798.136574443197 381478.958401166019 SSHOT go 1470 122.11 1168744.710281476844 381387.905744990800 SSHOT Sel 576 122.72 1168750.785905695055 381445.766121625027 SSHOT S-N 577 122.93 \";. 1168691.692396766273 381351.608542574511 SSHOT gs 578 121.48 1168819.572789727943 381517.483893434925 SSHOT go 1471 121.03 1168830.511137427995 381535.147250724083 SSHOT OLlt b-cor 1472 120.80 '- 1168863.672014639247 3e1534.521445454680 SSHOT out b-cor 1473 120.88 1168906.817865467863 381586.553080502024 SSHOT out b-cor 1474 120.42 1168874.430749546969 381613.340062598465 -\." SSHOT ep 1475 120.40 \_. 1168876.217457508203 381615.419240578718 5SHOT cp 1476 120.73 0 0 1168905.953261055984 381590.871564425586 SSHOT op 1477 120.39 j,>,; 1168915.485216491856 381583.176301338885 (i SSHOT opClap 1478 120.25 1168921.855302528013 381578.563991247327 SSHOT op13pc 1479 120.15 116892~;3063a5250995 381586.906316779612 ---'IV" 8 -,-p- ... -- 1.!l.~"I" ,- -- ._-,- - ;':r-. <<':">l" ~ ,0, "l o .~ -~ '; -- .. ... ~., , SSHOT ep@poc 1480 120.04 1168932.421349263284 381S88.606341467937 SSHOT eplilpt 1481 120.00 Z 1168937.822692687158 381587.046902514587 ~l{ SSHOT ep 1482 11 9 . 90 I-w ( 1168962.512966491981 381616.526241533225 a::::E SSHOT ep@pc 1483 119.91 ~:::l 1168959.933253414929 381619.011022388877 -,U uO SSHOT ep@poc 1484 119.93 enC 1168958.494318115991 381622.106058355130 enw wX SSHOT ep@pt 1485 119.91 -'I- enu.. 1168959.414895634633 381624.773555613938 -0 SSHOT ep@pt 1486 119 .84 ~~ 1168966.574972743169 381633.692285009311 ~::; SSHOT ep 1487 119.07 u..< !Q~ 1168856.060090895277 381632.019228717778 Xw SSHOT pp 579 119.29 I-x 1168848.961106539006 381617.155601255712 2:1- ~~ ww ~~ c_ Ww Xu 1-- !:b z wen u- i= F. ~ ~, C\ SSHOT eplilap 1488 118.16 1168911.309274480445 381681.918516542588 SSHOT flowline iii pvmt. 1489 119.77 1168916.286426187959 381655.466323088796 SSHOT flowline @ pvmt. 1490 120.40 1168899.404783953913 381622.974661554268 SSHOT flowline a pvmt. 1491 120.41 1168924.450606899103 381606.755001165438 SSHOT flowline a pvmt. 1492 120.12 \--.. 1168944.625555722043 381627.831626313215 , SSHOT 5-N 1493 120.41 1168915.508606759831 381561.297029303911 SSHOT S-N 1494 120.88 1168849.641701970017 381482.265810391284 SSHOT lSign 1495 120.26 1168915.645730412798 381570.508270377410 i. SSHOT lSign 1496 120.50 1168909.056715872139 381576.003126500931 SSHOT lSign 1497 120.37 1168915.187888784800 381579.847397124511 -\ SSHOT tel. J-box 1498 119.58 :'. 1168967.655570589006 381629.524354137597 ,- SSHOT pp w/x-formor 580 119.44 0 1168971.218259038i71 381632.411355375021 SSHOT too 1499 118.71 1169016.547612658003 381684.433108898404 ":,,) C. SSHOT too 1500 118.51 ;-l 1169049.076122100931 381723.016335430788 SSHOT go 1501 118.97 1169025.855990433833 381739.679337899084 .-...... 1Il11'i!_r-~ T- 11II -- -- -., 0, o \. -~ ,- .. " ~, 0 '. SSHOT gO 1502 119.63 1 1168965.182745809900 381664.268484844710 I SSHOT gO 1503 119.35 j 1168995.163693604060 381704.769699620956 j Z ( SSHOT gs 1504 119.45 < .l 1168949.310877407901 381692.045047317457 I x!z i ~w SSHOT gs 1505 119.59 i a:::E 1168980.859285659855 381721.5175S1826895 , ~=> SSHOT gS 1506 120.09 1 -'u 1168957.797855594894 381645.531178224774 UO ~~I SSHOT gs 1507 119.12 wX 1169011.657971801935 381758.148550097540 -'I- S5HOT gs 1508 120.54 ~~I 1168940.597860630835 381662.713246521598 ~~ SSHOT gS 1509 120.34 ~::; 1168928.919374898775 381672.258066052047 ...~ SSHOT pp 1510 117.96 !QO 1168940.290222003125 381705.055885506561 Xw ~x SSHOT ep 1511 120 .15 ZI- 1168989.230952504091 381576.925435800746 -0 !z~ S5HOT ep 1512 119.96 ww 1169021.723147076787 381615.254690801201 ~~ S5HOT ep 1513 119.87 g~ 1169053.470108398236 381654.170530801581 0_ Ww Xu ~- !:!:b Z wen l:! ~} C' 0.' Z\ SSHOT 1514 119.46 <,.... ep 1169084.954557988793 381693.384333910944 SSHOT edge grvl. 1515 120.21 1169071.941086815204 381634.055393633025 SSHOT edge grvl. 1516 120.12 1169089.470605814131 381619.798029990343 SSHOT edge grvl. 1517 120.19 [ 1169057.163627064088 381583.801728132705 i. SSHOT edge grvl. 1518 120.08 j 1169073.531549214385 381568.263219827961 S5HOT edge grvl. 1519 120.35 ,.F' / 1169061.906458612764 381565.704936059366 5SHOT e:dge grvl. 1520 120.23 -\.., 1169035.495559061179 381587.236302229925 SSHOT edge grvl. 1521 120.33 I' r" 1169008.616633106256 381556.157906522742 0 0 SSHOT edge grvl. 1522 120.16 . 1168978.501541872975 381563.399371592677 SSHOT pp 1523 121.46 , 1169004.578166102059 381515.125978281081 SSHOT go 1524 120.99 1169014.039204809815 381529.398295352410 SSHOT wmet 1525 122.:27 1168921.956439465983 381461.766992604767 lEI ,-- IT- -. Ial"'V -- --- -- ~- -~ln. --~. _.- (c:.' ( ~ o. o t! ... 'i - .. ... \. SSHOT ~J-pm 1526 121.58 1168912.569279497955 381470.323559531244 SSHOT w-pm 1527 121.28 z 1168902.115929030348 381478.924117725168 <c . iI SSHOT w-pm 1528 120.70 :x: ....1 C ~ffiJ 1168958.943366711028 381546.814126129844 a:::E SSHOT w-pm 1529 119.90 ~::> 1169037.349398026010 381640.628002394747 -'u uo SSHOT w-pm 1530 120.60 eno 1168964.391675012885 381553.393267896783 enw wX SSHOT wmet 1531 120.86 -'~ !Q ~I 1168978.498919470003 381541.434387234040 ~~I SSHOT wv 1532 121.08 1168998.067520242883 381527.731445914018 ~:::i SSHOT fh 581 121.26 u.< 1168965.714120808290 381541.216852638114 !Q~ Xw SSHOT guard post 582 120.85 ~x 1168962.674932553899 381540.868633785867 Z~ SSHOT guard post 1533 120.84 ~~ 1168965.415911677992 381538.566142006544 ww SSHOT guard post 1534 120.80 ~; 1168969.650458805962 381541.978251094755 u ' SSHOT guard post 1535 120.78 0 0_ 1168966.149125325959 381545.051613058662 Ww SSHOT out b-eor 583 119 .97 Xu ~i= 1169076.298907484859 381640.119146225159 !:!:o SSHOT out b-eor 1536 11 9 . 63 Z wen 1169112.258728687186 381683.447324951354 u- SSHOT in b-eor 584 119.90 i=X I !i ~. 1169102.654083973030 381617.900773357775 C., 1- SSHOT out b-eor 1537 120.00 1169088.416438159300 381601.017938096367 SSHOT out b-eor 585 120.03 i. . 1169136.377735628979 381560.553828754928 SSHOT go 1538 120.77 1169019.969197185943 381534.340928751568 SSHOT el ( ell 1 'd ) 550 121.39 1168517.650326172588 381127.136669728323 ,\ SSHOT cl (eel'd) 1297 120.66 " 1168480.307722933125 381160.457000809256 . SSHOT 01 (oal'd) 1298 121.31 0 1168442.952844312880 381193.597005348478 SSHOT 01 (cal'd) 1299 121.51 1168405.595873132115 381226.905800028180 C el ( ell 1 'd) I', SSHOT 1300 121.45 1168403.307060310151 381229.009911918722 SSHOT 01 (oal'd) 1301 121.27 1168398.118815472117 381233.564563688939 - ~ ,\ I";::,'.'; '!'i< ;,. ",(,>> ',:~',<,,: .~~;~:,': :';,'i,:"~.1 "'l"";',:~"~':~,k~\~:,-::_:;:;;: ~." ,,' .-.-.'.-,,'1 :"'.'/<\'\'<' " ,,'"~,'~'- ,'~_:",' ;"i' ':-,;':",":.::-- T -- F r"'~" '.~ ",' " ~ 1 . . ;,.,:, ", ',-of""~ -~ , ... ~, , S5HOT ep@pc 1302 123.90 1168516.236925842008 381069.336435914040 S5HOT ep@pc 1303 123.79 , 1168561.593488678802 381123.119102048629 ~~i' ( S5HOT ep@poc 1304 122.84 1= ffi. 1168539.462510532234 381116.088735209487 a::::E S5HOT ep@poc 1305 123.18 <::> wu 1168517.563747847918 381088.776924120204 -'0 S5HOT ep@pt 1306 121.80 ~o enw 1168504.992905438878 381104.959207697364 ",x SSHOT ep@pt 1307 121.27 -'I- enu.. 1168515.430929090362 381125.889161805448 -0 S5HOT ep 1308 119.98 ~~ 1168468.244376970921 381161.475419858529 ~::; SSHOT ep 1309 120.17 u..<l: !Q~ 1168462.262395190075 381138.514123994217 I=~ SSHOT ep 1310 120.21 1168456.519401892787 381142.104494583618 ZI- S5HOT ep@pc 1311 120.58 -0 !zl- 1168399.592536248267 381189.986358680064 ww S5HOT ep@pc 1312 120.73 :::E ::> 1168427.142668437911 381197.551356531156 u S5HOT ep@poc 1313 121.08 0 0_ 1168416.907103712903 381219.593290200166 Ww S5HOT ep@poc 1314 120.94 I=U !!::15 1168389.729632145958 381193.558157468098 Z SSHOT ep@pt 1315 121.32 wen 1168424.576635431964 381238.316807316442 u- SSHOT ep@pt. 1316 121.59 i=X 017- 1168370.815844703000 381187.224596338114 Z '. Cr SSHOT cl@cl 1317 121.43 1168387.421331881080 381214.382524783316 SSHOT cl@sp 1318 120.57 1168429.680578957079 381180.080275335931 S5HOT clf3ap 1319 120.21 1168469.198199855164 381146.483859016735 c~ S5HOT clOap 1168509.229051125003 SSHOT clClap 1168537.188274790300 S5HOT edge grvl. 1168430.534703836078 SSHOT edge grvl. 1168439.447825019015 S5HOT edgo grvl. 1168408.974133634009 SsHOT edgo grvl.' 1168415.851797037059 1320 381115.499500108242 1321 381094.316428838822 1322 381164.213465159759 1323 381155.624040704744 1324 381135.205441688828 1325 381126.260002481169 121.91 . 123.98 120.30 120.27 119.48 .-~,~ L. Pi !I, '~f :Jp/~'Ir'" ,.___...__ 119.42 ..' j' .'" ,'~' \': ..,' 3t::' --~ ...............""'oG!,'J...".,~._,:-~LI.lJI...._~_"~~~lmIrI~ - i ~ r ~ '" .. ... SSHOT gs 1326 120.09 1168382.470895549981 381157.517589782015 SSHOT gs 1327 119.68 Z 1168367.319342767121 381135.420585084881 :i . i SSHOT gs 1328 120.21 ....ffi C 1168327.488157568034 381105.210893329640 ' - a:::E SSHOT hog-fnc 1329 119.94 ~::> -'u 1168303.502158448799 381086.342990731122 uO SSHOT brk 1330 122.46 enO enw 1168321.829512801254 381136.582211977220 wX SSHOT brk 1331 122.83 -'.... enu.. 1168309.748701470206 381127.078303435293 -0 SSHOT brk 1332 122.33 !:!!~ 1168273.472133660922 381092.734336640977 ~::; SSHOT gs 1333 121.89 u.< !Q~ 1168230.849283452844 381054.932921827480 Xw SSHOT pk 551 123.14 ....x 1168171.298694415018 381206.472181326360 Z.... ~~ SSHOT gs 55:2 118.98 1168270.432718420168 381025.053714554117 ww SSHOT c!@ap 553 122.33 ::E ::> 1168266.275432202965 381100.611262394290 u SSHOT cHlap 1334 122.65 0 c_ 1168302.760497903219 381134.802835346491 Ww SSHOT c!@ap 1335 122.44 Xu ....- 1168339.236011730740 381168.986910874606 !!:b Z SSHOT c!@ap 1336 121.60 wen 1168375.739283463918 381203.182461698598 u- SSHOT c!@ap 1337 121.51 i= ~, o ~ 1168412.260549508967 381237.415847803291 Z\ (, SSHOT c!@ap 1338 1:21.99 ,'<f 1168448.732194713084 381271.591522961680 SSHOT c!@ap 1339 1:22.66 1168485.216036847793 381305.778627227817 SSHOT c!@ap 1340 122.83 1168521.695031171199 381340.002310161188 SSHOT cHlap 1341 122.82 1168528.976555739995 381346.8:27436028863 SSHOT ep 1342 122.45 \-.. 1168520.510488355998 381355.5657861080:25 , SSHOT ep 1343 122.31 1168534.:256938419072 381341.138758795336 . e;1 SSHOT op 1168526.109814487165 SSHOT op 116851:2.8362:24888917 SSHOT op 1168490.167016716907 1344 381334.7627716364:22 1345 381348.96561:23340:25 1346 .. 381300.454466246709 1:2:2.37 122.48 122.29 -, 1 -- r- -- ~'-- - - :---- i;~---- ~ ;"'i.,I.':.-,: <'-".-;' ;':':".,i ;i~ ::'::~.~ :/". , : "'; <~,';':~""::' ,<:: ~.'. ';"',,',:','- , , /'<'~:f ,Or' o 1 ,~.! -1 -- .. ... S5HOT ep 1347 122.17 1168477.107116199797 381314.638808784424 SSHOT ep 1348 121.72 Z 1168453.496812623926 381266.098928226216 < .r SSHOT ep 1349 121.46 X I- \ ( I-ffi 1168440.880556054879 381280.747926030366 a:::E SSHOT ep 1350 121~27 ~::> 1168417.320333250100 381231.729725483572 -'u uO SSHOT ep 1351 121.00 enO 1168404.374350392958 381245.703183991369 enw wX S5HOT ep 1352 121.46 ;;::~I 1168408.762413584860 381223.666026809602 ~~I SSHOT ep 1353 121.10 1168394.737260140944 381236.688787595253 ~::; SSHOT ep 1354 121.42 u..<1 !Q~ 1168380.462592684198 381197.319060998387 ~~I SSHOT ep 1355 121.15 1168374.817990502110 381219.041562471190 ZI- S5HOT ep 1356 122.18 ~::? 1168343.116702613188 381163.987533594598 ww SSHOT ep@poc 1357 121.25 ~~ 1168365.753008079017 381212.938229080464 SSHOT ep@poc 1358 121.68 1168347.388095204951 381204.576136204123 ~~1 SSHOT ep@poc 1359 122.04 I=U 1168324.047862991225 381201.583378328884 ~~ SSHOT epEllpt 1360 122.44 wen 1168304.314546947135 381202.194073144346 u- SSHOT ep@pt 1361 122.65 i= i!;. 0,1;. 1168293.312886680011 381182.278190685553 Z, Ci SSHOT ep!!poc 1362 122.64 , 1168305.987676503137 381176.822543726594 SSHOT ep!!poc 1363 122.62 1168307.717688043835 381163.811456282099 SSHOT ep@pc 1364 122.53 1168301.607329281047 381150.335344548279 SSHOT cl@ap 1365 122.64 1168330.900020478759 381178.271539170586 SSHOT ep 1366 122.34 \--"' 1168257.935919632670 381109.214219590183 SSHOT ep 1367 122.00 1168269.991328465752 381096.733542283240 SSHOT ep 1368 122.23 1168228.383352968842 381082.453804134915 SSHOT cp 1369 121.99 .. . 1168241.012071555248 381069.453858936264 SSHOT w-pm 1370 121.99 1168225.373169725994 38105~.932657449273 \.,. y- O (., ;, _.~-- -- _._-~- ~--- -~.- ~ '0.: o (: -~ ~~ - .. Ifg; v-v---'- 'v-------!IIII - --'IIilI o - \ , - .. ... Z , < ..' x !z: ( I- w \ a: ::E ( 5SHOT sign 1396 123.04 ~::> 1168299.057769451058 381178.086479899473 -'u uO SSHOT sign 1397 123~20 enO 1168302.429586977084 381168.700828464003 enw wx SSHOT mail bo)( 1398 122.80 -'I- en'" 1168302.275487600826 381156.653260911349 -0 SSHOT hog-fnc 1399 122.57 ~~ 1168279.995638942113 381144.055096264929 ~::; 5SHOT hog-fnc 1400 122.51 u..< !Q~ 1168259.249552274821 381123.232525233761 xw SSHOT gs 1401 122.54 I-x 1168274.074284033151 381159.938965772861 ZI- SSHOT gs 1402 122.80 ~~ 1168248.216213950887 381137.440006788820 ww S5HOT gs 1403 122..24 ::E; 1168218.836965890136 381107.699251783662 t1 SSHOT out b-cor 1404 122.52 1168331.973685228033 381240.402036314306 Ww SSHOT out b-cor 1405 122.65 F~ 1168343.647785395151 381237.066354095237 !:!:b SSHOT out b-cor 556 122.27 Z\ wen 1168357.045065262122 381283.349741117388 u- SSHOT propane tk 557 122.01 -x' I- . ~~! 1168363.765739460243 381257.001023535908 C' SSHOT gs 1406 121.42 1168419.780533660902 381303.517501340073 S5HOT pp 1407 121.38 1168544.318746435922 381335.315149859875 SSHOT ep@ap 1408 122.17 11~8538.937258740189 381373.516891854000 SSHOT opClap 1409 121.98 1168510.423807568848 381346.869527986273 SSHOT cp@ap 1410 121.82 1_, 1168512.244066051906 381320.641048989317 SSHOT ep€lap 558 122.14 1168543.385590455029 381319.740698941518 SSHOT wmet 559 122.86 'I 1168498.382566374959 381353.467496918689 SSHOT w-pm 560 122.11 i. . 1168578.389769203030 381378.242760408670 SSHOT w-pm 1411 122.28 1168522.323852664791 381325.769062458014 SSHOT epClap 1412 122.22 1168558.430119872792 381361.207748401386 \-~ SSHOT w-pm 1413 122.86 t:#" 1168513.363940748153 381337.000464715646 .' 5SHOT cp(!ap 561 122.69 (I) (I) "~I 1168574.153810032178 381353.776421163057 " ,~ 5SHOT oLlt b-cor 563 123.05 \".... C 1168230.179928236175 381133.817157380981 ;<' SSHOT out b-cor 1414 122.77 1168229.596944293007 381120.029839478317 S5HOT clClap 500 120.29 1168235.344946268015 380708.620549505635 -'~ -- - z <. xl- I-ffi a:::E ~::> -,u uO enO rnW wX -'I- enLL -0 ~~ ~::i u..< ::> !Q 01 Xw I-x ~~I ww ::E31 :::l"1 8~11 ww xu :;;g z wen u- i= ~. ~ ~! c c o . (\ T- --mft ..... -- -- ... o 'I o .~ "i .. " \, SSHOT cHlap 1000 121.12 1168267.255696324864 380747.091537326283 SSHOT cl12ap 1001 121.97 1168299.190176588018 380785.594550442765 SSHOT c16ap 1002 122.71 1168331.082313959720 380824.057916188380 SSHOT cl@ap 501 123.57 1168363.036272635916 380862.551360275480 SSHOT c16ap 1003 124.27 1168394.963262265781 380901.014601138129 S5HOT cl@ap 1004 124.32 1168400.020928847836 380907.148173667141 SSHOT cHlap 1005 124.46 1168426.884781074012 380939.524766424671 SSHOT cl@ap 1006 124.52 1168458.790706187021 380977.996394190704 SSHOT c16ap 1007 124.60 1168490.713309866842 381016.479774043022 S5HOT c1@ap 1008 124.51 1168522.661745680030 381054.994295083219 SSHOT ep 1009 124.04 1168512.043357535033 381063.933728459291 5SHOT ep 1010 124.16 1168480.233735614922 381025.025122114632 SSHOT op 1011 124.22 1168448.330080884975 380986.436183697951 SSHOT cp 1012 124.09 1168416.406823751284 380948.196918912057 SSHOT eplllpc 1013 123.74 1168395.787446375936 380924.378446772171 SSHOT cp@poc 1014 123.07 1168380.406794538023 380919.520302066579 S5HOT eplllpt 1015 122.42 1168353.515529410914 380917.191180666268 SSHOT opl'.!pt 1016 122.24 1168344.304846694693 380899.102572853211 SSHOT op@poc 1017 122.69 1168354.430392670445 380896.591882105975 55HOT oplllpoc 1018 122.92 1168359.602051851107 380885.409645962820 5SHOT ep@pc 1019 122.98 1168359.009814742953 380880.141756577534 55HOT cp 1020 122.95 1168352.314693607623 380871.607794234238 SSHOT cp 1021 122.82 1168345.971494745929 380863.846444017370 SSHOT op 1022 122.30 1168320.345611161785 380833.189579557569 \_.. i.. j ~ ./ o -\ r o f OJ, . I ~~H"" H,.... xI>" . "'''''. ..' 1IlJI,,,,'VCb,,-d ,/ ,'rill'" ~~ ~ '. ~.~~. ':<";: ',' t,/,~~,"'-'r.l:;i:~i(,~ I ,'~ R~- ,. -- "'q" aaiIii'I----.. - -aIa"t- ~rrtv'"-~ .0> o -~ 'i ...- .. ... S5HOT ep 1023 121.45 1168287.935855409829 380794.840647795820 S5HOT ep 1024 120.58 Z 1168255.873956594849 380756.717830463022 < .1 S5HOT ep 1025 119.67 X I- i ( I-ffi 1168223.943941236008 380718.144951464026 a:::E <::> Wu -'0 Uo ffi ~ I -'I- enu. -0 ~~I ~::; u..< !QS Xw I-x ZI- S5HOT ep 1026 119 .80 ~~ 1168245.686390476068 380700.268629004364 ww S5HOT ep 1027 120.47 :::E~ :::l . 1168257.880144473165 380690.603898409929 U SSHOT ep 1028 120.84 0 0_ 1168277.540304184193 380738.647209386865 Ww SSHOT ep 1029 121.20 Xu 1-- 1168289.629185212078 380728.696307961771 !:!::b SSHOT ep@pc 1030 121.39 Z 1168300.221227900125 380765.710633696290 wen U- SSHOT ep 1031 121.55 -x 1-.., 1168311.544868879253 380755.124330590770 0\ Z. Ci SSHOT ep@poc 1032 121.32 . 1168311.959241085919 380769.328953736287 SSHOT ep@pt 1033 121.80 1168321.883353460114 380767.393797408266 SSHOT ep 1034 123.36 1168403.019835669082 380770.536668922869 SSHOT cp 1035 121.72 1168309.734205543995 380777.013383392419 SSHOT ep 1036 122.39 \....,.. 1168341.751928409794 380815.151222656074 SSHOT epl3pt 1037 122.21 1168358.562675806228 380798.513478486915 SSHOT op 1038 123.23 1168367.252507272875 380845.931884081918 SSHOT opflpoc 1039 122.04 '- 1168355.395688217832 380802.411928055924 SSHOT cp 1040 123.4,1 1168373.738858491182 380853.689187362732 SSHOT epl3pc 1041 122.15 1168365.570958362892 380820.020510033821 ,.1 S5HOT op 1042 123.70 1168405.671194567811 380892.224257052119 . S5HOT cpflpoc 1043 122.33 ., 'J 1168381.627464951016 380825.146673511714 55HOT op 1044 123.70 ;,', ".;..;.:;.. (i 1168410.821714097867 380898.283306244120 55HOT opt!3pt 1045 122.94 ,... 1168408.430035501951 380816.329196456645 S5HOT cpt!3poc 1046 122.77 .~;' 1168395.663361717016 380822.059411431313 3~ "11'!"~ -~~- --,.-- ~~ z <. x I- i I-ffi a::::E ~:::l -'u uO enO ffi ~ I -'I- en u.. -0 ~~ ~::; u..< !!2~ Xw i i=1 1-0 zl- ww ~~ g~ o !::l1 Ww Xu ~i= !:!:~I wen\ ~ 3:1 ..... ""'_11 o f~\j z '\ SSHOT ep 1168437.767442797078 SSHOT ep 1168440.209060766967 SSHOT ep 1168469.898075124715 SSHOT ep 1168484.4700364S7060 SSHOT ep 1168501.813251204090 SSHOT ep 1168528.416148429271 ( c SSHOT ep 1168533.587521355133 5SHOT ep 1168537.378874125192 SSHOT ep 1168493.319826100022 5SHOT c1@ap 1168400.767061976949 SSHOT ep 1168450.081356803188 SSHOT c1@ap 1168444.898013015045 5SHOT epfilpt 1168410.148606181145 SSHOT c1E:lap 1168489.019609115785 5SHOT ep@poc 1168393.263714720961 SSHOT c1€lap 1168533.134254903300 SSHOT epf3pc 1168398.535309042782 SSHOT c1 ditch 1168250.727204205236 SSHOT c1 ditch 1168217.435163778253 SSHOT cl ditch 1168283.344381552190 SSHOT c1 ditch 1168250.228332892992 5SHOT c1 ditch 1168306.831479832297 SSHOT cl ditch 1168282.987533931155 SSHOT c1 ditch 1168314.566404558020 . c. ( / j'i I:' -- -~- - - - III - -11:I:. _ ~-f- II o o li;-: *~ ~ .. ... 1047 123.78 380930.405286171532 1048 123.30 380798.578576668166 1049 123.91 380968.715757806844 1050 123.79 380775.740251578565 1051 123.79 381007.254753137124 1052 123.47 380752.007063242258 1053 123.82 381045.650501503726 1054 123.33 380768.773514021770 1055 123.63 380792.379637081583 1056 122.98 380831.349595956970 1057 123.09 380817.396891718730 1058 123.37 380807.814846934518 1059 122.66 380839.092392536637 1060 123.78 380784.291948771919 1061 122.98 380858.964445211052 1062 123.49 380760.778249569819 - 1063 123.66 380884.057258980698 1064 118.59 380695.447547744960 1065 118.80 380723.842987303622 1066 119.74 380733.984143208945 1067 119.89 380761.585468911915 1068 120.67 380760.867105781043 1069 120.63 .380801.802153984550 1070 121.37 380838.276095539157 i. ,) ..... /' 'I' 0 -\ \'--~ o 37 -17 Tt """if" _~tl'L-- -' -w ~v- - -- ,- _:aI1Si -,- HI iliI o ~ o -~ ~ ..- .. '.. " SSHOT c1 ditch 1071 122.14 1168346.451701879036 380876.815176934411 SSHOT c1 ditch 1072 122.62 Z 1168352.586895613000 380884.224882638082 <~" S5HOT top ditch 1073 122.76 1= ~ I C 1168415.942999488907 380892.369855751924 a:::E ( 55HOT c1 ditch 1074 122.93 ~::> -,U 1168381.152248278959 380922.036155717331 ~gl SSHOT top ditch 1075 122.16 en w, 1168442.016339935130 380926.505310930079 ~~I SSHOT c1 ditch 1076 123.27 en u..1 1168412.711074147141 380951.747264438891 -0' W~I SSHOT top ditch 1077 122.28 ~ :JI 1168462.846640522126 380947.842552130809 SSHOT cl ditch 1078 122.73 u..~1 1168441.398201528005 380992.131925276422 !Il ~I SSHOT top ditch 1079 122.08 I-x 1168483.065013032872 380964.198695416388 ZI- ;::0 zl- wWI ~~ g;5j 0_. Ww Xu I-i= !:o Z wen u- -X" 61;.'] Z \, C. S5HOT top ditch 1080 122.17 1168485.251842439407 380974.284301846987 SSHOT top ditch 1081 121.99 1168474.443381286925 381029.667413046467 SSHOT top ditch 1082 121.59 1168506.832685678033 381003.336211151560 5SHOT top ditch 1083 121.85 1168505.539495792706 381069.179383818817 SSHOT top ditch 1084 121.71 1168517.985947963782 381014.416777813050 \,....... SSHOT top ditch 1085 121.61 1168506.740157444729 381081.545473981707 SSHOT top ditch 1086 123.21 1i68541.702207206981 381044.318005728070 . S5HOT epl:!QP 1087 122.75 1168400.398083137115 380846.921769066772 '- SSHOT ep@ap 1088 122.90 .) 1168395.540013762191 380854.402170098678 /. ;/' ' SSHOT epf.lap 1089 122.93 1168417.184884150978 380863.889973306621 S5HOT cp13ap 1090 123.08 -\." 1168413.399956599809 380870.612135532429 . I~ ro, . SSHOT top 1091 123.08 1168210.59937863~832 380726.588913343032 0 0 5SHOT top 1092 '119.57 1168248.545059121950 380697.654466991604 (, SSHOT top 1093 123.91 1168244.669915952953 380766.~62329308223 SSHOT top 1094 120.58 1168281.006316976389 380735.977229329292 38' I /, I.EJ ~- ~'. ~~- - '- ~ o ,,- o .~ 9 .. '.. SSHOT top 1095 123.88 1168277.714492923813 380803.209532079345 SS:.tOT top 1096 121.21 Z 1168303.567185063846 380762.274266261724 < .: SSHOT top 1097 124.28 X 1-, ( ~~I 1168311.013387826970 380841.163068064721 SSHOT top 1098 119.43 ~::> 1168252.428571171826 380694.914450852433 -,U uO SSHOT top 1099 124.22 (I)~I 1168336.862958173035 380870.907732223626 ~ 1=' SSHOT top 1100 120.78 enu.. 1168287.210339376936 380731.051230395446 -0 SSHOT top 1101 124.53 ~~ 1168343.112040902255 380879.157266836613 ~::; SSHOT top 1102 121.20 u..< !Q~ 1168308.663800635375 380760.273207612161 XW SSHOT top 1103 123.74 I-x 1168352.371627480024 380892.108096145676 ZI- SSHOT sign 1104 121.35 ~~ 1168310.387914960971 380759.114525103883 W UJ SSHOT sign 502 122.84 ~; 1168412.222710840171 380844.253295616072 u . SSHOT sign 1105 122.66 0 0_ 1168379.565206025960 380811.965130280063 Ww Xu 1-- !:!:b Z wen u- i= F' ~~ c- SSHOT sign 1106 122.66 1168371.413435524795 380805.537017768831 SSHOT oian 1107 123.26 1168403.833606573986 380880.027385990252 SSHOT sign 1108 123.91 1168384.955386444926 380926.510137466772 SSHOT !Sign 1109 123.20 1168347.368688066024 380895.351545847137 SSHOT ellgn 111 123.99 . . 1168332.544328821823 380867.680379447818 SSHOT pp 1111 122.01 1168240.935593090951 380759.203084344976 . SSHOT pp 1112 124.06 1168348.441169344122 380885.729490631958 SSHOT pp 1113 123.10 1168407.110315622995 380886.017890246352 . SSHOT pp 1114 123.91 1168391.208095776849 380933.336203748418 SSHOT Clign 1115 122.38 1168462.439912620932 380941.516789408342 ~' SSHOT cyc-fnc 1117 120.27 1168256.205579367001 380690.312653456931 SSHOT cyc-fnc 1118 120.96 1168288.314862942789 380728.873148795334 3' '. .) / 'I' 0 -\ r--~ o v - - ~-- :....- ,-,';--) - - - -- '0.' o .~ ~ - .. ... " SSHOT cyc-fnc 1119 121.66 - 1168319.395588699030 380765.905895686592 SSHOT cyc-fnc 1120 122..11 Z 1168328.237151682377 380759.473387846781 < .j SSHOT cyc-fnc 1121 122.18 X !z' ( I- wi 1168334.596027689986 380766.636822016677 a:::E I SSHOT cyc-fnc 1122 122~25 <::> Wu 1168359.904632246122 380797.782763592724 -'0 S5HOT cyc-fnc 1123 123.17 U01 ~~I 1168402.842559207231 380771.410612009291 ~~ SSHOT go 1124 122.44 en"- 1168395.274570385926 380800.334651846788 -0 SSHOT go 1125 122.99 ~~ 1168430.584708682960 380779.886241536005 ~::; SSHOT gs 1126 123.66 u..< !Q~ 1168486.058168533957 380760.262761257240 XW SSHOT 9S 1127 123.83 I-x 1168521.203264338896 380737.121352847258 Z~ SSHOT go 1128 124.05 ~~ 1168513.101326747332 380727.895112991333 ww SSHOT go 1129 123.78 ~~ ~~ 1168480.454728627112 380747.627187340870 SSHOT gO 1130 123.13 1168437.629555073101 380765.210949747881 Xu SSHOT gs 1131 122.18 1-- 1168433.683841111139 380858.620116594830 !!::b SSHOT gs 1132 123.25 ..Z\ wen 1168461.617745494004 380842.016751036572 U- SSHOT gs 503 123.79 i= ~, 011, 1168505.108071767027 380813.372124500107 Z\ Cl \.-'" - I. '= .'1 ... (J SSHOT edgo grvl. 1168534.240013684845 SSHOT edge grvl. 1168533.029844772071 SSHOT hog-fnc 1168539.986415824853 SSHOT hog-fne 1168525.089933822863 SSHOT hog-fnc 1168511.898471192922 SSHOT hog-fnc 1168483.399121942231 1148 381035.010724944354 1149 381044.421473964117 517 381002.632817731123 518 381013.006553059211 1150 380997.925617516041 519 380962.875698203163 123.53 123.84. 121.58 121.40 121.45 122.27 #1 1IfI"W""- .-'- ~- ........ -- :;:" ','j,'" 'j':.:>." ,:'. ,::':, "r/: - ~~~ Q. o f' -~ \;: - .. ... , " ~, " ....c,_.. SSHOT hog-fnc 1151 122..03 1168506.534682643833 380942.941416833608 SSHOT wmet 1152 121.60 1168499.261279786937 380990.240715327498 Z , C' 5SHOT sign 1153 123..22 < OJ 1168428.647750601871 380973.219252042356 X~' ~ ai I SSHOT fnc-is 1154 123.51 a:::E 1168391.737220262177 380930.308827368543 ~::> -,u 5SHOT hog-fnc 520 122.71 uO 1168427.833813017700 380975.154239015828 enC enw SSHOT out b-cor 521 123.63 wX 1168368.036504260963 380928.657234104699 -'~ ~~j SSHOT wood fnc 522 122.59 ~~ 1168413.958435445791 380994.156489595654 ~:;; SSHOT out b-cor 523 122.73 u..< 1168346.022969153943 380928.898682683939 !QS SSHOT out b-cor 524 123.39 Xw 1168368.930645475164 380944.997494006413 I-x SSHOT gs 525 119.91 z~ -0 1168323.094865189865 380961.108929054637 !z~ SSHOT wood fnc 1155 120.82 ww. ~~ 1168323.854638727149 380930.023999357887 SSHOT tel. j-box 1156 123.99 1168345.527562901843 380884.421025964897 0_ SSHOT fh 526 122.91 Ww Xu 1168409.090681144036 380872.452582820319 ~- SSHOT flowline @ pvmt. 1157 121.28 !:!:b z 1168316.680468242150 380769.691477892688 ~ !QJ SSHOT flowline @ pvmt. 527 121.57 i=~ 1168330.243421198102 380786.030411884072 O~ (, SSHOT flowline @ pvmt. 1158 122.19 z' ): 1168345.918612184003 380811.482106614800 , SSHOT f lowli ne @ pvmt; 1159 123.06 1168372.220893612132 380841.978462031111 SSHOT f lowli ne @ pvmt. 1160 123.24 1168377.824743442237 380850.505009134475 SSHOT f lowli no @ pvmt. 1161 123.15 1168392.086007427191 380865.554607108817 SSHOT out b-cor 528 122.01 1.-.... , 1168506.768434905913 380948.425139617757 POINT gr 1:278 122.40 1168575.:228799999924 381295.077400000009 i. '. ~\. . / r-~ o {:, POINT gr 1168653.700200000079 POINT ep 1168608.920500000007 POINT opQop 1168641.092500000028 1279 381249.152999999991 1280 381269.439100000018 1281 381243.347499999916 122.85 122.57 122.72 )~~ \: ,<::,;:':';,: ;.:~':.': '^'",' ':, ,,-:,,; L~' " ", i ~.~--WDr.--lm"'" ~ IOO_~ ~~-- fti," ou. ~n__ 'i'" , 'J', .- /. ~I ~ .;i i= ffil 'c) a:::E ~a uO enC ffi~ -'I- enl1. -0 ~~ ~::i u..< !QS i=~ ZI- ~~ ~wl :::l ('l o 0_ ~~ I-i= !:!:o z ti!Q i= i!;. ~~. (''''--:. X} POINT eplilap 1168645.498900000006 POINT out-bidg cor 1168617.351952135097 POINT out-bidg cor 1168666.742099999916 POINT out-bidg cor 1168701.589199999813 POINT S-N 1168674.104599999962 POINT S-N 1168685.903200000059 POINT S-N 1168711.384899999946 POINT S-N 1168708.569200000027 POINT S-N 1168711.438499999931 POINT ep@ap 1168732.066499999957 POINT ep@ap 1168714.211499999976 POINT hog fnc 1168407.539199999999 POINT hog fnc 1168432.770500000101 POINT hog fnc 1168451.628199999919 POINT hog fnc 1168442.456999999937 POINT hog fnc 1168420.135100000072 POINT hog fnc 1168418.674700000091 POINT hog fnc 1168388.714999999851 POINT hog fnc 1168347.805399999954 POINT hog fnc 1168311.281799999997 ..'. k,l ~ /. } t ,~ ,~".. ',';ji ,:;!,{>'~"i:,:>^ (",.'~';- .,:,: ~-..:,,/'-:, - """"'- ;.- ";,:\ .: )': ::::,:~:; ,.' "'., ;:', ':j{ :-~r?;:,.., ,'p":~,~ ~' '" " '~~ '.'" .' /~ '~ ~'" " . 'i \'/'~'~ -III 1282 381225.118900000001 545 381326.797038076096 1283 381285.958299999998 546 381328.252399999939 547 381283.558500000043 1284 381284.181400000001 1285 381315.039299999946 1286 381324.460799999943 1287 381315.012799999968 1288 381328.177999999956 1289 381307.509699999937 548 381002.054800000042 549 381080.299600000028 1290 381138.717300000077 1291 381146.445400000026 1292 381156.159800000023 1293 381167.052900000068 1294 381188.688799999945 1295 381157.356599999999 1296 381128.796499999997 '.. 123 . 19 123.27 123.68 ; 123.17 123.36 122.90 122.61 123.02 122.51 122.27 122.52 121.34 119.68 119.85 120 119.79 120.26 121.20 121.86 122.76 "\ . r.... !.i...lf.......,'-.-..,,_......_.._......._....~.........J:f.~1I1INIl'f . l . ...,..,....~~7""""..1f.....' ;l",~" "".~-I~~ .... . . ". . ,......~""',..I~~__',ilf,~r~MV\.;t\"'.J'o,t~..~')t-Mlf'm~tl'!~l .J./J v-~ ~V-- - "'--1 "-~. -~ IIMI- .llilDta!I!IlI - 0.' o .~ 'i -- .. '.. <:\ z ~.-:i <: I- z! a: ~l POINT 500 ~::> 1168552,665400000056 381136.186600000074 -,u POINT 501 uO en 0 I 1168440.240799999796 381236.226199999976 en W I POINT 502 WX1 -'I-- 1168535.970299999695 381325.929500000027 enu. -0 POINT 503 ~~ 1168623.337499999907 381407.796700000064 ~::; POINT 504 u..< 1168714.684899999993 381331.495899999980 ::> !Q OJ POINT 505 ~~I 1168641.424899999751 381243.183399999922 2:1-- POINT 508 ~~ 1168842.378000000026 381485.425999999978 ~~.j POINT 509 a~ 1168970.071100000059 381639.356099999975 POINT 510 81 1169129.700299999910 381831.784099999990 Ww POINT 511 ~~ 1169078.160600000061 381833.987899999949 !!::b POINT 512 z 1168917.392699999968 381683.340599999938 wenj u- POINT 513 -x. I-- ~, 1168770.365100000054 381545.568700000003 o ~ z . C\ POINT 1 1169914.791100000031 383452.109699999972 POINT 2 1169880.609299999895 383385.745400000073 POINT 3 1169873.589600000065 383410.644900000072 POINT 5 .~ .. 1169673.483800000045 382523.740500000073 POINT 6 1169503.383900000015 382254.194799999881 POINT 7 1169884.662999999709 382124.666999999958 POINT 9 1169923.941399999894 381133.174699999974 POINT 10 .. 1169894.450699999929 380945.760800000047 POINT 11 1169897.461700000335 380964.895300000033 POINT 12 1169861.643600000069 380835.007700000075 \.:\ POINT 13 1169923.947599999839 381133.173699999927 \ . POINT 14 0 0 1169884.676699999953 382124.671299999929 POINT 15 \~ <.. 1169673.465099999914 382523.756500000018 POINT 17 1169880.457299999893 383385.753800000064 POINT 19 1168963.338600000134 381547.273800000083 ! ILl : ~'IIP ..........- ~ ""'!-'--- - Il",- -- ... o - o .~ ~ .. '.. , 1 '. Z < .1 X I-! ( I- Z, a: ~I ~::>! -,U uO en 01 tl)W WXI -'I- en'" -0 POINT 20 ~~ 1168678.613600000041 381213.628499999992 ~::; POINT 21 ...< !Q~ 1168363.723699999973 380825.833999999973 ~~I POINT 22 1168356.640300000086 380854.851900000067 ZI- POINT 23 ~f2 1167864.013400000054 380259.417100000021 ww POINT 24 ~~ 1167055.613999999827 380262.442799999961 POINT 25 c_ 1168286.371400000062 380791.044400000013 Ww POINT 26 Xu ~i= 1168812.437300000107 381436.601400000101 _0 POINT 27 Z wen 1169014.239000000060 381696.213899999915 ~~,J POINT 29 0,1, 1169503.459000000032 382254.144899999956 Z\ C POINT 30 1167180.757699999958 380930.554999999993 POINT 34 1167266.046400000341 383595.511800000037 POINT 35 1168590.418800000334 383523.810800000036 POINT 36 1167223.401999999769 382263.033399999898 POINT 37 '-' 1169888.217399999965 382143.558699999994 POINT 38 1168521.200600000098 380882.781299999973 POINT 39 1168555.809700000100 382203.296100000036 POINT 40 i. . 1168519.419400000013 380867.795800000022_ POINT 41 j .... 1167202.079900000012 381596.794200000062 ;' POINT 42 1168538.505200000014 381543.038699999976 \. POINT 43 ~ ,., 1168529.852900000056 381212.909999999974 . . \'" . POINT 44 0 0 1167191.418800000101 381263.674600000028 POINT 45 ..' 1167220.118199999910 381222.557299999928 C' POINT 46 1167212.018399999943 380969.466200000024 POINT 48 1168498.824299999746 381174.058099999966 ~~--~ -- ---~... ~ -- o (. -~ '1 .. " - ' "- POINT 49 1167822.161000000080 380947.720599999942 POINT 50 Z 1167829.490100000054 381199.444800000056 <. POINT 51 x!z ( I-w 1167889.446999999927 381197.170800000022 a:::E ~:::l -,U uO 0 en wi ffix -' r-I en"- -0 ~~ i2::i u..:!j !QO Xw r-x Zr- POINT 52 ~gl 1167882.122900000075 380945.583600000071 I~ POINT 53 1168495.545399999945 381048.947999999975 POINT 54 1167885.784900000086 381071.377200000046 Ww POINT 55 Xu ~13 1169861.108999999939 381793.525800000003 Z POINT 56 wen 1168546.638199999928 381853.355700000015 u- POINT 57 i= ~. " ~ ~, 1168540.594800000079 381622.769299999965 I C> POINT 58 1169876.674300000072 381575.151100000076 POINT 201 1169461.923900000053 382187.152100000007 POINT 202 1169256.885100000072 382357.380200000014 POINT 203 1169494.567700000014 382236.865099999937 POINT 204 '-' 1169503.300300000003 382254.087699999975 ( POINT 205 1169200.166099999661 381871.868799999938 POINT . 208 1168399.987299999921 380907.114099999948 - POINT 209 i.. 1168420.298400000203 381213.816000000050 POINT :210 1168554.973599999910 381093.976599999936 POINT 211 1169067.752300000051 381736.332399999956 \. POINT 212 ~I" 1169241.620399999896 381608.564599999983 r'~ POINT 213 0 Ci) 1168200.114199999953 380914.237600000051 ponn 215 (j' 1168533.151899999939 360760.811199999996 POINT 216 1168235.343899999978 360708.608400000026 POINT . 217 1169251.242499999935 382017.924999999986 .- y--- ---~.. - z , ~~: r- ffi I a: ::E I ~::> -,u uO en 01 ffi~i -'r- enu. -0 ~~ ~::i u..< !Q5 ~~j Zr- ~~ ~~W.' ::> ' u o 0_ Ww I=u !:!oS z wen u- i= ~, o ,/~ Z \, POINT 1168528.971900000004 POINT 1168237.089500000002 POINT 1168403.256499999901 POINT 1168371.172199999914 POINT 1168171.315900000045 POINT 1169384.574999999953 ( C\ POINT 1169132.843799999915 POINT 1170085.342900000047 POINT 1170085.356099999975 POINT 1169292.789899999974 POINT 1168492.266400000081 POINT 1168524.472499999916 POINT 1168588.081599999918 POINT 1168524.197699999902 POINT 1168626.411899999948 POINT 1168834.353899999987 POINT 1168866.295800000196 POINT 1168898.237699999940 POINT 1168962.121599999955 POINT 1169026.005499999970 POINT 1169089.889299999923 POINT 1169128.219700000016 POINT 1169192.103499999968 POINT 1169255.987399999984 \1 . . (} - .1lHDI!-- --- ~- --- "0. 'I o ~'l :j _. '<l.... '"; III " , 219 381346.779999999970 220 381073.272199999948 221 381228.978699999978 222 381198.914099999936 223 381206.494300000020 224 382093.985900000087 228 381912.637100000051 16 382659.532300000079 4 382659.484699999972 8 381983.431299999997 47 380923.838000000047 300 380882.663400000019 302 381091.117200000095 301 381014.183100000024 303 381137.277599999914 304 381387.697999999975 305 381426.165000000037 306 381464.632099999988 307 381541.566099999996 308 381618.500200000010 309 381695.434300000081 310 381741.594700000016 311 381618.526799999971 312 381895.462899999926 \_' ~ . I' 0 \"\ \ o '".:I,' i f7,'l ;." if!...J --w- - v--~- o~ - o 1M " " -' POINT 313 1169319.871299999999 381972.396899999992 POINT 314 z 1169353.090899999952 382012.402699999977 < . POINT 315 Xl- ( I-ffi 1169404.198000000091 382073.949899999949 a:::E POINT 316 ~::> 1169500.365599999903 381994.095099999977 -,u uO POINT 317 enC 1169449.258499999996 381932.547800000059 enw wX POINT 318 -'I- enl1. 1169416.038900000043 381892.542100000079 -0 POINT 319 ~~ 1169352.154999999795 381815.608000000007 ~::; POINT 320 u..< !Q5 1169288.271100000246 381738.674000000057 ~~I POINT 321 ZI- 1169224.387300000060 381661.739899999928 ;::0 zl- ww ~~ o ~, Ww XU ~~l z wen u- i= j;: O~ Z. C) POINT 322 1169186.056899999967 381615.579399999988 POINT 323 1169122.173100000015 381538.645400000038 POINT 324 1169058.289199999999 381461.711299999966 POINT 325 1169135.223299999954 381397.827400000009 POINT 326 1169071.33940000~172 381320.893400000059 POINT 327 1168994.405299999984 381384.777200000011 POINT 328 1168962.463400000008 381346.310200000007 '.1 POINT 329 0 1168930.521500000265 381307.843200000003 POINT 330 1169007.455500000156 381243.959300000046 POINT 331 1168799.513499999885 380993.538899999985 POINT 332 1168761.183200000320 380947.378400000045 . POINT 333 1168741.949699999997 380963.349399999948 POINT 334 1168678.065799999982 380886.415300000052 C POINT 335 . ,~ 1168674.618600000162 380882.264000000083 POINT 336 1168520.165199999930 380882.816899999976 ......"*' ) ./' 'I' ElII1 --0 .~ ..., i.. o ~\ r' o ;~;:('. ,~~. i .1 ! 1 I ,I 'I 101 ..".- _.n. ... - v -,--~_.-.~~ v.iUlm' . - --- ~ .~~-II(1i<r - - -- ~--~ -- o( o ,Ii' \ -'""i 'i - III '.. POINT 337 1168519.901599999983 381009.009300000034 POINT 338 ~ .! 1168418.134400000097 380886.453200000047 X !z: ( POINT 339 I- wI 1169381.117799999891 382093.115099999937 a: ::E I POINT 340 ~::> 1168380.260800000047 380887.803000000073 -'u uO SSHOT ep 1770 117.69 CJ)~! 1169174.086320911068 381960.331556745514 ff3 XI SSHOT ep 1771 118.25 -'I- enu. 1169137.531662576832 381926.303052214498 -0 SSHOT ep 1772 118.34 ~~ 1169128.398973283125 381917.599506411818 ~::; SSHOT ep 1773 118.27 u..< !Q5 1169037.817145528039 381813.434416553529 XW SSHOT ep 1774 118.10 to- :1:1 1169095.743207667954 381865.735353526019 ~~I SSHOT ep 1775 117.82 1169140.155603353400 381904.457587383629 ~~ SSHOT ep 1776 117 .77 1169149.372719136765 381913.021652620286 SSHOT ep 1777 117.56 c_, 1169186.704423284857 381946.008376339159 Ww E~I _0 Z wen u- i= j:,- o <. Z\ (; SSHOT cUlap 1778 117.94 1169179.492874841206 381954.119333976472 SSHOT cl@ap 1779 118 .26 1169142.167445105966 381920.896738065465 SSHOT toe 1780 117.41 1169188.546452524839 381944.271278801258 SSHOT toe 1781 117 .68 1169152.435846751090 381910.289074200613 SSHOT toe 1782 117.62 1169142.516844097991 381901.348284550419 SSHOT toe 1783 117.84 1169090.144530401100 381855.899177725310 SSHOT toe 1784 117.84 1169035.888948937878 381805.220778423594 5SHOT top 1785 118.39 1169037.930983776925 381805.860329944640 " SSHOT top 1786 118.40 1169084.~71258982224 381848.978686014831 5$HOT top 1787 118.77 ( 1169141.142693021102 381896.647593129484 S5HOT c;lign 1788 117.72 1169191.763343541184 381943.498918135883 SSHOT l"CP 1789 115.93 1169208.386067793101 381954.793628277141 ~~-- ... ,) ,/' }, /...'::;:,,:,.,., . . , . tt:,' "t..,.., ,~.'.8',,"" ,;"";,'1'(1,,.,. r~..~ ..:.,.- "(~~:,:'~~~":~;L\:'tJ>t~":"~;' 1,1 1'1 \'1' 1,''' -. .. 0 o ...... -- ---,- . ~ - o ;- o .. SSHOT toe 1790 116.00 1169211.006117289886 381951.324819041882 SSHOT toe 1791 116.64 Z 1169213.434744981816 381946.659978773212 ~~! ( S5HOT toe 1792 117.51 I- :z I 1169211.841782839037 381948.170872047253 a: ~ I S5HOT top 1793 117.36 ~al 1169216.419510452077 381946.272528607980 -'0 SSHOT top 1794 117.51 Uc ~~I 1169210.453506747959 381942.429231296584 ~I- SSHOT top 1795 117.90 enu. 1169205.264388103271 381949.505068841681 -0] SSHOT top 1796 118.07 ~~i 1169214.301974921022 381953.840015646711 ~ :;f SSHOT gs 1797 118.26 u.< en::> 1169163.450537272962 381896.964020585991 _01 SSHOT 1798 118.26 Xw gs ~ 1=1 1169111.053612827091 381839.409355158219 SSHOT gs 1799 118.90 !z~ 1169047.399658761220 381785.150678271893 ww SSHOT w-pm 1800 118.25 ::E~: a~' 1169043.367845564848 381816.910493938543 8 -1 SSHOT w-pm 1801 118.08 1169086.489337807754 381856.176356868411 Ww SSHOT w-pm 1802 117.59 Xu I-i= 1169179.430720473873 381938.961921366514 ~~l SSHOT wv 1803 117 .42 wen 1169163.116981660016 381953.892984563543 u- SSHOT w-pm 1804 117.52 ~~~ 1169239.994142964948 381990.535175352066 C SSHOT S-N 1805 117.70 1169165.036175160203 381955.845965414832 SSHOT w-pm 1806 118.30 1169146.479370841989 381970.932542717143 SSHOT cntr. cb 1807 117.57 1169184.251090268837 381970.569932932383 SSHOT epl:lpc 1808 117.73 1169161.644988820888 381949.984124850656 S5HOT opl:lpoc 1809 117.63 1169164.231060517021 381959.655587467889 . SSHOT cpl:lpt 1810 117.96 1169159.907446638215 381967.958514662401 SSHOT op 1811 118.45 C 1169138.847205716884 381985.329200067499 SSHOT cp 1812 118.37 1169149.940201576799 381998.776031072135 SSHOT op(lpc 1813 117.80 1169173.790145867970 381978.831872071372 I .!.-.Jf.~~'[!5:!IX;~:~'. ~a.....--__ - ---- -.... '\ ~ '1 ., \_.,.. " J oF' /' '.." ~\.. r-.t o o - "~ 'i .. ... ,. ,I \ .:l SSHOT ep@poc 1814 117.63 1169182.870677839965 381974.852193545725 SSHOT ep@pt 1815 117.87 1169192.987010369077 381979.302436355152 Z , C SSHOT tbc@poc 1816 117.86 ~~I 1169184.891604909208 381975.425143581990 I- ffi I SSHOT tbc@pt 1817 118.01 a:::E 1169175.688243279932 381977.824597398052 ~::> SSHOT tbc@ap 1818 118.61 -'u UO 1169152.852364040911 381996.872187393543 rJ)0 enw SSHOT bk-wk 1819 118.70 wX 1169155.032525877003 381999.919406716828 -'I- enu. SSHOT bk-wk 1820 118.09 -0 w 1169178.308154667960 381980.587258051324 :::E ?: r SSHOT bk-wk 1821 117.94 ~::; 1169184.402275693137 381979.036287022580 u..< !Qa S5HOT bk-wk 1822 11 7 . 98 Xw 1169190.264014440822 381982.441289006732 I-x SSHOT gs 1823 119.10 ZI- ~~ 1169166.205583004747 38201S.246382667276 S5HOT flowline @ pvmt. 1824 118.03 ww 1169161.135723494226 381978.951448008127 :;:- :::l ' SSHOT flowline @ pvmt. 1825 118.60 u 0 1169138.747057733824 381998.082877732639 0 S5HOT as 1826 118.49 ww 1169135.034908629023 381977.830027741264 i=u u.13 SSHOT out b-cor 1827 118.52 -z 1169133.622227421030 381952.159124308440 wen SSHOT out b-cor 1828 118.61 u- 1169118.649986165110 381937.306406861520 .I i=X o~ (> SSHOT out b-cor 1829 119.46 Z ' 1169083.964029826243 381971.624905489443 SSHOT out b-cor 1830 118.85 1169093.566975905793 381941.986367469130 SSHOT out b-cor 1831 118.86 1169102.278937538853 381933.382866511587 '-' ('> , SSHOT out b-cor 1169087.909792173887 SSHOT ep 1168587.446404329035 SSHOT ep 1168596.138499510242 S$HOT op 1168611.860364134191 SSHOT opOap 1168618.568821744993 S$~IOT ep 1168663.100539278239 1832 381918.561450416688 594 381390.860640483093 1600 381399.702281239850 1601 381414.920694906265 1602 381403.631927344657 1603 381463.406304400531 118.70 121.86 121.95 121.88 121.92 121.55 v ttJJ - ---- ------ JlIIJ'itW- _. 'll".......- \/1 "..,",..:,C. "I-;";:i' :::.:,?:\",;~,.',\:,:': . '.,-,-,'". .""-!,, .-,,: ,-':;'~''::'; "," " ,":.', ?:'" ;:,"',,' -; ~ ," \ - 0- ~ ~ o .I- ... , " 5SHOT w-pm 1604 122.06 1168579.355476564029 381378.841283741640 SSHOT ep 1605 121.63 z 1168701.473738665925 381499.428099903278 ~~f C SSHOT ep 1606 122.30 ....w 1168564.069007536164 381398.003458810854 a:::E SSHOT ep 1607 119.27 ~::> 1168773.805280786939 381566.661544921575 -'u SSHOT ept:lpc 1608 122.46 uO enC 1168546.667999858735 381380.627107278851 enw SSHOT 1609 118.55 wX ep -'.... 1168849.559463603888 381637.245992849290 , en"- -0 SSHOT ep@poc 1610 122.45 ~~ 1168526.143329684856 381376.529257430520 ~:J SSHOT ep@pt 1611 122.62 "-~ 1168506.731834609760 381387.136070176028 !Qo S5HOT ep 1612 117.54 ~~I 1168931.937600481091 381715.187652812107 , . z.... SSHOT ep 1613 122.49 ~~ 1168488.977586396970 381375.824374727381 ww SSHOT ept:lpt 1614 122.43 ::E- 1168502.370219249977 381361.606386225612 ::> . u SSHOT ept:lpoc 1615 122.33 0 c":' 1168506.855892169988 381352.640594813100 Ww SSHOT ep!lpc 1616 122.42 I=~ 1168499.651965077966 381336.455508016399 !!:b SSHOT out b-cor 595 123.22 :z 1168652.199052134994 381369.091138076037 wen ~~ SSHOT flowli ne t:l pvmt. 1617 122.40 1168592.493080127053 381411.446565714548 i" ~. C; S5HOT clt:lap 586 11 9 .30 1169087.764929967815 381736.317268209532 SSHOT clt:lap 587 119.69 1169164.687872485025 381672.444947406475 .' SSHOT clt:lap 1539 119.58 1169203.090842939680 381640.557362698542 SSHOT op 1540 119.73 1169157.825840404024 381644.121687230247 SSHOT op 1541 119.98 \-.. 1169148.321353910025 381632.452685862663 / SSHOT ep 1542 119.49 1169175.794349803124 381609.404469991277 ! f .1 \:'\ C) C'\' ,-,,I S5HOT op<<lap 1169147.243584033800 SSHOT ep4llap 1169184.926876400830 SSHOT op 1169188.267096460331 588 381733.788226098870 589 381703.126120973553 1543 381623.816216673935 118.98 119.42 119.52 -, T- - - 0/ ~ o , "~ '; - .. '.. SSHOT ep@ap 1544 119.19 1169188.711484596133 381682.135007417062 SSHOT ep@ap 1545 119.17 Z 1169204.996151117142 381664.017468254780 <I: .' X 1-: C SSHOT ep@ap 1546 119.49 I- as! 1169228.095597278792 381602.504247680772 a:::E SSHOT ep@ap 1547 118.94 ~::> -,u 1169218.020157675026 381662.985405542888 uO SSHOT ep@ap 1548 120.06 ~~I 1169245.528517297003 381618.780279510829 wX SSHOT ep@ap 1549 118.84 -'I- en... 1169236.281683156965 381687.806315039867 ;;;0 SSHOT ep@ap 1550 119.26 ::E ~f ~::; 1169239.456300477963 381638.648556299217 ...<1: S5HOT ep@ap 1551 118.87 en ::>1 1169262.942974952981 381669.382628435735 '~I SSHOT flowline @ pvmt. 1552 119.03 I-x 1169239.161963657942 381661.535293868568 zt- ~~ SSHOT flowline @ pvmt" 1553 119.60 1169211.508350325981 381624.171603565977 ~~ SSHOT flowline @ pvmt. 1554 11 9 .37 ::> . 1169185.092950968770 381673.684545579134 u 0 SSHOT flowline @ pvmt. 1555 119.41 c_ 1169148.761668542167 381706.645891463617 ww Xu SSHOT in b-cor 1556 120.23 1-- 1169133.443802457070 381614.689452782390 !!:6 .. z SSHOT out b-cor 1557 118.94 wen 1169150.721547299996 381737.800952752878 u- i= ?j; SSHOT out b-cor 1558 119.82 ~\ 1169161.953465921106 381590.739303148061 C. SSHOT out b-cor 1559 118.82 1169209.390575363068 381689.657320167928 SSHOT out b-cor 1560 119.18 1169260.930141460849 381751.933683086827 SSHOT cyc-fnc 1561 119.16 1169201.949548000004 381673.280402703502 SSHOT cyc-f nc 1562 119.07 1169211.702767664334 381665.291639227129 SSHOT cyc-fnc 1563 119.22 1169219.042994368123 381673.392591175623 \~,.. i SSHOT cyc-fnc 15'64 119.48 r 1169209.329100641888 381681.148683040170 SSHOT out b-cor 1565 119.19 1169290.430854115170 381644.232725741167 SSHOT. out b-cor 1566 119.31 ;. 1169280.065405047964 381627.262962807028 ... SSHOT out b-cor 1567 120.42 ) 1169306.151158706052 381611.948403443676 .?' \, . \""~ 0 0 C' .. i;' 'lI il'" - . -. ,- ---11- - ~ - ItlaII' o ~ o , .1 .. . , v' SSHOT pp 1568 122.96 1169318.721737412037 381601.625321389525 SSHOT toe 1569 120.88 Z 1169311.280358141987 381603.568174006301 <I: .; SSHOT toe 1570 119.97 x I- i ( I- ffil 1169284.145442300010 381608.431950708735 ~:::E( SSHOT toe 1571 118.98 ~::> 1169266.976761913626 381634.069626225973 -'u uO SSHOT brk 1572 128.71 en 0, en wI 1169309.522476671962 381587.527515200025 wX, S5HOT brk 1573 122M09 -' 1-, en u..1 1169280.933043613099 381602.885243878234 -o! S5HOT brk 1574 123.06 w~' ~~I 1169284.309348376235 381588.276761904068 S5HOT toe 1575 121.28 .~I 1169275.563503087265 381587.585069255787 Xw S5HOT toe 1576 121.27 I-x 1169287.908074543113 381569.909675549134 ZI- ~~I SSHOT gs 1577 120.50 1169259.095169353066 381609.666115996719 wwl S5HOT 9S 1578 120.33 ~~ 1169257.220299219014 381571.212624982116 g~ S5HOT gs 1579 119.69 c_ 1169237.611426562071 381589.379517097725 Ww S5HOT out b-cor 1580 119.57 Xu 1-- 1169198.054980157642 381576.000651349430 !!:b Z S5HOT out b-cor 590 119.64 wen 1169224.291924487101 381554.282900478458 u- S5HOT w/x-former 591 118.40 i= Fg,; pp ~ ~i 1169353.677067288896 381815.821454148158 '\ ( SSHOT wmet 1581 119.45 1169194.833428268088 381615.693092090834 SSHOT wv 1582 119.65 1169195.547703577671 381614.712431460852 SSHOT out b-cor 1583 118.27 1169308.131090566749 381854.065845503937 SSHOT out b-cor 1584 118.55 1169283.962051430484 381825.381027052295 S5HOT epE3ap 1585 118.79 ~_... 1169282.598819615087 381819.982737401442 SSHOT epE30p 1586 118.56 1169271.300082322909 381806.239023932081 S5HOT pp w/x-forrner 592 119.17 1169206.753824237967 381668.311307578755 S5HOT cntr. ob 1587 119.36 1169261.763670004904 381748.760024449264 i. S5HOT cntr. ob 1588 118.36 ,) 1169309.040405621985 381746.414908992476 ,./J... SSHOT cntr. cb 1589 118.97 1169234.553363855230 381719.388297379774 S5HOT edge grvl. 1590 118.86 -\ 1169307.799766332842 381721.779853456537 .~ r- . SSHOT go 1591 118.90 0 0 1169281.847917104838 381720.557216413785 ",,",' ( ~, ILJ~ 'i')': ~ y--n"i --- ~l~-~- --- - ~- o o "~ 'i q~ .. " ,. -' Z <.-;: C XZl I-w a: :::E. SSHOT gs 1592 118.82 ~:::l 1169287.030840045074 381767.526533754135 -,U uO SSHOT edge grvl. 1593 118.79 enO 1169308.691346731037 381775.269287017058 enw wX SSHOT edge grvl. 1594 118.79 -'I- enu.. 1169274.540701255901 381663.302948675584 -0' SSHOT toe 1595 119.09 ~~f 1169288.755402422976 381650.669730764697 ~::; SSHOT toe 1596 119.13 u.< !Q~ 1169279.594614899950 381635.947464349447 Xw SSHOT toe 1597 118.70 I-x 1169260.520130662946 381647.965874205169 ZI- SSHOT top 1598 123.06 ~~ 1169274.897297878982 381649.573460605112 ww SSHOT pp 593 117.69 :::E ::> 1169080.706277145771 381760.401871268638 u SSHOT tel. j-box 1599 11 7 .86 0 c_ 1169083.553911627969 381764.009655048489 ~w SSHOT clE:lap 530 122.63 I-~ 1168350.006519951858 380908.920680467156 !:!:b SSHOT clE:lap 1162 121.34 Z wtJ) 1168300.059210978914 380910.643951369624 u- SSHOT clE:lap 1163 120.59 i= ~, ~\ 1168250.046395575162 380912.442349665391 c> SSHOT ep 1164 122.41 1168348.725198851898 380898.520437638974 SSHOT ep 1167 122.45 1168350.911029947223 380917.375744253455 SSHOT ep 1168 121.14 1168299.921835900983 380901.464685088315 SSHOT ep 1169 121.20 , .. 1168300.192847653991 380917.153114548477 SSHOT ep 1170 120 . 15 '-' 1168250.122999642044 380902.036177488568 SSHOT ep 1171 120.53 1168249.972591758007 380917.176413739566 SSHOT ep 1172 119.94 1168199.751203959808 380904.178515936132 SSHOT ep 1173 120.01 i. . 1166200.291277525015 380919.310075783695 SSHOT edge grvl. 1174 119 .93 ) 1168193.871452345978 380920.193255440972 /;,.. SSHOT edge grvl. 1175 120.06 1168207.179479950108 360918.627083533397 SSHOT odge grvl. .1176 120.31 .;)' ...,. 1168202.759824215900 380958.789194395184 I' r-' S5HOT odge grvl. 11.77 120.81 0 0 1168192.542717281962 380957.964244032686 SSHOT out b-cor 1178 120.29 1168173.762205028208 380932.150260915747 ( SSHOT out b-eor 1179 120.14 , 1168188.266100373818 380931.965287521016 SSHOT out b-cor 1180 120.93 1168188.319668044023 360956.311623201473 ^7~?;,:~;) ,:,.,-",',- ;'~t\'r)l'~-'-'_"~~'~\~'~'~ -~-cv- -N,,--'1lI V-~- ,- ~ .! x 1-. (- ....ffi a::::E ~a uO enO enW ~ 1=1 !Q :51 ~~I ~~I u..:::l ~~II ZI- ~~ ~~ 0_1, Ww Xu ~~) ~!Q i= ~" 07 Z~,~ ( Ie . ( --~.... -,-0 - -- o I ~1 "~ o lIB " I I I SSHOT hog-fnc 1181 120.29 1168264.420492708916 380921.417224098521 5SHOT hog-fnc 1182 118.93 1168226.951079280814 380923.731381770573 SSHOT hog-fnc 1183 119.12 1168223.340191357071 380955.172663659090 SSHOT hog-fnc 1184 118.51 1168252.228011148051 380955.585818426160 SSHOT mail box 1185 120.27 1168226.510021935217 380922.491055753140 SSHOT toe 1186 118.78 1168199.096910535125 380895.621777499036 SSHOT toe 1187 119.15 1168249.893788937246 380894.108934464341 SSHOT toe 1188 121.08 1168300.455142549938 380898.599706973939 SSHOT toe 1189 121.58 1168322.366513671121 380898.288025203918 SSHOT pp 531 116.17 1168070.011742169969 380881.645927018544 SSHOT brk 1190 123.75 1168321.065641772002 380894.413394021511 SSHOT brk 1191 122.31 1168299.990077479044 380896.696938353009 SSHOT brk 1192 120.14 1168261.677909342339 380897.207480525540 SSHOT go 1193 121.10 1168245.529509816784 380876.496953221445 SSHOT go 532 118.42 1168195.403679922922 380863.125010546297 SSHOT S-N 533 117 .79 1168077.576030527009 380920.727537064871 SSHOT t-pm 534 123.95 1168376.873508536490 380877.478141121275 SSHOT t-prn 535 123.14 1168414.870327864308 380849.498017136124 SSHOT w-pm 1194 122.84 1168380.866050639190 380834.812740919762 SSHOT w-pm 1195 123.09 1168405.768484667875 380875.253787714464 SSHOT w-pm 1196 123.41 1168402.394041405991 380878.351337643573 SSHOT w-pm 1197 123.l8 1168406.881624028785 380882.384758420580 SSHOT w-pm 1198 122.76 1168361.334085121052 380831.945558449486 S5HOT w-pm 1199 123.61 1168403.636429350125 380885.926359765872 \--.. i. 'I' 0 '\ \... o I?)': / . ~'(i:!.i;;'!!~:';:>;;'~:"",,,, .,., It) . or - v-:--~~-- _c__._...,-_ _u, IIIIB o ( ~, \.; .......... .. '.. -' \ SSHOT w-pm 1200 123.82 1168454.924285460962 380949.678250539815 SSHOT w-pm 536 123.62 ~ .! 1168493.817192470888 380994.939738182467 X~ C SSHOT w-pm 1201 123.67 ~ffi 1168543.424115128350 381055.606894234777 a::E ~:::l -,u uO 0 en wi ffix -' 1-1 enu.. -0 ~~I ~ '11 !Q~ Xw ~x z~ SSHOT 1202 123.35 ;::01 w-pm zl- 1168594.575829845853 381115.951169996755 WWj SSHOT w-pm 1203 122.33 ~~ 1168645.435006715823 381069.518659135210 0 SSHOT w-pm 1204 123.19 c_ 1168596.264392204117 381112.155536050617 WUJ SSHOT w-pm 1205 123.44 Xu ~i= 1168545.502473011846 381053.720974183118 !:!:o SSHOT wmet 1206 123.30 z wcn 1168550.326077681966 381048.994147952355 u- SSHOT cl@ap 1207 124.03 , i= i:3. 0, 1168586.520276734838 381131.972326967807 z \ C' SSHOT cl@ap 1208 123.78 1168618.423418716760 381170.445380953548 SSHOT cl@ap 1209 123.57 1168650.317162913736 381208.926209589175 SSHOT cl@ap 1210 123.32 1168682.211142732063 381247.445271403238 SSHOT cl@ap 1211 123.01 1168714.110807510093 381285.920141297975 SSHOT c lfltap 1212 122.74 \-' 1168746.042538295034 381324.433686691278 SSHOT ep 1213 122.33 1168756.420580239268 381315.672263825836 SSHOT ep 1214 122.38 1168724.753492100164 381276.962931620423 SSHOT ep 1215 122.68 i. 1168693.053475032095 381238.439285092172 SSHOT ep 1216 122.98 1168660.993306139018 381199.790676927078 SSHOT ep 1217 123.18 1168629.292604292976 381161.448015590315 \ SSHOT ep 1218 123.45 1168597.265313104726 381123.056589653250 C" . SSHOT op 1219 123.70 0 C 1168565.779403902125 381085.092427096155 SSHOT ep 1220 123.97 1168544.327125233831 381102.849915084487 SSHOT op 1221 123.60 1168576.129688473186 381140.512803617225 SSHOT ep 1222 123.34 1168608.129929728806 381178.868208596075 ,/u -~--~ .JI_r- nll- _"ii,jT,_n__ ,__ .- ill - .-.-- --- ~ o , o . C -~ 'i -- .. ., IlIIIlV -, _.~ Jj -~- -boD II ---ill ~ o o ~ ~~.l. ,..... - . '; - III ., SSHOT edge grvl. 1246 122.61 1168654.453768345993 381095.800756716111 SSHOT edge grvl. 1247 123.26 ~." 1168622.569117045961 381153.182109707035 x I- \ SSHOT edge grvl. 1248 123.11 I-ffi ( a::::E 1168640.483717232943 381174.765476635541 ~:::l SSHOT edge grvl. 1249 123.00 -,u 1168670.497577702161 381116.535525783082 uO enC SSHOT edge grvl. 1250 123 . 10 ffl~1 1168699.436579735950 381127.577622021548 -'I- SSHOT g8 1251 122.70 enu.. 1168685.130541224033 381178.025849942758 ~~I SSHOT g8 538 122.13 ~::::; 1168733.390374598093 381241.514877185633 u.< SSHOT 9S 539 121.99 !Qa 1168798.955612940015 381314.931483514782 1= ~I SSHOT gs 1253 121.88 ~~I 1168834.004332224140 381346.634782919136 ww ~~ 0-1 Ww Xu ~~ z wen u- i= F' o !I., Z - \ '. C' SSHOT gs 540 121.68 1168548.934491521912 381160.561169422814 SSHOT gs 1254 121.99 1168580.090100963134 381204.919094763056 SSHOT gs 1255 121.54 1168543.750686459709 381311.877236824890 SSHOT gs 1256 121.64 1168509.441978868796 381279.098029323795 SSHOT go 1257 120.87 1168482.021922782296 381235.116693134420 \..',.. SSHOT gs 1258 122.56 1168460.656374391168 381334.531078162021 SSHOT gs 1259 121.14 1168466.919377319980 381202.547987728030 . SSHOT gs 1262 121.32 1168508.503630094230 381185.258934549114 i.. S5HOT out b-cor 1263 121.97 ) 1168529.081916024210 380969.844636090915 ~, 5SHOT 541 122.9:,2 /' pp 1168551.347376273014 381052.980328048579 SSHOT pp 1264 12:2.50 \, . 1168593.893181186169 381102.641876042879 . SSHOT pp 1265 123.1 ;i I \-- 1168556.647095308173 381129.579612081268 0 0 SSHOT sign 1266 123.52 (; 1168557.890073359013 381126.940994581208 SSHOT oign 1267 123.44 1168552.973636401817 381123.206661006261 SSHOT pp 542 123.05 1168638.973818756873 381230.095363198990 If] .... ~~ --.-.-.... ~ l-----m- m.___ iI~- o. o t -~ ..: -- .. " '. SSHOT tel. j-box 1268 122.18 1168551.583788785851 381127.571369715268 SSHOT sign 1269 121.85 Z 1168730.705842476105 381340.769077755569 <...: C SSHOT sign 1270 122.71 1= ffi I 1168672.904207207961 381272.561925559712 a: ::E I SSHOT S-N 544 123.23 <::> 1168664.485886416864 381274.781238486466 Wu -'Oi SSHOT oplllap 1271 123.03 ~CI en w, 1168674.945604475215 381259.380404682073 wX' SSHOT ep@pc 1272 123.07 ~~I 1168657.660172306933 381264.696217083547 -0 SSHOT eplllap 1273 123.31 !:E~ 1168667.811656628968 381276.803880322666 ~::;I SSHOT ep 1274 123.26 u..;3 1168631.897858926095 381306.105002137658 !Q 01 ~~I SSHOT ep 1275 122.78 1168595.854261216940 381336.062306746375 ZI- SSHOT gs/pvmt 1276 122.59 ~~ 1168587.519570549019 381313.892332321382 ww SSHOT hog-fnc 1277 122.95 a~ 1168630.983042541193 381277.642014598881 SSHOT ep 597 118.64 ~, 1169086.663882442052 381756.395157168561 Xu 1-- !:!:b Z wen ~ 3;, I- 1-' 0/ Z\ C' SSHOT op 1618 118.32 1169118.278950904729 381795.215916910209 SSHOT cp 1619 118.26 \-". 1169150.467461243039 381833.521218378271 ( SSHOT op 1620 118 .23 1169180.530072274851 381873.317663956783 SSHOT ep 1621 117.91 1169211.446350422921 381912.509444819181 SSHOT ep 1.622 117.49 " 1169242.644'577203086 381951.685012404399 SSHOT op 1623 117.31 1169274.8636220649~5 381990.098582996987 SSHOT ep 1624 116.86 1169306.094127185876 382029.199355780438 \. SSHOT op 1625 116.62 1169337.884000132792 382067.584667709714 . I' \--- . SSHOT 5-N 1"_26 116.40 0 0 1169367.506239841226 382043.695471687650 SSHOT op 1627 116.81 1169335.331301643047 382005.033066919365 C1 SSHOT op 16:28 117.34 1169303.301465540892 361966.115276835335 SSHOT S-N 1629 117.26 1169287.357691447251 381948.291405122~69 __M1~_ 11II!lll~ --. ........ _JllrL- I!A~ _.._lie - o. o -~ "i ,- III " -' , SSHOT S-N 1630 117.17 1169258.548617497785 381972.104437646049 SSHOT epf3ap 1631 117.64 1169271.282832005993 381927.375580312277 Z ( SSHOT ep 1632 117.87 < . x!z 1169239.589892486110 381889.305504042946 I-w SSHOT ep 1633 118.18 a::::E 1169207.009864113759 381851.293472292135 ~:::l -'u SSHOT ep 1634 118.33 uO 1169174.238859657198 381813.291455841973 enO enw SSHOT ep 1635 118.22 w:l: -'I- 1169140.263764305739 381776.761118363240 en u..1 SSHOT ep 1636 118.61 -0 ~~ 1169108.540786216734 381738.395101806731 ~::::; SSHOT clf3ap 1637 119.07 ...< 1169097.258508390980 381747.704929582367 !Q~ SSHOT clf3ap 1638 118.78 Xw 1169129.092014487134 381786.169978732651 I-x SSHOT clf3ap 1639 118.60 ZI- ;:0 1169161.005213440862 381824.673422204272 zl- SSHOT clf3ap 1640 118.51 ww ~~ 1169192.924642903032 381863.185322234465 SSHOT clf3ap 1641 118.22 1169224.875540232984 381901.656828758540 c_ SSHOT cHlap 1642 118.22 Ww Xu 1169224.875540232984 381901.656828758540 1-- SSHOT cllllap 1643 11 7 .97 !:!:13 Z 1169256.832988266135 381940.136222866829 wen SSHOT cHlap 1644 117.53 ~xd 1169288.785390075995 381978.609540908830 I- 1-1' ~ \, (I \,-- SSHOT cl@ap 1645 117.21 1169320.689534723992 382017.049616615113 SSHOT cllllap 1646 116.92 , . 1169352.620215095114 382055.525235849142 i. SSHOT cntr. cb 1647 116.76 ) 1169374.410404204857 382037.682274759398 .J' SSHOT out b-cor 1648 117.00 / 1169422.118181023747 382053.727435089822 SSHOT cone. modian 1649 117 .23 \ 1169376.231507276883 382001.8425920S2859 . SSHOT out b-cor 1650 117 .06 ,_. 1169379.823775501223 382004.585003278742 0 0 5SHOT bk-wk 1651 116.80 ('i 1169402.696993273916 382076.528814597579 5SHOT bk-wk 1652 116.93 1169371.864518119954 382039.398728495347 SSHOT bk-wk 1653 117.33 1169339.873777126893 382000.867448993842 1)'!llIlM('- ~ uT~rr ---- IIIIlIIfInIIlRcr -:- ,IJ~ III - .---~-- - -- --:-"~~~',j./" ---'1 ." ; "c",.;--'! ::',' :'; ~j .,,'j ~ ',". ',. _._,' ,',:"::' (.; "_0' :",;'.-Ji 0,''':, i ..., 'e' . .- "I I "~ o .. ... " , f SSHOT S-N 1654 117.57 1169318.942240212113 381975.776159274217 SSHOT ep@ap 1655 117.47 Z 1169336.219279324869 381959.020911118423 ~ . ( SSHOT ep@ap 1656 117.67 ...!z 1169303.079655743204 381919.099020236288 . w a::::E SSHOT ep@ap 1657 117.56 ~:::l 1169278.356987474719 381935.915115353186 -'u UO SSHOT ep@ap 1658 117.71 enO 1169274.419907739386 381921.133260498871 en WI wX SSHOT sign 1659 117.69 -'t- en u..1 1169277.898864920950 381925.638918665529 -0 SSHOT ctr. cone. 1660 117.58 ~~ 1169288.131272033788 381917.205067059142 ~::;I SSHOT ctr. cone. 1661 11 7 .59 u.< !Q~ 1169293.454400958959 381924.465146800037 XW SSHOT out b-cor 1662 117.78 t-:J: 1169309.750396583928 381925.524042714329 z t-I ~~I SSHOT out b-cor 1663 117.68 1169331.149673621869 381951.548049853067 ww SSHOT out b-cor 1664 117.56 ~~ 1169346.291514486074 381938.416132977931 0 SSHOT out b-cor 1665 116.80 0_ 1169394.699535024120 381942.408978180669 Ww S5HOT out b-cor 1666 117.31 I=U !!:13 1169348.576604658971 381981.542578415829 z SSHOT out b-cor 1667 117.58 wen 1169367.066003527492 382003.036377956450 u- SSHOT sign 1668 116.82 i= F. ~ ~, 1169412.901046517072 382064.531483700732 (, SSHOT fh 1669 116.71 p) 1169406.716346957022 382073.624321338721 SSHOT wmet 1670 116.63 1169407.481037538964 382073.315159890451 SSHOT guard post 1671 116.83 1169409.136523588561 382074.981894754164 \....-:.. , .. SSHOT guard poet 1672 116.94 1169406.253108480014 382077.862198727089 y:\ SSHOT wv 1673 116.62 1169401.109635876725 382078.308478245395 SSHOT w-pm 1674 116.14 0 0 1169398.183089845115 382080.689441934403" SSHOT cl€!lap 167.'5 116.53 (, 1169384.596489447867 382093.935823700449 S5HOT op 1676 116.29 1169369.957287311088 382105.864825964440 SSHOT tbcOap 1677 116:87 1169354.224471030058 382089.074021570268 III l~!'"'r":-"--" ~. /:' ,"j' " : ::: I';, , :'~_~~~ ;'~' ~;:,\ -.9 """..,.11 ~~.~BN 1,<::" J,': ',' \:~\:'?~:;;~<~~~t:;' ;":/;,:"-' " ;/:,'-" " , ",',-- - .,.....-.;..".-~-. , ';'i,,"- I '-"~ ';_:' ~ . :- ""","', ':' ; ,l"' ~ j /' I '. SSHOT tbcllap 1678 117.09 1169327.254346736940 382056.432376908022 SSHOT tbcllap 1679 11 7 . 29 Z 1169303.169988607056 382027.246644562809 :! ...::' (, SSHOT ep@poc 1680 116.88 /' , I-ffi 1169303.000071110437 382025.522873322538 a::::E SSHOT ep@poc 1681 116.95 ~::> 1169290.040073517244 382016.829826790083 -'u uO SSHOT tbc@ap 1682 117.43 en~ 1169287.869396982947 382017.385571968916 ~~i SSHOT tbcllap 1683 117.54 (/)u..1 1~69270.120027645025 382020.802617739537 ;:;:;01 SSHOT ep@pt 1684 117.08 ::E~ 1169269.227879168931 382020.016023978067 ~::; SSHOT S-N 1685 117.48 ~< !Qa 1169271.437972537009 382025.872405222850 Xw SSHOT bk-wk 1686 117.40 1-% 1169289.156599932816 382022.973608817323 ZI- SSHOT bk-wk 1687 117.32 ~!:! 1169299.399285129970 382030.508105607412 wW SSHOT pp 598 117.07 ~.~ 1169318.262762503233 382055.859926496574 SSHOT sign 1688 116.96 0_ 1169335.886127327103 382077.320199867652 Ww SSHOT S-N 1689 116.91 j:!::! 1169346.989474476082 382088.041706614604 !:!:15 SSHOT ep@ap 1690 118.35 Z wen 1169316.592964681798 382113.387776632037 ~~ SSHOT out b-cor 1691 118.60 o. 1169328.011619630968 382128.082203261671 z '. () SSHOT out b-cor 1692 118.90 . 1169335.481885008980 382144.774320671975 SSHOT out b-cor 1693 118.91 1169301.227901977953 382141.711892558727 SSHOT wmet 16S'4 119.09 1169332.113375524990 382146.439517701743 SSHOT w-pm 1695 116.82 1169374.022561026970 382125.493968242081 SSHOT w-pm 1696 116.78 1169344.050742304884 382091.629071786243 SSHOT S-N 1697 116.77 1169327.265249235788 382068.528286582325 1(.Q8 382094.431921006297 1699 382047.213734187826 1700 382048.816049058922 SSHOT S-N 1169298.305405026069 SsHOTS-N 1169254.778692089953 SSHOT pw-vault 1169240.889463644940 118.44 117.81 117.40 .', ~, ,:;,;'" <:> I,. "~ \,:';jl;'~:i,:t. <' "..~ 11___.......... . ' _.aJN~~.:.._.....:...""'~"Vo1l.!~~. .-"f -. '''V -- ---'",........,----- , " . .. . ," .. .' .. . - -:--~~~ """IliIv- "., '<"';'1'.,'- ','i.,",. >: '~ ;'. ',' (>: ";:.\'( . ,',<"'i:< .\ . ',.\' o ,,," .~ ... - .. '.. , -' \ SSHOT pp 1701 117.81 1169238.736701107118 382053.607197306759 SSHOT S-N 1702 118.19 -z 1169236.989729633089 382059.634311228816 < . SSHOT S-N 1703 118.49 xlz C I-w 1169235.074903744971 382049.352586240275 a:;::E SSHOT sign 1704 117.25 ~:::l 1169274.884857869009 382030.177557252522 -,u uO SSHOT w-pm 1705 117.57 en 0, 1169317.737874751678 381979.671799697273 (n W] wx SSHOT wmet 1706 117.41 -'I- enu.. 1169329.004530942999 381969.903077877709 -0 SSHOT w-pm 1707 117.53 ~~ 1169332.023737099022 381967.461155599914 ~::; SSHOT w-pm 1708 116.72 u.< !Q~ 1169356.421323355753 382025.614305517811 F~I SSHOT w-pm 1709 116.72 1169359.097662844928 382028.995950829179 ~~I SSHOT wmet 1710 117.05 zl- 1169366.720295846230 382017.630804713932 UJ W SSHOT wmet 1711 11 7 .02 ~; 1169369.075737263076 382021.028021481528 SSHOT wmet 1712 117.35 0_ 1169374.942104659043 382001.516323782911 ~~ SSHOT sign 1713 117.14 ....1= 1169254.528158687055 381971.884592894232 !:!:o SSHOT sign 1714 117.12 z wen 1169251.522891120287 381979.174991045671 u- SSHOT pp 1715 117.47 ~x. o ?i 1169223.965839818819 381931.780554159603 z\ C' SSHOT pw-vault 1716 117.18 1169219.741801886586 381928.116204354272 S5HOT pw-vault 1717 117.10 1169215.002654233249 381926.783307102800 SSHOT w-pm 1718 117.80 1169254.163369465852 381905.286622696032 SSHOT w-pm 1719 117.80 1169251.621152161155 381901.951312366000 SSHOT out b-cor 1720 118.53 "_. 1169274.482745282119 381882.417015843035 SSHOT out b-cor 17:21 118.54 1169250.313706145622 381853.732197391335 SSHOT w-pm 1722 118.12 1169209.390439030016 381851.655898912402 SSHOT w-pm 1723 118.33 i. 1169186.073934942950 381823.376548754983 SSHOT wmet 1724 118.33 1169227.697584999958 381834.844883821555 .~ ~\ ,_t (') 0 (': I', ~.1lIiIII I "V V U~-l~_W ,-~- ,.. l"lll!ri'(ll: -~~ ... rrM-_ -... -~ o - o \: -~ ~ .. " SSHOT S-N 1725 118.90 1169150.270687931916 381738.095703487168 SSHOT S-N 1726 118.83 Z 1169203.665183926001 381800.767470747756 ~~I C SSHOT ep 1727 118.96 1169166.553174974164 381757.224318133143 a:::E SSHOT 1728 118.49 ~::> cp -,u 1169150.124338495079 381771.268468805472 uO SSHOT ep 1729 118.63 (/)~, 1169158.499113913858 381779.102498927678 ;j ~l SSHOT ep 1730 118.89 en u.! 1169174.172101807082 381766.085681993456 -Oi SSHOT ep 1731 119.01 ~~, 1169188.200265006395 381785,363630181469 ~:J SSHOT ep 1732 118.82 u.< !Q5 1169193.588659827830 381797.265346222091 XW SSHOT ep 1773 118.69 ~ 1=1 1169198.743170037866 381803.240125467710 ~O SSHOT ep 1734 118.58 L1J~ 1169203.113344887970 381808.398631961085 ::E! SSHOT ep 1735 118.37 ::> 1169193.929730059113 381816.093251472688 u SSHOT ep 1736 118.27 0 0_ 1169219.114023969742 381847.699023796478 Ww SSHOT ep 1737 118.33 Xu I-i= 1169238.565711311065 381832.922369401495 !!:o SSHOT toe 1738 116.41 z wen 1169241.688515901798 381969.699062993634 u- SSHOT toe 1739 116.55 i= F'l 0," 1169241.037647244055 381954.033807166736 z \~ ( SSHOT toe 1740 115.90 1169225.670531411888 381936.341933568066 SSHOT toe 1741 117.73 1169191.464123479091 381894.875266606396 SSHOT toe 1742 117 .79 1169144.010330075864 381838.131630940072 SSHOT toe 1743 117.81 1169112.944290535757 381800.109392807528 S5HOT toe 1744 118.08 \,...-~ 1169108.250669113128 381802.770862489939 " SSHOT go 1745 118.37 1169146.302525A67705 381844.650138996018 SSHOT so 1746 118.64 1169170.778354655951 381878.269182255026 SSHOT go 1747 117.74 ... . 1169206.488994329004 381918.916071988177 SSHOT go 1748 116.98 .J 1169232.579593968112 381958.793726902804 /.... SSHOT op@pc 1749 117.39 1169250.731640370097 381961.378995593521 '\ SSHOr op@poc 1750 117.13 "...1 1169257.515084622195 381975.777877285145 . I' r- . SSHOT cpClpoc 1751 117.30 0 0 1169252.968526463956 381981.976077157364 ( Ic) f .,: . ! . r::.~~lll:"'-: ..1.. . '_ ">;"'i'''-'''.'',.''h/;''':'' '-1,J,/,,~ . . . .";.>''',-',<''-''_'".'r.j,l,:-..~y{~~',,~ ~l~L.~~ V"'l ---'If' ,iii'"' --- . lBIlIRlI- - ,_. - ..... 0. - o !, \ -'1 .. " A. '. Z ~~i ( f- ffi I SSHOT ep@poc 1752 117.41 a:::i1 ~:::l 1169244.527404099936 381988.008950261225 -'u SSHOT ep@pt 1753 117.51 uO enC 1169224.128159521846 381981.470314843231 enUJ SSHOT ep@ap 1754 117.88 wX -'I- 1169216.860505070072 381987.337013046257 enlJ". SSHOT ep@ap 1755 117.75 -0 :E~ 1169254.292270029895 382015.367641517427 ~::; SSHOT ep@ap 1756 117.34 u.< 1169270.768149912125 381998.221656844777 !Q~ SSHOT ep@ap 1757 117.82 Xw 1169249.060806347057 382007.654289403814 "'x ZI- SSHOT ep@ap 1758 117 . 86 ~~ 1169216.029957115883 381985.573783167696 ww SSHOT ep@ap 1759 117.98 ~~ 1169211.066439040005 381993.886488280143 SSHOT ep@ap 1760 117 .99 1169244.447561950190 382025.401462432696 WW! SSHOT ep@ap 1761 117.74 Xu 1169251.987706427230 382033.888128608756 f-i= SSHOT edge grvl. 1762 118.76 !!:o :z 1169217.10S838724878 382057.252945689717 wen SSHOT edge grvl. 1763 118.93 u- i= F. 1169200.042545158183 382051.682688205503 o r\ (i SSHOT !:ls-mh 1764 118.51 z,\ 1169221.464126049774 382018.G79773195845 SSHOT sign 1765 118.69 1169213.839136102703 382014.473658845120 SSHOT sign 1766 118.60 1169214.495683899848 382007.719687207544 SSHOT sign 1767 118.74 1169211.360142715043 382015.464319647988 SSHOT out b-cor 1768 118.86 ~.-.~ , 1169202.343283073977 382020.618738648831 SSHOT out b-cor 1769 118.88 1169185.042010880075 382002.565199173172 SSHOT clelap 562 122.38 1168778.032601962099 381362.767454742861 SSHOT cl€lap 1415 122.13 '- 1168809.985302018002 381401.260123536456 ) SSHOT cl€lap 14,16 121.98 ~;. 1168841.823601883138 381439.777973746415 / SSHOT cl€lap 1417 121.66 1168873.756418392761 381478.283472276002 .'1/ ~\.. SSHOT cUap 1418 121.31 \~--'~ 1168905.633633826859 381516.794344927126 SSHOT cl€lap 1419 120.86 0 0 . 1168937.560240365332 381555.261891523318 5SHOT cl,Ql!lp 1420 120.57 \<...J 1168969.471140346024 381593.827146156051 ( 5SHOT cl€lap 1421 120.28 1169001.387545591919 3e1632.271~54054566 SSHOT clOsp 1422 11 9 .98 1169033.3306556127&0 381670.808189735631 I ! v-'llV- - ~ .1 ;Ii (. ~~I wX -'I- 1Ilu.. ;;:;0 ::E~r ~~, ~~I ~~l ~~ c_, Ww j:!::! !:13 z ~!Q i= F. Oz f, , (1 (i I <II ;i ( ,:,.,' ,i rti~1,j.,\"f~'-t ';,1 'x' j , ,,-.> ",-N~}\~':;!,:~,:l J) .r,:~,,jl"I4""4,.~, K~~t\""""',~"""J;"';1i}ftJ'C,,,,:.'\ j. I' ---- ... -- o \ -~ I.; .. '.. '. SSHOT cHlap 1423 11 9 . 69 1169065.235273955157 381709.229186988727 S5HOT ep 1424 119.22 1169054.586398622021 381717.964507929923 SSHOT ep 1425 119.24 1169075.866005678195 381700.490863127925 SSHOT ep 1426 119 .46 1169022.489122961881 381679.659654463641 SSHOT ep 1427 11 9 .59 1169044.695113036782 381661.418011394388 SSHOT ep 1428 119.75 1168990.630608023144 381641.135354414058 SSHOT ep 1429 119.91 1169012.634441592032 381622.692689075193 SSHOT ep 1430 120.14 1168959.194087618263 381602.237267260265 SSHOT cp 1431 120.19 1168980.750312390272 381584.433971926919 SSHOT ep 1432 120.32 1168926.849658648018 381564.214845229522 SSHOT ep 1433 120.59 1168948.668939465890 381545.978976226354 SSHOT ep 1434 120.79 1168895.293153677136 381525.419886548421 SSHOT ep 1435 120.94 1168916.539169338997 381507.745049461315 SSHOT ep 1436 121.25 1168863.054650974227 381487.103783292871 SSHOT ep 1437 121.28 1168884.702773069032 381469.045608568063 SSHOT ep 1438 121.65 1168832.398485869169 381447.585356407275 SSHOT op 1439 121.57 1168852.877257390181 381430.612721444864 SSHOT cp 1440 121.72 116a799.~91470803972 381409.926410037268 SSHOT ep 1441 121. 72 1168820.783641569782 381392.202709741774 SSHOT cp 1442 122.08 1168767.965697010048 381371.077785210160 5SHOT op 1443 122.02 1168788.868441931903 381353.818402207224 SSHOT opEllap 1444 121.27 1168891.382866340689 381477.844918040792 5SHOT op13ap 1445 122.26 1168922.168384269113 381455.237830944478 5SHOT opClap 1446 120.67 1168960.033295599977 381540.901079210744 ~-_.. ;. ) .,/'.. .,"" ,=\ o '. 0 . '~'[j~'" ',iiJ..'1 -',,, '; ~1 -,- 1aI__ 1 --- .-. - ii'_____- ___ ---~m_i11 M --- - -I 1"'11 o o I -~ ~ - .. " . GROUP , ~f'~It1As~t:!21m ~ TART (; ?I Z 200.00 50.000000 ~ < . tC'" .;"1. 1,15.837763 116.852535 V Xl- ~ l-iE "'. -E2.S"l 17.146762 116.828104 ~ f a:::E -3f:o.1~ 19 .056967 116.738673 I ~::> - "",..,,19 .371857 116.780505 ~ -,u , 7&.~" 21.529130 116.828079 uO 1(. F.~ Cf)O ~"l.""5' 23..844235 116.878751 enw -}.'I.g925.100003 116.783097 wX -'I- - 2 "3."'126 .900220 116.552689 Cf)'" -0 'b."/'1 49.498599 116.536869 ~1= a 49 .989429 116.530407 ) ~::; /B.1S- 68.938258 116.295928 11:1"' . r .P. I/Ie ;.,1. ...< ,d.O 1 99.998990 117.860611 !Q5 Xw START ~~I 250.00 - C'~.O'2- 0.000000 116.998057 -Jl<.3S 21.638282 116.762593 ww 21.780374 116.763048 :::~ . Z$.dlJ 21.928967 116.759538 gSj - :11. .2(. 23.757771 116.865765 ,..r'. 0_ .....,_C.11 24.912179 116.929689 Ww _ z'J,7b 26.261867 116.812692 j:!:! - 1"1.01; 30.938942 116.407795 !!:oS _ 0.05 49.970004 116.918637 z tj:: @0.019425 116.919983) wen u- 50.019842 116.91.9992 -x. I- 1-" ll. DI 50.020247 116.919986 0"" 1:.. I'H'I 69.060445 z - 116.619101 \ /'l."S" 69.066882 116.621261 1('r. 1'9.,)7 69 .099320 116.621831 19.7.169.230880 116.627445 o.?'!lo 77.320649 116.865891 '19./"/ 99.157039 117.789798 1fT. '1;- 99.998990 117.820919 START 300.00 '.' - 5'0." I 0.000000 117.291104 - '/~.~" 3.655500 117.321802 -'1"1.30 5.709930 117.400512 -:l~'~ 24.717168 117.332549 24.852067 117.328191 -~~,D, 24.936485 117.326002 ~f_ _ ,t.r5 28.855835 116.997219 i. ~ IG. <rC' 31.062707 116.812699 ) ~ IS.1'( 31.071698 116.811148 ,F. " 50.012735 117.210004 () Ck-- @Q..013320 - 117.2100:!:.Q.) -, 50.015142 117.209980 >" 50.019429 117.209894 I. \--. 18.'17 69.004055 116.860108 0 0 69.011606 116.863313 Kf. i"lN( 69 .051429 116.863653 <-?) ;$.I~ 75 .163612 117.294301 . 3(..111 86.792408 117.177355 '11,?8 99.998990 117.457506 START~ 343.6 ') ~";;" x Ie} V"'"v-- ,.. ~ - _LT__l'8IM- ...._,.Jr!IiIE:l ~- ~ --I --ZIiIItI1II!I!IU!MIJlII-'-- -----.J ~ o o .~ 'i """"""'" .. . , $7.4-. "'::'13 .1,,9 _':>0.111 0.000000 117.678588 0.125920 117.679407 0.142259 117.679703 Z -IJ'1.~h 0.150053 117.679463 <. f~1 Xl-, C .~\\".D8 24.925659 117.363913 ~~l '. "21.3828.632706 117.427177 <::> -17. 'n: 30 .032308 117.417292 wu dOl _Iq.l~ 30.883192 117.270557 en C i -1...(,,'/33.370240 117.322931 en w, o {?<J:"0..Q:52f36- ----:[T/-:4l:f9ge~ wxl 'Ki -'I- 'u",. 54.865222 117.409771 en u.' ~~f 1'1./1 69.181143 117.234884 2(",,"976.098525 117.300749 ~~ 7.$.% 78.959189 117.295860 u.. ::>1 'f?.'I'I 100.004036 117.749189 !Qo START j: ~l 350.00 ZI-I -S"D,o.O 0.000000 117.698109 ;::01 . "fl."!' 0.089776 117.698653 zl- wWl -'/D.S''! 29.464993 117.355333 ~~ - 1'1,'1, 30.584408 117.341075 g~ 30.750988 117.343918 -/'1.1'1 30.813885 117.343474 Ww 30.852124 117.336879 Xu - ,q.ll" 30.963897 117.339233 k:Y ~i= _0 - 'Vi" 47.557939 117.505766 Z 49.967748 117.529517 wen u- It: (2.9.000457 117.530382 ) i= i!;, 50.034542 117.529358 0" , zt- € l'l,tl 64.616530 117.35:L856 , \ . 68.052501 117.309879 11l,/l? 68.074081 117.310084 2r...B'I 76.894157 117.333928 'K:1'. '3B,R5" 88.850480 117.603159 99,'10 99.407679 117.797470 "1"1.99 99.998990 117.808182 START 400.00 -5'..,0 , 0.000000 117.914189 \-,..- - ,;tJ.'/"':J 0.580522 117.917698 , - '~q..s I 10.496099 117.643827 -11,1016.710694 117.634028 -25.5'J 24 .460917 117.698214 _'li>."529.555869 117.649577 , . _)'9,?~7 30.743912 117.636006 1'( '. _ /9.1,(. 30.744534 117.636696 ) _11,1(130.831973 117.603981 ..,.' ~/p,S'l31.420891 117.467420 / 49.999126 117.969932 Ch (?O .012114 117.970llD -\ '],'/'1 53.495906 117.878589 , \"t /e.~" 68.305318 117.488859 I' IG,i1oI> 68.810684 117.316535 0 0 ~I,O:!, 71.056562 116.532338 '):'.'\. 7'(,,;;.74.534134 116.707252 <, 3~,rl/aO.5a7176 116.935706 'lI1.$'o 82. 513f304 117.028570 '17,S~ 97.568044 117.732579 '(9,90 99.813722 116.944521 '1fJ,PI 99.814571 117.626400 '1'1,,/? 1(6"1 fpoJ' ! ! Ic] ':"" - r ---- ";",...-. ~y- ~~ _waI!IMIl'I&_ -~ - --....- __, ~'t.'m'm~..-.L'II....__ ~ .' o. .- o \; #""i 'i .. . , 99.998990 117.620139 START 450.00 z "~",o? 0 .000000 118.527682 < .,' (' x !z i -,q .3830 .634889 117.873578 I- w' -1'1.7:1-30.798053 117.869630 ~~\ 30.800006 117.869702 W(J 30.804165 117.869572 do en 0 I 30.804330 117.869511 Ii. enw 30.805413 117.869260 ~~I -1'1.1630.839575 117.870184 en ...1 -0, -"2. J3 47.892305 118.181324 w~1 50.010932 118.219991 ~~I D t. (50.015137 118.220060 ... ::>, D. 50.879338 118.204483 1/)0' /7.'2re. 67.284273 117.908179 5: wi 67.305319 117.905814 i~i /7.;30 67.324849 117.900841 .,(( !z~ 17."$1" 67.384400 117.896729 ww /8.'23 68.253982 117.889055 ~~ ').!/.qf, 74.977567 117.739450 g~1 '-/'1.'18 99.998990 117.629143 0_ START Ww 500.00 Xu -S"D,03 0.000000 118.353895 ~g . "'f.S" 5.193015 118.332721 z - '/'/.1/ 5.323690 118.330436 wen -30./3 19.889414 118.281896 u- t= i!;,' -1$.8031.234007 118.182798 o " z '\ C' '31.457749 118.174855 1'\. 31.592536 118.179045 -'R,3g 31.651602 118.180123 - f),78 49.246264 118.496001 50.025879 118.509976 ~ (50.028248 118.510012 J D,7f. 50.988661 118.493202 66.039524 118.229313 I~,O~ 66.061181 118.227729 \< \. '1(,.,'1. 76.187662 118.551708 '31,"Z '/ 81.267060 118.541337 '/'1,1G. 99.993281 118.516709 START 550.00 -,l"",^1 0.000000 118.915584 -~?~G 2 .755518 118.903096 ;. - ",-,"/'" 7.250977 118.820334 ) )7.429351 118.814978 ..J-' - 'I?~ :j" 7 . 678870 118.810676 - 1"1:1'/32.266123 118.330879 \'\, \.\ 32.503513 118.330000 32.553752 118.329032 I. \ - /'/,'3'132.672342 118.331158 0 0 aCkee 50.012221 118. 59997t?..J 0,0\ 50.016189 118.599908 ,. ,DS 52.085168 118.548777 (, I~:,I, 63.772056 118.260084 1'1,"1'/,64.732821 118.202911 '~'l. 21.M> 71.871520 117.835135 1'1,"-:' 79.438431\ 118.345229 '/"lori" 93.583637 118.269470 'Ii, 7 9 ,r}/"''t'''r b,{.a' / ., It I ~, ~ --' " "j lIn1IIWIlBi - ~ ~.- ~ -- -- IIII111RVUi- - - o ~ ,t] .~ 'i 0,',. -... .. ... 100.001912 118.260567 START Z 600.00 <.-; _!>{).oo 0.000000 118.985160 j: ffi i ( "17.'13 0.066493 118.984781 a:::E . - '17.'2.2 .675117 118.958714 ~::> -';).11 2.709484 118.956151 -,U -27:j\7.22.681817 i' ~ uO 118.521163 I. enO -'5.31- 34.680721 118.237411 en~ -,".73 35.271925 118.224065 ~ 1-1 -I".bI35.388697 118.220294 en u..1 ~Ol -''1,~c. 35.435157 118.221011 ~~i O-Gt. (50.001843 118.779918 ) ~::; 5,31 55.372236 118.604768 ~<I I',.b'/ 64.089106 118.320558 ::J !QO . 64.099296 118.320238 Xwl 1'-1." 64.105106 118.319630 Kr. ~ j:1 ~~j 2.1.3371.326109 117.810428 1.. .5" 73 .561938 117.923464 ~~ '1,7.b, 77 .030516 118.083298 'l.7,Qr 77.935967 118.088651 :S"b,OLl100 .006962 118.198378 8 -1 START Ww 650.00 Xu . '1'I,'l'I 0.000000 119.147570 ~~J ~ ,0'./1 34.830650 118.616112 35.295546 118.611445 L( wen ""I,"~ 35 .315134 u- 118.611064 i= j:, - ,~.t5'f 35.396877 118.613922 o .' Z\ C;O'/t. (49:941067 119.070758 ) '7,07.1'59.031093 118 :-784742 63.643741 118.639842 13.7:r" 63.689900 118.635013 RI', 2.6.1\7 70.805026 117.717510 ~HS" 94.285165 118.448567 Ce..oC 99.998330 118.593877 START 664.78 \.....~ - '/1/78 0.000000 119.187140 - i?,l':!> 32.153734 118.864228 -I'W//35.601054 118.797174 J'(, 49.982292 119.299997 b'~C 49.983041 119.300021 ) 49.983788 119.299996 ~ I.~.") I 63.694237 118.810926 I e,Il2., 68.804428 118.125149 'R'\': J 20.'1C 70.928979 117.924980 '"', ./ .,.B.'7"1 78.772997 118.042407 !!~ .C>7.- 100.001912 118.652370 START \.=\ 700.00 . I' - C~.or. 0.000000 119.669424 0 0 .. 2,5",5"7'24.510427 119.464180 24.728442 119.463109 I .{. (-'~''1'/...24 .814702 119.460985 36.265899 119.240339 -1)'?~36 .280172 119.240716 .7.1'/47.094349 119.594070 (). C-e-C 50.027873 119.689855 ) 1'3. ?'f 63.766354 119.220201 \(.(. If" ""~'\ :'" '. ..J ,) .r., ~.... y -'1- ~fD.___ llII-- II -- -- -- o o . ~ , -- .. ... \ 63.800735 119.218974 !~.)g 63.813549 119.217255 Z IS.~ 65.586525 119.050210 < .! ZP'I 71.269649 118.511116 .{i j: !z i C zS.1575.283314 118.574795 Wi a: ::E I ~~:I? 98.800487 118.926852 ~::>\ "/9.'17 100.001912 118.961372 -,U uO START en C I 750.00 ff3~1 -' 1-' - ;::IJ.. Dr, 0.000000 120.070714 en ...1 23.186871 119.879408 -0 ~~l - 1.~./)'l 23.954116 119.870148 -/'-I.?~ 35.287845 119.591167 11_ ~~I -/'/.n 35.316453 119.590496 u..::>1 o - ~ C 50 .043884 119.979931 ) !Q 01 Xw 50.058475 119.980297 I- XI f.a"l 56.429254 119.743296 ~ 1-, /'/.01 64.053746 119.459715 !z OJ 2.1.'" f 71.646536 118.711820 /~/\'. wt: ~~ 71.673189 118.709292 :1.1,7'1 71.778284 118.710959 "PI.1-"! 74.306041 118.767200 C~1 '/ll.?h 100.001912 119.337619 WLl.l START Xu ~!3 800.00 z -5"o.()'f 0.000000 120.076579 wenl -Zt.,sq 23.453252 119.960676 ~~! - ZG..$"'O 23.543123 119.959744 o 1/' -/'I.B'J.. 35 .217637 119.909932 1"(, Z<) c:.. 35.269553 119.908714 . -1'1.'11 35.328841 119.910282 G:. C?O .041184 120.279951 ) 50.043479 120.279866 13 !PI 63 .979700 119.749700 I?? 63.987594 119.748923 /5.0(; 65.115416 119.746033 'R'f: I/I.'I? 96.509028 119.616112 'f),P,^ 97.839551 119.666316 ~-~. '/'1,70 99.938970 119.711397 '/1.7~ 99.998330 119.712001 START 850.00 .. ::1'J,f)~ 0.000000 120.294896 ~. 1J,. 'Jp. 23.782020 120.150785 i., . . U.,,,,," 24.062811 120.146610 '/'1,.735.387481 120.189994 1.1'. J .- 1'1.1.'1 35.387796 120.189992 /~' 'I'I,.~ 36.032230 120.206683 D.~( 50.057574 120.570012 ) -\. 50.066001 120.570169 " 'I,'I~ 54.543340 120.425020 C' ., , ;.7'1 63.346081 120.139553 0 0 63.363923 120.138701 '((" 63.374061 120.136951 (' 1].1] 63 .388795 :1.20.139015 - I~."" 63.497244 120.139690 '/U'B 91.635260 120.223080 '/'1.'111 99.998330 120.210300 START 900.00 l' .. --y-"""'"JIlI - - -- ~ ~~=-- -- - ..__- --"~ IV --- --~~_1IiI!IRIBI!i o ~ o ( .~ ~ lIB " "r}) . _'-",~"I& 0.000000 120.978273 _'IF!!') 1.517925 120.941302 Z -"p!n 12.089377 120.956825 ~~i ( ..-31.11 18.802833 120.818936 I- w' . . "-l~.tlo 23.112648 120.687298 a: :::E I .-/'/.7"' 35.237424 120.591971 If <::>\ Wu 35.448314 120.591259 do 35.494154 120.590052 en 0: (/)w! 35.532505 120.589341 ~ i= i -.I't.'l~ 35.556657 120.589967 ~gl O-~C ;~.009408 120 .859826 ) ~ .017375 120.859568 7.9'( 57.951365 120.552778 ~::; 13.c;~ 63.962597 120.320449 u.< !Q~ 63.968708 120.320213 Xw 13.'l1? 63.985366 120.320215 ff. I-x ,-j,OiOl 64.093262 120.319410 ZI- ~~ 7t..toB 76.692074 120.257751 Wwl ,.1"''1 78.704167 120.296474 ~~ :N,'I":! 84.443784 120.457178 ~B.fJ'l 88.052105 120.628589 . '13,~'1 93.647735 120.874761 Ww S'i".o/J 100.001912 120.805227 Xu START ~g 950.00 Z . :}o,ol 0.000000 121.858855 wen . '/1,"'" 2.367361 121.851901 ~ :r.J - 3Q,,5" 10.85670:2 121.426825 o~: ('-1'/,1" 35.806391 120.940822 Z\ 35.838329 120.939887 I:f. 35.847287 120.939841 .I'I,JJ, 35.853863 120.9.39964 '-.... t? ~18540 121.309823) 50.024013 121.309612 'IM. 57.033714 121.039097 '2."1,. 63.479337 120.790314 . ... 63.484337 120.790166 'WI. ('~.'17 63.486616 120.790032 .....-.~ !'3.S2. 63.525472 120.790014 J8,n~ 88.043465 120.704402 '11,liO 91.806981 120.735157 '13,~~ 93.635034 120.815580 .(If,'/fI 99.993281 120.746001 . START '. 1000.00 ) - '11,'/'1 0.000000 121.834009 ""', ... .!/1,~!' 10.424886 121.083797 /' -JI.'B 18.041474 121.291952 . (f/. r;~ 35.402337 121.280361 35.598207 121.280000 \.,{, . \ '" 35.648287 121.279113 I' . .. ,~{ _ ~ 1.- 35.653398 121.279882 0 0 .. D,c< \ 49.959823 121.659694 49.~70685 121.6 ~ (,rH\.~ 49.972988 121.659851 "'trr . ~415O-'-"f:n.-:-:I49526 7.0." 70 .156699 120.879299 z..o.'/'1 70.456201 120.879156 ".-( 'l.I,'f1 71.380661 120.883561 !J&. h7... 99 .993:2tn 121.194773 I .. I...[J': I "t"'~' ,'..., I;J',,(., -~- i il[dt?- -,.- -IWI --- ~--. - 1ii!li..JB! ii-iii __'n. o o 1 i~' ~~ ~ III " STAR7 1050.00 Z .'r"l.'1t!> 0.000000 121.283035 ~~. C ../'f.'/B35.514115 121.569162 I- w I -/'I.~735 .614961 121.569802 a: ::E I 49.963841 121.979499 11. <:::l wu 49.974085 121.979772 -'0 uOi o - ~ (49.983989 121.979479 ~~! /7.'1.:3 62.214275 121.649656 w , 62.222977 121.649123 ...J I- ' en u..1 / Z. 1'./ 62.224560 121.649064 -0' ?-:f. ~~I ?-I. 10 71.086242 120.850799 7/,1t.. 71.144062 120.875624 ~~I ~?,?9 76.267518 122.419662 u.. ::>1 !QO ,7."0., 87.409400 122.042016 F~I .s:,.l>3 100.006962 121.626510 ZI- START ~~ 1100.00 ww .'I'!.B9 0.000000 121.485516 ~~ -35.,~ 14.190512 121.441742 . 2:;:7'124.095311 121.369764 gSj - H.'L!T 26.616544 121.497573 IJ. 0_1 '1'1.7(.35.630441 121.715785 w U'l Xu -, '1.1>'135.797715 121.719750 ~~l 49.890331 122..129942 49.891813 122.129985 wen !). 4, (49.893076 122.129950) u- i= 1=;, n.I.\ 63.500649 121.719953 o ./ 63.515221 121.721071 ~:\. Z ;- C. I?I."J, 63.517690 \ 121.721744 l,b.,') 70.655733 120.802595 /..... ~s.~, 75.545396 122.213594 6"00\' 100.006962 122.527205 START 1150.00 "/'1,11 0.000000 121.933100 - :<1.'11 28.501421 121.550431 28.529849 121.550359 \-,. - /5.'1(5 34.433907 121.929043 1:( -/" ,nb 35.850862 122.019948 35.851545 122.019967 ~I'(.I>~ 35.853104 122.020012 6r 1: (4lT:905009 122. 379825) . I~,h~ 62.941799 122.080065- i. I ~.fJ!: 62.959584 122.079529 ) ",. ~S 63.462894 122.017572 "./" '1/'1.8 71.5'88393 121.741785 1(-( . ~~." ~ 76.390289 121.486112 "J1,n5' 90.964756 122.110794 -\ JI~,I>/) 92.907293 122.134687 ,--.., 't'o,op. 99.993281 122.092588 \ . 5TART 0 0 1200.00 -S1>,O~ 0.000000 121.894035 (';;"I~,B~ 4 .232613 122.027725 . -'j~,\119.a69290 121.591824 . 1~,~1l36. 375969 122.328978 1_1, 36.463086 122.328756 36.474763 122.329506 -'1.C~36.497194 122.330080 I C)' ........." 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START 1500.00 Z ',s'".1Y' 0 .000000 122.838606 < ., ~ffil ( '17.4327.566621 123.197868 11->\,'11 a:::E - . ~'J...s27 .754957 123.196639 ?"? p<';. ~::> -/'10/'135.808992 123.683107 q .' -,U "/'1.0"/-35.980265 123.699404 " 1:1~' 'L- ,"of.\..r- U81 36.006606 1~~:i-9.1732 it? ~ ct-l ~ ~~i CJ'Y g~'.~66556 ~ . 57907 ~ I-! 63.666282 123.977567 en LL. i 13.6(" 63.860771 123.970983 ~~f 13.BI. 63.863704 123.970638 ~::; 'l.,.'j~ 73.489532 123.279803 u.< 1.'/:l.1. 79 .217172 122.938355 !Q 8/ '1Q.o1 99.067630 121.332070 XW SD.()t) 99.998330 121.298898 ~ j:1 START !z~ 1550.00 $'0. ()D 0.000000 122.900880 ~!!:'I -'17,Y'1 2.505977 122.933539 g~ -'11."'"5 7.667002 122.899867 C_ ',-/{,.9 8.608433 123.048372 Ww -- 31:30 18 .694860 123.105723 Xu - ~1.S"~28 .449655 123.316808 1-- ~~\ - 1/-.57 33 .434196 123.669652 t-t' -/'I.H) 35.316131 123.794538 .1 wen 35.597235 123.818134 u- -x 35.613715 123.819591 I- ...,. ~ ~, C -/'(.1'135.708625 123.820511 .' --2,'/1-47.081013 124.370507 -'n.~3 49.974380 124.509368 !.... 49.987050 124.510079 o -~ <.4"9':998897 124.509693) 1,.Fl"/ 63.865971 124.040349 'R1~ 13,S'l 63.887520 124.034047 1...1.2..2. 72.221062 121.850089 n.?f<72.275282 121.848164 'II. II 91.213737 121.196717 \'-." ;\0,00100.006962 121.077675 START 1600.00 t 1'?11; .0.000000 121.761226 .. ::;:;.~" 21.178419 121.454563 . 21.811879 121.448111 i.. .."7,8Fl 22.098328 121.461864 ) "iL/"' 27.810087 121.563822 "..J-" .....~i,b,l~..1. 29.155478 121.590117 -- :11>,'1'( 29.239884 121.613910 /.1; "/'/,'1/ 35.065328 123.622444 .'~' ..'~~ - 1'1, 'I'( 35.542970 123.788116 . . 35.549770 123.790000 0 0 35.550119 123.790009 . 1'1,'1;'35.554238 123.790206 D. tC, ~~3035 124.600000) (:" 13"1'163.474098 124.1607ea 13,:;3 63.505362 124.159730 76.'1I 70.891912 121.999619 'KI. ?OlPr:70.931130 121.989342 'tl../1l72.156025 121.945846 CI,no 99.993281 120.990177 ! .. ILl ,. :.~. III!I r -- -- 1 Il.IiatI --- ---- ~- -.;z!--" ~ o .- o "\l' '"' .... ~ .. ., START 1650.00 z . -''7/'19 0.000000 122.520172 :f t-=: ( -37.,Q 17 .801356 123.041914 I- Zi a: ~! 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"" 0.000000 121.974518 .J "11,'hO .682030 121.949372 ,,~ , ". ,.. . ~, ( "'1<,,121.229903 121.159534 . ~?.'1123 .512520 120.851734 --n;n27.605424 120.023642 Lf. . ~"."r. 29.249419 119.738898 -I?~ 3~! .306991 120.574954 32.327762 120.575601 _..~~ro'nRllV-, III ,'. ~-' - z . :f Ii i ~~l! ~::> -'u uO en 01 enW wX -'I- enu.. -0 ~~ ~::; "';3 !Qo Xw ~ 1=1 ~~. ::E ' ::> u o c _. Ww j:u !!:15 z wen u- i= ~. o ~.. Z\ -ru..5 32 .344687 -,n,"30 36.697842 49.279743 r a-li( 50.003440 '" 50.004791 50.005823 50.370201 /'1."1164.910660 ,5,'565 .152720 u,5'172 .569720 2il.!f179.511506 W.o'f 94.092465 fJo.C!099 .998330 START 1999.99 - So."., 0.000000 -'/().~'& 9.415830 - zlVlo 21 .600722 - n."126 .255877 -7.1.1>;z. 28 .979289 ~ ,?Jo 32 .696736 -I")./t,. 32.842941 -""'9'). :U.Q.Z'9178 ~S.$.:t:5'. :301746 2..'/.'11-74 .406301 :3..'11.80.410834 <1'1.51.99 .572453 50.00 '99.998330 C';.' ,:; . ("i.. --- -- - -'-0Iif~ ..--~ - - __u___ i<:-~::: ,;,>:/o;;~.,:~" ,-';::';,: "". c~~::,.t'::\,.' 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GROUP ~ z, 0.00 50.000000 ~t-=' -.50.00 0.000000 123.693687 I- ffi \ C .J/3.t:'/ 6 .662690 123.584957 a::::E I -IZ .::337 .472436 123.474641 ~::>\ --/2./'137.864841 123.469138 -,U ~ /1J.z!7 39.760305 123.478656 uO 0 -8.9Z- 41.082838 123.473245 ~wl WX1 - 0.r>1 49.987885 123.025684 -'I- ~4,0f3 79.080325 122.513912 enu.. -0, tlo.BB 90.881573 122.519959 ~~I S'O.OO 99.999097 122.356354 ~Ci!1 START u..::> 50.00 !QO - so.lX> 0.000000 122.767555 ~~I -39. 3D10 .701343 122.876658 ZI- ~::% .5'913 .410218 122.893990 ~~ -3'/.0$'"15.947288 122.966364 ww -,2/.,928.309812 123.091588 .~~ -/'1.030.417057 123.008221 g~ -/5'".;"734.329553 122.808929 0_1 -/2./2.. 37.876593 122.693930 Ww - 0.0;',49.981415 122.979531 Xu ~51 49.996405 122.980015 o-~. 49.997883 122.980053 z 50.002623 122.979980 wen u- 10.:5"960.587118 122.771738 -x I- !-' /{).B'160.876594 122.765230 o ~ z (7..;:>.':>/78.504613 122.550715 jJ,2,.70 82.696576 122.531065 10'''.1. ~ 94.347574 122.425680 I" I..... ,52>,()D 99.999097 122.501815 START I 100.00 _ 51;>,00 0.000000 123.338437 -'/2.7'1 7.264353 123.311271 -%I.hl 11.386473 123.261823 ~_.. -37."'1> 12.396859 123.271100 -IZ'~-~37 .627651 123.098774 -/0.9:. 39.051800 123.087944 39.106783 123.089585 39.115963 123.089276 -/D,(J.1 39.133197 123.089832 i. . 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'It, $"098.503062 'l~."( 98.635786 START 1100.00 -$"0,00 0.000000 '3t.,~~ 13.670446 ~,:lr,../)7_ 13.975770 ., "5.!:? 14.465692 - 7,ln'/ 42.326886 -"~ ~Il 42.734010 ..-17(,.. 42.735119 <.> - 50.004368 ".01 50.013923 I} ,1.)/62.014403 ::u,..B'l86.886405 . '('~711(" 87 .963140 : ,,5;7&95.782260 /01'). ioo .005658 START 1150.00 . 122.019858 121.952251 122.267156 121.605417 121.623479 122.310004 122.818366 122.820038 122.751390 122.448205 122.450000 122.436730 122.515348 122.548570 121.910617 121.770439 121.636982 121.901342 122.165298 122.340109 122.348005 122.368232 122.383212 122.757230 122.829384 122.829806 122.830210 122.770630 122.479171 122.351371 122.404592 122.466828 122.519592 122 .490964 122.482787 122.489071 121.692337 121.646846 121.638881 121.643138 122.280800 122.289914 122.289954 122.659524 122.659138 122.167467 122.521868 122.520347 121.947407 122 .1~7347 I -'V -UI-. - al>l! r IIIl"lMiME _JM_ o o .,'~: . ~ , ,. " l, r " J ...... \-... i. .., -\ r- C'i) I 1 -1 -, --~--- .--- o .:~ . ~ 'l - III " ~. _,$1).000.000000 120.882003 _ '11,'2.:2.- 0.781703 120.879434 ...'1~ --0 42.590869 121.719612 Z - 7. 'Z-t 42 .730460 121.722737 < ., ( ;:J.DD49.005269 121.953172 Xl- l-ffi 49.988993 121.989368 a::::E . D -'i::49 .996320 121.989634 r5::l 50.005025 121.989247 -,U uO J ~,O'"l. 62..039562 121.454815 eno enW '12-. y, Z,92 .624741 121.413841 wX 1-/1,71. 92.765265 121.416024 -'I- enLL '13. '/'1 93.441164 121.430625 -0 J 00,1)099 .996462 121.740957 ~~ START ~::; 1200.00 u..< ~a ''!JfJ,DO 0.000000 121.271490 Xw -'3J3.J'716.806334 121.314374 I-x -I'., I~ 37 .814470 121.194016 ~ 1-1 - 7,"" 42.386360 121.270719 !zg -2,'3 47.867414 121.442814 wWI 49.983324 121.510000 ~~ 49.997415 121.509732 g, ()-f.. 50.026467 121.508965 0_ 7. ~q 57.090365 121.193784 Ww II,'I?> 61.429396 121.000664 Xu ~~ /1,'1'1 61.437468 121.000305 z /1. 'II, 61.457985 121.000278 wen z.1.O'1 71.034748 121.149026 u- IDO,DD99.992533 121 .774591 1= j!;,1 O~ START z \, C':' ~12. 28 121.070809 . -5"."'" 0 .000000 - 11f), 5'v, 4.438465 120.996748 , - ;Z9.(;t.20 .143934 121.586695 ...... "2B.?...t.21.741161 121.573056 ~,1~.9323 .069975 120.916997 -'/~,3~39 .638000 121.397141 -'7.'/'( 40.261968 123.412419 -"l.M 42.192814 121.456298 ..7.7042.256192 121.459062 ~..-:.. .. :;,!J'7.. 46.482779 121.505670 -t).I'1 49.659896 121.450000 ~-O .. 49.991197 121.449948 10..57 50.564893 121.434956 (,;..,$'1 56.535942 121.281401 7,MI 57.060652 121.257086 "- 11.'{5" 61.452892 121.092827 12.. 'IFJ 62.476079 121.101596 :n.93 77 .925174 121.416044 :10 100.005658 121.683864 START "io,C r\ 1250.00 . - $'/).DO 0.000000 120.247546 .. 7oS.B'{ 21 .155230 120.461604 '0 0 -J9,7B 30.216640 121.166936 (-1'1, :;"130 .489282 121.172090 , -fl./:; 30 .652664 121.171753 -15,o'{34.960982 121.050522 -1'1.1'( 35 .0643,02 121.070036 -B. 71 41.260972 121.355444 ~ ~~~--- - z <' xlz I- ". a::::E ~::l -'u uO enO enUJ wX -'I- enLL -0 ~~ ~::; u..c( ~a :Z:w ~i!=I' ~~ WW ~i'tl! g~ 0_, ww Xu ....- !:!::b z wen u- j:: X<, o I-,'J Z ;:.' \ -7.Vi> 42.741238 49.990450 4?:- r:> - 49.992372 IJ.R'i 63.837408 /1,'D 67.429248 C ,I,{,f;'/J95.820594 '11,.1.7 96.665705 60,00100.001728 START 1256.25 -SD,DD 0.000000 -JIB.'?'} 1.230772 - 3'/,DO 19 .00379S ~ ~3,t.6 26.402338 -15'.0035.004518 _ / "2., 3537 .653806 -/7- .Di 37.934560 - 7.83 42.174873 -3.57 46.431108 _ /.I$'" 48.844687 <2. - 0 - 49.997860 '" .'1'(.. 56.456379 1.5'. ~~ 65 .845680 ,9..5b 69.563621 ;lo.n 70.068027 '}f? I~ 88.152770 ./1,'3 91.325018 1'1,5'8 94.582306 t:b,CO 100 .005658 START _... C" 100 .00 ,.d:,(). DO , -..s""'."o 0 .000000 _'n.o9 2.912513 - /,,:,Oy.. 3 .957126 - '/3.1;)~ .853508 - ~~.9ti" 16 .045052 _-/'/.7'" 35.759799 -I,;l, R2..37 .180923 -~''''';>43 .525043 43.648475 43.667663 _t.,'l-? 43 .714917 49.995651 t:> - 'C 50 .002628 50.017197 I.ty/. 51.016943 Iz.5Ji 62.525624 12, (,.8 62.681187 '.9,31.. 79.320713 "? 2, oS" 8:2.048997 '16'; ~z. 95.323775 'It:. .:W'",- 96 .231867 'IRo;.,,,, 98.653690 .!I"'::>,iX>100 .005658 START ~.350 .00 ( i ~'ib, /ll)0 .000000 -1/1.8"-8.161396 -:Hl.i.!ll1 .2E>9394 -3~-Ifl 14.897.7132 . ........ 121.420337 121.599983 121.599928 121.244263 122.237870 122.613528 122.644271 122.558897 120.150167 120.193561 120.373379 120.950905 121.319061 121.240894 121.294023 121.489324 121.595692 121.660879 121.704927 121.625328 121.376669 122.336084 122.465289 122..628226 122.665679 122.666251 122..602932 119.661538 119.657865 119.663591 119.718887 120.370467 121.842342 121.893842 122.161771 122.167292 122.170056 122.171257 122.439370 122.439637 122.439457 122.456262 122.639818 122.640000 122.259119 122.262882 122.359984 122.483443 122.444832 122.443682 120.246912 120.190499 120.186550 120.495i56 liIJff ~- _Ji1 --1_ - - ............ --- o o III " ~ . I" I i I I I I I ! i i .> /'^' - _IL.. J -~ ''.... ~.... .. i.. , I' 0 \'" 1'-' I o lo~ lIBIIiIt'fT ------- .- z, ~~i to- WI a::::E ~:::l -,u uO eno enW w:X: -'I- enLL -01 ~~' ;!2::i ....< !!la :x: I- ~I ZI- j:O Zl- ~\!;I1 g~ C_, Ww i=!::! !:b z wen u- j:: ~, ~ \J - 1Z'/,();J 25.967377 _It). 3 9 39.602566 ._ It). '{D 39.622515 -7.D;:>""42.849797 C'. -5.'ii:'I 44.162271 -2,b? 47 .314828 . {/ -1: 50.000294 0,01 50.011375 '''.J'! 60.141228 /2.10 62.099247 17,t!;'1 67.087294 19. BiI- 69.817212 37.52- 83.517840 ?i4>r 13 .86.128875 ")B . ~ b 88.359662 %.tJ2- 90.018177 fi. t)D 100.005658 START 1400.00 -,50. DDO .000000 - 'I J, 7l> 8.299522 -16.89 39.112153 - ID.bfJ 39.321905 - '" ,?'i!. 43.276563 -S.'!>'7 44.613723 "5.38 44.619327 - t>_q~1 49 .062280 49.989822 0-7:::... 49.991913 I J; 9761.970200 c...' 12,03-62.024730 f?,/I,.. 62.157750 20,':;-070.508363 ?j1. DB 79 .079324 -:. '9. 22..89 .224793 "1t:..t$"96.645037 "18,/098.101743 $"0.0099.356745 START 1440.00 _5't'.DDO .000000 .. '/1. G'~O .448481 - ?'~.~::. 3 653627 - ~,9~ 43 :061560 _$'.52. 44.478587 B.rD 58 .399695 1:;1. t.~ 62 .650775 / ,?.. ~.? 62.670337 / ;).-~'I 62.836946 2.8. ? J 73.704563 "3$"",87' 85.837635 . . (/. - 121.514058 122.824151 122.822344 122.202841 122.090504 122.219934 122.649962 122.649890 122.497313 122.499052 122.549479 122.665190 122.593234 122.632840 122.554084 122.527967 122.619122 119.790444 119.687124 122.310175 122.331456 122.083640 121.999108 121.999988 122.273004 122.330066 122.330035 122.340673 122.341224 122.343426 122.544474 122.622744 122.785881 122.991788 123.012778 123.024233 119.538996 119.577175 119.620925 121.905782 121.988565 122.173681 122.230211 122.230908 122.230074 122.161810 122.043035 -1 - V -..,--m__ , l , .~ 0.- o .. ., , {..... ~-,~ i.. , .... ~\ y- O n -".... -1v - ---."",~--- ~1'IIIBIII'II'I.B1 i- o o 1 .~ -- .. " GROUP ~ START Z 0.00 50.000000 ~( ~..:[ ( _ S"t> 0.000000 117.914660 to- a:i. -1"/,1./130.30S573 117.648150 a:::E _1,...7 43.732267 117.529963 ;:'5::l 43.734770 117.529976 -'u -(,..')J,.,43.737315 ~13l ~~9951 uO eno '" ""',/~555.249195 17. 56242 en ~ I ~3.t;193. 672617 117.210045 ~ 1-1 en LL I 93.689932 117.209861 -OJ '/3.7093 .698685 117.209854 ~~I ;:>0 .oQ;l9 _ 998990 117.173292 e, ~~I START u..::l 50.00 ~ 01 - 5"0, I)/)? .000000 117.561456 ~ ~ :Z:w ~:x: - ,;q .&70.332002 117.597396 ~~j - '/'-.1-73.725291 117.470236 _ -IS. '2J 4.791022 117.427636 ww - ,," .17 8.827982 117.512454 :::E~ - }3,5'4.16. 441178 117.630631 g$ -2.8.75'"21..253272 117.690915 c -1 - U...?923 .204515 117.668997 Ww -'9..5140.413045 117.841574 :z:u .,8.''" 41 .335897 117.830074 ~~ ~O -b.2349.771039 117.751560 z -O.l>2.49.975456 117.749651 wen u- C/;:.-tJ .50.008666 117.748420 j:: j:!;, 12. .'1~ 62.964209 117.333605 c,' C Z\ 17.&066.999414 117.563640 ',b. ?tl70 .778893 117.405997 ;t 'U'I 74 .590208 117.385221 I..... '1~,G'96 .571463 117.468552 :,/" er"tD99 . 998990 117.507457 START 54.00 - :1;>.1>0 0.000000 117.590011 \.,":' _6./5.92 4.080922 117.605813 - 'IS, '10 4.599369 117.606003 - ~"1.'13 12.070709 117.721978 _~'7." 20.856100 117.832037 - ;(!J.fJB 24.418465 117.792023 -/~,P,'139 .109657 117.939355 1._'1~,,44 .215092 p~ ~75730 T- O . &,,"50.388370 1 .! 18269 ) '), .72-53.717346 117.747076 /' /1.'7/62.906344 117.452860 ,/ It. "110 65.757436 117.615392 ",'.'1$ 68.427843 117.504009 \. '1!1.t.'!o74.633767 117.470179 ':P~ JI7.?'1-92.218651 117.536844 i!,~, I' ,,,-- :50.0099 .998990 \ . 117.625157 0 0 START 100.00 '~JJ ( _.10,6" 0 .000000 117.641573 I,. ~ -'1;1.17- 6 .877553 117.454382 -'/I, 1-'1 8.713305 116.833123 -3&',"11113.262538 116.497495 .. :H,,?'19 .292414 116.696213 11J ~, . - -1.__- ~--, -. o. - o \ ~~ ... III " '_ 1'$,J:2- 36.878643 117.418501 -lb.D~ 39.943568 117.542929 -- '1.71 40.288069 117.429018 Z _9.7D 40.288196 117.526681 < ,1 C..<:J,2B 40.725869 117.511467 1-' Xz -'S.;.'? 44.614861 117.669142 I-w 0::::= " -f).I":. 49.865148 117.875098 ~::l -D,/)'J,49.973642 117.879624 -,U uO D. Ill. 50 .016166 117.881241 enO 7,6.757.671621 117.967877 enw wX 1.7258.717053 117.979815 -'I- "1,7358.731853 enIJ.. 117.979987 -0 58.732356 117.980000 ~~ q ,"; 3 58.736585 117.980184 ~::i 2-'Y./)f, 74.057860 118.729446 u..< '"37,WJ 83.604751 118.869027 ~a r= ~I '/1.81:>91 .863884 118.948312 (L.t !J(),()O 99.993578 118.996177 ZI- START ~g 150.00 ~~ _~D,60 0.000000 117.676410 V~ - '/"1.7'1 0 .261609 117.657457 o , - 'I'{,/8 5 .816349 117.561450 0_ ~41.(P~ 8.352939 117.699988 Ww -;17.'10 22.835148 117.727867 :z:u 1-- -/$.2734.733702 117.697717 !:!::~I - 1~.1~36 .666522 117.413581 wen ~ 1/, 0'1 38.958632 117.548792 u- - If>, ef 39 .105920 117.561258 -x, 137: -/~.~ 39 .137118 117.560349 Z' C-':"b.a5 39.147615 117.559984 '\ 39.150563 117.560103 39.159915 117.560192 , 'Il). &'~ 39.170005 117.5(;>0011 ...... 0,0150.010721 117.939581 1,$"/51.544265 117.893130 S.M: 58.254775 117.690073 58.290323 117.689454 t? '1-, 58.429739 117.693471 ~3.D' 73.015835 117.910389 \_,.,. 73,r.,C 83 .650494 118.214457 '1).111 93.809962 118.490462 99.969996 118.535163 !!.:< 5'().ot>99 ,999184 118.533126 START 200.00 '- -5'D.DO 0.000000 118.392678 " -n,D? 17.912454 118.260737 17.960622 118.260407 -;l~.c>~ 17.967169 .118.259323 -/'I.?B 35.221592 117.677134 c',""" -, .~ " -/1' ,'1::"'39 .250061 117.768081 r" . -Ir..?() 39 .299768 117.770655 0 0 rl ~./l 'I 49.963969 118.259507 . (),() 2..49 .983693 118.260089 C' i',~57.09186G 118.25101.8 '.I "1-5,57,532356 118.257550 ?f,',73 78 .229816 118.581559 3"'."1886.480969 118.649545 50.00100.002873 118.928668 .. - - ,~. -.... ~- ~~~~-~-~ ..... -;,',\.' -';'::,,:; ..'~'- ^ ;L' ': " .'~ ;"";'''1 '"..' ~/:,.<(r. ,)?;~ ::",', \'~ : :,'i" " . ',.' ",<: - ~ .'1 ~ /., .. " """","",,."', , , -' \., ~TART 212.44 _sn.M) 0.000000 - :;7..3' 17 .634486 -".2.1 28.711729 C;-15.Z~ 34 .763219 -/'/,81. 35.140212 -N.n 35.228230 ~tJ.28 38.721491 ~//.t>o 38.995942 _It:>. 97 39 .031160 Z,9047~195968 ",{,oS-56.649105 ".~ 56.664969 ...?'" 56.765530 'Jo.91P 80 .965651 7S.'J,~ 85.328636 "'.2.q~ 92.929298 66.00 100.002873 118.614926 118.712036 118.636200 117 .633969 117.621248 117 .62323S 117.804101 117.825119 117.820114 118.060787 118 .339822 118.339801 118.341293 118.707423 118.698784 118.761410 118 .907425 ~:<,. Z ' ~~: I- wi a:;';l! ~::l -'u uO CJ)O enw w:X: -'I- enu.. -0 ~~ ~::i u..< ~a F~I ZI- ~g ww ::E ::l U o C _, Ww :x: () .....- !:!::13 z tt!!l j:: ~, o <;!: Z\ c ,,', , ./ . (" - o ,/ ~ < .~ .. ... .y , ' , _ _ ^'~ _,. ..^ ~,__...._.,..u_.._'. ..<.~"",. \ " c r. (' ( JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS I. ",'",,,i"~ "..,,,1,, ~ .f xl- ....ffi a:::E ~a uO enO f3~ -'I- 'f' ~~ ~~ ~::i ....< ~a ~,~I ~g W 1.1.11 :E -,1 ::l g~ 0_ !!!~ 1-1= !!:o z ~!a ~~ \ 1820 Jefferson Street P,O, Box 1220 Port Townsend. WA 98368 (206) 385.9160 \-. i Gary A. Rowe, P.E., Director Robert G. Nesblll, P,E., County E,ng/neer 1lEH0RANDtlH DATE: July 17, 1991 ,'1'0: steve ottmar, P.L.S., Principal Surveyor, AES Consultants FROM: Aubrey Palmer Af> SUBJECT: G.I.S. coordinates and point numbers for County Road Project' CR0953, Chimacum Road Improvement. Included please find the list for the 1991 G.I.S. coordinates for point number 1948 (located near Ann Kively Drive) and point number 1949 (located onI.opeman Road). I could not find a reference map or point number for, the monumented P.O.T. northerly of the intersection. xc: CR09S3, Consult. attach: coordinate, listing vicinity map i ; [ 1 t .. "" loo'A! Aecycled PepQr' '.. '", <.j ;,,&,:;~...., ,"<~,~.4._~__~J"Uu_A~~.~~~~\~~~~ c:,~,';.:, ~~,:" Y:i};;:~: :'~:,~ :":~~,L~:~~r;;{;<f;r\ GA05/k~',~X:i '-: :"~~:\i:~:'lli/':0\ :-;{'ii:'{}~}' :~/~' -~'::';'~\}';_"; ;~::,::~'j,: (.;,Y;:.S:i\: ': ;:~ :~{:;;':,';'..X,:~ ??~ ~~~~,,--},~!J:~:;~,~7j :':~i::~:)":~ . , : ' , .,; ..I", t,t~, l':I 'J ;./ ct.'" :-:';,..,:1;. ,,' ''''~1 '-/:-;1-.'" .1.. 't. ;.:~' .,/m",.. I "il ,1.' :', ,II ~ "':' " :i,;: '..', ~"'l ' '; '".", '., '_ " .:' "; ':c, _ .> ,,' .,".~':, -'. ' ;~ . _ ' . '. , ,) :' (".,~, '. _c, '\" " \;" o i;~~ o .~ ~ .. " o '\ z <. Xl- I-ffi a::;: ~~ -'u uO enO enw wX -'I- en"" -0, ~~i ~::;I u..< ~ai Xw' I- xl ~ 1-1 I- 01 z 1-, WW.I ~~ g~ O!:: Ww Xu ~g z Wen u- ~F"I o " Z ,\J ~ o ,/, -...;' J ,rFERSON COUNTY, IlASHINGTON PAGE 3 J 991 GPS PHOTO CONTROl.. SURVEY PROJECT SURVEYOR - UWNE CASWELl. - L.S 12220 . SlJRUEY RPR I L., 1991 B'l' EAGL.E GPS SURVEY CORPORRTION OATUt1: NAO 83 (86) ZONE: 4601, WflSH. NORTH 'STATE PL.RNE IN: US' SURVEY FEET COORDINATE SOURCE CGEOI.FlB): H:'.JEFF~OL.RB~EFF_E.LST Pr__k El_., ",",--nlo I Or-tl-lo El..... 'Or-Iol-lo 1 ~t.it.Udot l.on9it.ud. (U.S. Ft..) Nor-t.hing E..t.ing CUSFt.) Co....._g.nc. Sc.l. F.ct.or- N.... 46: 1'43.62685" N 122:~'39.52766" W 31.56 361074.951 1172679.669 31. 165 -1:25'21.949" '0.9999043459 9146 48:02' 0.32026" N 122:45' 6.57995" W 6.67 382815.059 11709~B.124 8.331 -1:25'43.577" ,0.9999013337 9147 48:01'53.2469"'" N 122:45'23.96821" W 119.44 382124.667 1169804.663 116.997 -1:25'55.035" .0.9999049388 9148 48:01'::101.17589" N 122:46' 4.88920" W 102.09 380262.563 1167055.804 101.662 -1:26'25.501" jO.99990135::11 91019 ~~48.44"8::J' N 1~~:46.~~.b~6~aw H 100::.ti::J ::J817T.i!.71,", 11&4ti::l4.867 102.D7& -1:26'5:3.fi2a- O. g~~;;r-gn;o- 48: 43.76906" N 122:47'31.86970" W 291.02 38138S.8,U 1161170.261 291.016 -1:27'30.260" iO.999901::1458 9151 48:02'15.25390" N 122:46' 2.010302" w 116.03 384419.92S 1167329.332 115.683 -1:26'23.650" '0.999943233 9152 , 48:02'39.99003" N 122:46' 8.47401" W 15.60 386935.353 1166979.940 15.145 -1:26'2B.170" 10.9999013073 9153 46:02'32.37829" N 122:46'010.36972" W 108.59 386218.986 1164790::.566 108.054 -1: 26' 51. 932N 10.999901::1121 91501 48:02'28.58273" N 122:47'19.2098"'" W 123.17 385901.346 11621015.823 122.717 -1:27'20.8::14" 10. 999~431015 9155 48:02'29.2550"'" N 122:47'55.014479" W 140.43 386032.165 1159686.158 139.652 -1:27'47.812" ,0.9999013141 9156 46:02'36.54605" N 122:48'50.297019" W 147.40 386866.247 1155979.104 146.916 -1:28'28.651- :0.9999013094 915'7 48:02'34.66953" N 122: 49' 8.93302" W 146.80 386708.795 1154708.368 146.054 -1:26'42.525" :0.9999013106 9158 48:02'45.57124" N 122:49'31.15121" W 96.28 387852.081 1153227.760 97.779 -1:28'59.0..'7" 10.9999013039 9159 48:03'13.013'76" N 122:50'35.35532" W 63.03 390745.229 1148939.504 62.616 -1:29'46.869" ,0.999942881 9160 46:02'57.48603" N 122:49'44.577'73" W 64.84 389082.605 11523017,'108 64.207 -1:29' 9.0&4" ,0.999942968 9161 46: 02' 56. 71 043" N 122:49'10.26262" W 131.51 388943.768 1154674.329 131.300 -1:28'43.530" '0.999942973 9162 46:0S' 3.64461" N 122:49' 0.73001" W 102.94 369524.808 1159416.190 102.400 -1: 27' 51. 747" '0.999942933 9163 i 466' 11.155013" N 122:47'16.57573" W 142.40 390209.195 1162434.311 141.903 -1:27'18.673" 0.9999012B91 91601 I 48. '10.47267" N 122:46'46.91240" W 154.99 390088.964 11644017.109 154.505 -1:26'56.768" 10. 999942B95 9165 I 48:03'27.6061'7" N 122:46' 2.82943" W 12.63 391769.467 1167485.520 12.825 -1:26'23.963" 0.999942603 9166 I 48:03'45.64724" N 122:46'43.88929" W 152.87 393667.050 1164743.029 152.317 -1:26'54.537" '0.999942716 9167 j' I 48:001' 6. 6B364 " N 122:47'20.44714" W 241.13 S95840.608 . 1162314.360 2011.127 -1:27'21.756" 0.9999426201 9166 1 4B. 7.36629" N 122:47'49.43672" W 349.92 395959.68B 1160347.929 3013.917 -1:27'43.339" '0.9999012621 9169 I 46 3.71971" N 122:48'53.2::1301" W 257.47 395701.557 1156007. 114 256'.671 -1:28'30.636" 0.9999426::16 9170 46:03'49.5rJ446" N 122:49'12.68080" w 216.29 3901295.699 1154649.546 215.650 -1:29'45.3U;" 0.9999012699 9171 1 1 016:03'37.0::1675" N 122:49'55.70683" W 280.07 393108.460 1151695.1B7 276.920 -1:29'17.351" 0.9999012758 9172 4 46:03'56.25677" N 122:50'37.06339" W 18B.79 39512B.479 1148937.954 18B.714 -1:29'48.140" 0.9999012666 9173 46:03'012.360015" N 122:51'24.90391N W 5.63 :393806.032 1145652.765 5.275 -1:30'23.759" '0.9999427::12 91701 I 018:04'29.21862" N 122:51'57.24113" W 466.47 398610.293 1143582.439 465.924 -1:90'47.634N ,0.999942536 9175 ;iO 48:001'31.4::1797" N 122:50'36.52594" W 12B.Ool 399691.147 1149067.550 127.34<1 -1: 29'47. 740" 0.99994252B 9176 I 48:04'43.71839" N 122:50' 1.60600" W 217.26 399873.295 1151470.368 216.913 -1:29'21.742" 0.999942486 91n 016:04'41.65102" N 122:48'50.00681" W 2016.30 39953B.146 1156325.056 245.004 -1:28'28.4::14" 0.9999012492 9179 I 48:001'47.72483" N 122:47'55.99930" W 206.97 01000159.9153 1160007.900 206.3012 -1:27'49.213" 0.999942473 9160 oIB:05'47.51596" N 122:47'56.ll035N W 60.86 406116.1215 1160154.003 60.964 -1:27~48.307" 0.9999012323 9181 018:05'34.61660" N 122:49'20.212010" W 195.08 0104956.150 1154413.399 194.526 -1:28'50.923" 10.9999.0123018 91B:! . .'- :/.., -'~"t \, '~/,,o I,J ":, 1m. ;"'.. ','.oJI" ,:1' t.',' to ['J1"I, ',11' J""':':I, i ''''!JJ!ll' #(.,:.1:1/:' ',',' "" '<":.-' .,," ;, ". 'jJ' '~',' <,'~ ..t ;, , ',;' ''''; f'r'", : .".' ' ", ,I ',: ,.,:, ":,.,"? ';', i "i /', ".;....;.." o ,.,e;:i.j~.x~";;'" o .~ "1 .. , , o '\ , z < ' Xl- I-ffi a::::E <::l UJu -'0 Uo ~~ ~I- (/)LL -0 ~~: ~::;! LJ.. <(, en ::li _0 Xw I- X. Z 1-' ;::01 Zh W W' :::E- ::>i5\ U tr' OJ:1'' c _! W Wi Xu t;:i= -Oi z, tl !!11 i= i!=,: o ' Z \J . o ... ..~ 1Rl'--" --- --------- 1 -~~~~..,.>. - - -- 7i11iJ1........-:ae. o .~~ o .. " /"" ( APPENDlXIV.llJ.< z < ' xI- I- Z, w. ~~I WUI -'01 U O. ~~il w~, -' I- I enLL 1 - 01 !:iJ ~I ~::;[ LL <, en ::ll :i:Oj I- w, zi!=1 ~~I' ww ~~ g ~]; Ww Xu 1-- LL 1-1 _0 Z wen] u- 1= x,]' 0'7 z ~ \ SAFETYCHECKUST A SUPPLEMENT TO THE PROJEC1'PROSPECTUS FOR 3R PROJECTS \; PROJECT: STP Q161 (004) Number Chimacum Rd. South CR110B TIlle Jefferson County CilylCounly The proposed project should be given a roadside hazard inVClllMy 10 deImnine iflhe fonowing elements exist within the projcct ter nlini and if the scope of the projcctincludes COIISIIUCIioo. elimination. modif"lClIIion. orprotcc:tion of lbescelemeDls: Drainage Structures Existing: -0- Proposed 2 Project includes mitering end sections: Yes: X No: Comments: APproach culverts may be reauired at tvJo locations. Guardrail (Reviewed for AdcqWlcy) Comments: None existina. if slopes are wid..n..d. non.. warr..ntf>d. if not:. possible @..l:lf.lt:wf>f>n Tl'lpF'=n Rd & Old H;or'll"",k Rr'l nnrt-hprly int..rs=tion. ( ", Signs, Signals, and mumlnatlllD Supplll1ll Existing: Prooose4 Breakaway bases proposed: Yes:" No: Comments: Meets current stano'lards except stop sian @ Old Hadlock NO.intersectinn 1-" hf> r..moved. Bridge PlenfAbutmentl ProlCCtion Existing: Pro!.ec:Iion Proposed: Comments: Nnnp nn 'PrnjQt"'Oi- T 10 Clear Zone (Reviewed for Adequacy) RoadsldeObslaClcs: Trees: -- UtiJltyPolcs: 10 DhchCross.Scctions: Portions have 1 112 to 1:1' for slopes. ProlCCtion Proposed: Clear trees as necessary, re qrade ditches in areas of wideninq. Relocate utility poles in construction zones, maintain Comments: current in overlnv onlY ar.eas. Horizontal AUgament (Reviewed lor Adequa(7) Comments: Adequat.. . ( Vertical Allpment (RevIewed lor Adequa(1) Comments: Adequate April 1011 ! .. - -,...... "II" f,IIlR~" - -~ 'i j /If IX . l>1-771 l.{j ~r ;:::/1.& j. '..... " i. ) ~, " I' 0 \ \ o ., ! \] It: . '''" I i.._... ~ -- ,- z, < ., :x: 1-1 ~~(i ~::> -,U uO ~~I' w:X: -'I- enu.. -0 ~~ ~::; LL< !Qa :X:w I-:x: ZI- ~~ ww ~~- U ' o C_ Ww :x:u 1-1= !:!::~ wen u- -. :x: I- "".'J o ,: Z\ . . . ~ lDII'--"V~ ,~ m1~ 1I11_.-----'-- - o o (. -~ 'i .. " ( ( APPEND/XIV.IN Roadway Widths (Reviewed 'or Adequacy) Commcnls: Adequate ) . Sight Distance (Reviewed for AdeqUllCY) Comments: Adequate, some sight triangle clearing at intersections of approach roadway. Pavement Structure (Reviewed for AdeqiUlcy) Comments: Adeauate. use road rater for overlay recm:irements Tramc Control Devices Warranted: Comments: UnWllmUlted: X Stops on approach roadway Side Slopes (Reviewed 'or Adequac:r) 'Comments: Existina siq~s are not adequate. any new side slopes ton hP r'onl'ltructed wi 11 meet current standards. ) f ...... IV.1B-8:V:LACU \-.. , i. ."i y:\ o o ..) Aprll "" . ~~~ z <~ :x:z; I- w', a: ~! < =>\ Wu -'0 UOi ~~\ w...-: ~ t:! -0: :E ~I ~::;, LL 1 -01 i!=~' Z 1-1 i= 01 Z 1-, WW' ::l: -: g~ c_f Ww :x:u ~13 z wen u- -:x:' b 1-'1 Z \J . . o o III APPENDIXI/.,., ( PROJECT APPLICATION CHECKUST LOCAL AGENCY: ..)E"FF'e"a ~ f'". \ -~ '" PROJECTmENi'IFlCAll0N: CI4'I4A!-U~ (J.() . ~cJ~ (. Use this sheet as a cover sheet to the project application package, Place an "X" ~ the right column to denote ilems included. If nOl applicablc. Slate NI A, Include in the cover letter a comment explaining the aclioolaken 00 each item as appropriate. Applicalion: I. ProjectProspectus(DivisionD-I) ........................................ 2. Vicinity Map .................,................................. 3. TypicaIRoadwaySeclion............................................. 4., Typical BridgeSeclion ..... . . . . . . . , . . . . . . . . . .' . . . . . . . . . . . . . . . . . . . . . . . Sa. CitylCountyAgreement(DivisionO,2) ...............................,..... Sb. ResolulionNo._,Dated: ' (ifrcquired) .. . . . . . . . . . . . . . . . . . , . . . . . Supponing Cal.a: 6. A.9SProjectNolilication&ReviewCOmments.............................,... 7. SlatcClearinghouse(PCAA).........,.............................,... 8. RailwaylHighwayGradeCrossingOlecklist(Appendixm.3-S) ....................,... 9. Safety CheckIist-A Supplement to the Project Prospectus for 3.R Projects (DivisionlV.1AorIV.1B) ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . 10. PholOsofRailroadCrossing ......................;.................... 11. DeviationRequcstandDevialionAnalysisFonntoJustifyRequest . . . . . . . . . . . . . . . . . . . . . . . 12. Project Affects Parks. Wildlife. Recreation Areas. orHistorical Sires (USDOT Act- -Seclion4f) (Division 0-4) .................;.................. 13, EnvironmenIalConsiderallons(DivisionD-4) , . . .. .. .. . . . . . .. . . . . . . . . . . . . . . . . . . a. ClassOCal.agoricaUyExcluded(CE)...,...........................,..... b, ClassmEnvironmenIalAssessment(EA) ,................................. c, ClassIEnvironmenlallmpactSl.atement(EIS) . . . . , . . " . . . . . . . . . . . . . . . . . , . . . . . d. SEPAChecklist . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14. Hearing Notices (Division m.2) .......,.............................,... a. TranscriptofHenrlng . . . , . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . , . . . IS. Location & Design Approval (Division IV.2) ............,..................... 16. RightofWayRequlred(Dlvisionll.S) ., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . a. RelocalionPlan ...,...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . b. Right of Way Plans ....,.................,....................... c, TrueCostEslimate ,........,........,.....,......... ',' . . . . . . . , . . . d. Request Right of Way Fund Authorizalion .. . . . . . . . . . . . . '. . . . . . . . . . . . . . , . . . . . 17. Right of Way Cenlficalion (Division II.S) . . , . . . . . . . . , . . . . .. . . . . . . . . . . . . . , . . . . . 18. Fish,Game,EcologyCoordination(DivislonlD-4) ...,........................... 19, AgreementslEasements with Railroads. UliIilies, and Other Agencies (DivislonIlI.3and-4) ',.......,............,.,...........,...,..... 20, Evaluation of Flood Plain (DIvision 0-4) , , , , . . . , . , . . . . . , . , . . . . . . . . . . . . . , . , . . . 2 I, Shoreline Management Act Penn It, Coastal Zone Management Compliance and Wellands(DivislonIIl-4) . , . . , . . . . . . , . . . , . , . . . . . . . . . . . , . . . , . . . . . . . . . . . 22. Involvement with Corp ofEugineers, Coast Ouan1 (Division m-4) .,............... , . , . . . 23. FAANotificatlon(FAAForm7460.I)(DMslonm-4) ...,...,..,..............,... 24, TledBlds(DlvlslonIV-4B)..,.......,................................. 2S, Lobbylng(DlvlslonIV.3'()2) , . . . . . . . . . . . . , . . . , . . . . . . . . . . . . . . . . . . . , . . . . . a. CertlficaUon Regarding the Restrictions of the Use of Fedcral Funds rorLobbylng . . . . . . . . . . . . . b. DisclosureorLobbylngAcUvltles ..........,........................... REMARKS: II.'.' :V:LA02 N.vMlb.r '''0 V'""' ......... ~J4 LIlA - "..- I 1 I I N/14 Ii/A fJ/A . "...- IJII4 N/A , III/A )( ,.v/IO N/4 ( '..... /J/~ J..J/A IJII4. ~ " ) .f' " '" \;; - .. 0 o \"",.. .. "'''~~~~l I .', 'ic~_~:;,,,,.lt) ;'i~"\'~_)'li ~ 1. ,~,J:,:1),' , " i,"':~,-_! :'~.'(j'i '.'. "'.-'i'{:": """. /,'}.. , 1IIIIIB.1D'-- -- Z <' :X:I- !z: w, a: :::E \ ~::Jr -,U\ ug, Ul w 1 (fl:X:1 ~ 1-1 en LL ) ~~r' ~::; LL< Ul ::J, :i:oi I- ~: ~ 1-[ I- OJ zl- ww ~5\ g~1 Cl t:! WW! J:U t;:i= _0 ..Zj wen u- i= ~': o (J z '\ '1 o -! i , .. .. --<<JW"~ -- ---....- --~ o o .. ., ( JEFFERSON COUNTY DEPARTMENT Of PUBLIC WORKS 1820 ,Jefferson Street P.O, Box 1220 Port Townsend. WA 98368 (206) 385.9160 Gal)' A. Rowe. P.E,. Director Robert G. Nesbitt, P.E" County Engineer September 27, 1993 Mr. Jim Werle city/County Liaison Engineer District 3, Local Programs P.O. Box 47440 Olympia, WA 98504-47440 Re: Chimacum Rd South. Improvement, CRl108, Fede.ral Aid Rte. No. Q161 Dear Jim: Submitted herewith for the above referenced project are the Federal - Aid Project Prospectus, the City/County Agreement, the Safety Check List for 3R Projects, ~e Vicinity Map, a copy of the B.O.C.C. Resolution, the Certification Regarding the Restrictions of the Use of Federal Funds for Lobbying, ,and the Project Application Checklist. Items that are left blank on the Project Application Checklist will be submitted as necessary or as completed, as outlined below: 1) A S.E.P.A. checklist will be completed and a threshold determination made for this project. 2) No right of Way acquisition is anticipated at this time. However, at the time the design is finalized, the County will submit the appropriate Right of Way Certification. . . Jefferson County is requesting that this project be reviewed by FHWA and be classified as Categorically Excluded (ClasG II) under NEPA guidelines for environmental considerations. If you have any questions, do not hesitate to contact me. .;~nce~ '_ ~:i:" program Manager Enclose. xc: CRll0a corres. 100% Recycled Paper 1~1I~ __: ~'DlDIlJBI -----11IIII \. *""j .., i I' .1 '..... '. ) -', /' 'I' 0 \ o . '.') ,"', I r~."; .) -.. ~..j P;t-- l~---!nOIpmE-fk, ':WM.i",,("~ z < . X~ I- Z, W, a: ::;) <:::>1 ~g\ UO' ~~i LU ~, -I t- i (/) U. i -0; ~~! ~::;t LL <, Ul :::>: :i:~! I- xi Z 1-; ;: 01 Z 1-1 WWI ::E -I a~ g~I' Ww Xu 1-- ~~I wenl S! :i:1 bl-,:j Z \~ o . ,...j .. - - V~'_._-- _ KII '1HZlfll -----. ~ ~ _._----..IIl:MIir--1 o o .. " ( WASHINGTON STAlE DEPARTh1ENTOF TRANSPORTATlON FEDERAL - AID PROJECT PROSPECTUS AGENCy' Jefferson County DAlE9,l12/PJ lO.llLl FEDERAl.AID PROJECT NUMBER -5TPR.- .Q161 -.Prefii.------- Route 020,209 llO Other FEDERAL PROGRAM TITLE: 0 20.204 0 20.205 PROJECT TITLE.:-.-Chimacum Rd. South o 20,206 PROJECT lERMINI FRoMS'LY Terminus of Chimacum Rd ~ of Redeamer Rd. Project FROM: MP -D..AL. 10 .J....1.5.- MP Length 01 Project ~ Miles AWAAD lYPE W Local Cl Slale o local Forces 0 Railroad County Number ~ County Name ~ Federal Agency: ~ FHWA o Others City Number EIS CE EA DOT District...__~..--, Congr.sslonal Distrlet........2.___ 01 fill 0 III Leglslativ. Dislricls~Urban Area Number --:-- Area Clearinghouse _ MPO_ P.E. 40,000 5,400 , 34,600 86.5 10/93 RIW -0- CONST 160,000 21,600 138,400 86.5 10/94 TOTAL 200,000 27,000 173,000 .............--.................... -. -..--.-.-.--........ DESCRIPTION OF EXISTING FACILITY (Existing D.slgn .nd Present CondRlon) Roadway Width: .._2.4.____Numberol Lane.: -2. This portion of Chimacum Rd. is a rural SOMPH 2 lane road with intersections that are of low design standards & poor sight distance due to inapproriate approach angles. ..............................................................-........-........-..................-..-.-.............-.............---.--........-.............................................-.......-............-... DESCRIPTION OF PROPOSED WORK . 0 Now Construttion 10 3-R Roadway Wldlh: _.:var.i~l;l........,:...... ' Number 01 Lan.s:..~............"._............... The proposed work is to provide irrprovements to the approach intersections by relocating at least one, & irrproving turning radii on others. Also included is the adding of appropriate biCYCle/pedestrian facilities along a portion of the project w.~P.!.&I!l "TIiI8 Phone (206) 3D5-9160 Waahlnnlon -f ~Codo 96366 ~' BV: ov ng uthornyl TITLE: ..."CQ,I.\lltY....JJ:r.1gj,~.r..........,.................. DATE: .J:.~..~.:f....."" Chy a .r P.O. Box 1220 Port Townsend, LOCATION AND DESIGN APPROVAL (Optional lor CA Agencl.. Only) DOT Form 140.o0QA R.vlaod7/87 Peg. 1 013 ,1'~::1}:;,:::!':S..<: -':, ' " ~'iI'i'_~_~.......____ ':. ..(, MIL........ i".' ~ LJ J I I { - --'1 -.- .~ 9 '..... ) ..Jo' .. ", '....: I- 0 o """"""'" Z <' :x:1- I- ffi, , a: :E I ~a\ do (J) o! (/)wl w:X:' -I I-! (fl ....1 - 0' ~~I ~~l LL;:, !2o i!=w, zFI ;: 01 ffi~1 -- -~;. OJ!: ' ::l g~ 0!::::1 Ww :x:u 1-- !!: 13i ..Zj wen u- t= i!='1 o "J z ;, 'I. . o o .~ 'i .. " ( J rA'GENCY ! Jefferson Count j DATE SC I I I I II ~ 'C Principal Anerial a: 0 Minor Anerial ::> C Collector --1- Cl Major Collector Cl Minor CoIlec1or Cli Access StreetIRoad FLAT . ROLl Cl MOUNTAIN varies varies varies varies FEDERAL FUNCTIONAL CLASSIFICATION a o r.J fi(l Cl o FlAT 50 50 3281 4800 2003 1992 Principal AIIerial Minor Anerial Collector Major Collector Minor Collector Access StreetlRoad ROLl ,MOUNTAIN Total Number of Accidents YEAR Number 01 Accidents Number 01 Number 01 Inurlec Accidents Number 01 , FatslUieB 1990 199-1 , 1992 1 o 1 o o 1 $ J8 o 0 o 0 1 0 ",P/, , "G, o o o 1 o 2 ,Me ",' gi'~b.:#i%jY:':. M{#j,,~t~!.P*}z, TAli" VM ~t.h~k~1;~1~t'~~.mf~~;:.,,;~~{~..."; :~..' f'~~,'''.:' 1 .. ":jjti: -', '..... c "j\:tt~i "~ili,C: Agency 30 % gency % Preliminary Engineering Will Be Performed By: Construction Will Be Performed By: ENVIRONMENTAL CONSIDERATIONS Project is believed to be categorically exenpt. However, a S.E.P.A. checklist will be completed and a threshold determination !Mde at the appropriate time. .............................................--......................-..-........-.-.--.-.-.----....--..............-...-...........-.--....-.............................. RIGHT OF WAY AND RELOCATION No Right of Way is acquisition is anticipated at this time. If Right of Way is determined to be needed, the prospectus, along with other documentation will be revised . '- ) ,1.. /' I:~~R~~-==.~_,_____.__J ~, >'" \., o ~.. I' 0 DOT Form 140-oog A Reviled 7/87 P~e 2 013 -- -- z, <( " :z:!z ! I-w a:::::E ~::l -,u uO enO enw ~~I en ....1 ~~f ~::; u. ~I. ~o ::i:w I-x zl-/ ~~l ww ~~ ~~1 Xu ~i= _0 z wen u- -X I- ...,. ~ ~\ . -' .- --~-----:~ '--'-MMl._~'-"" _ ,.-.--- -....... -- o. o .~ 9 .. "' . " , ( I :~c;:;::~. South <,' 'I AGENCY Jefferson County I DESCRIPTION OF UTU..ITV RELOCATION OR ADJUSTMENTS AND EXlSnNG MAJOR STRUCTURES INVOLVED IN THE I PROJECT: ' I I I ~~~/93 None FAA IIIVOI.VEMENT I. any airport Iocal~ wnhln ~ mllli. d the prcpo.ad proJac:l? Cl V.a IJNo REMARKS: ' I..... THIS PROJECT HAS BEEN REVIEWED BY THE LEGISLATIVE BODY OF THE ADMINISTRAT10N AGENCY OR AGENCIES. OR rrs' DESIGNEE. AND IS NOT INCONSISTENTW/TH THE AGENCV'S COMPREHENSIVE PLAN FOR COMMUNIlY 'DEVELOPMENT.. ' . AGENCY: \-:.. , DATE:~~~,I?~ BY: i, y:\'" Q -fi--- _AtrM:-~ ..mr q-UlIlIlIilPlS ~JUIIIIrOWlllT" . !i~r- ... ___ I!IIl o ~ o .. ...... ..~ taUon ( W,S.D,O,T. use ONLY FEDERAL AID PROJECT NUMBER Wuhlngton Stat. Deplrtment of Tra, z c( , XI- !z; W' a: :::E' ~::::lf -,U\ UO, enO, ff3~! -' I- I enu..1 ~~l ~::; LL< en::::l! _01 i!=~l ~ 1-1 I- 01 Z 1-[ w UJ, ~~ u (1;1 g t!1' UlW Xu 1-- ~~\ wen u- i= i!=:i ~~J \, AGENCY NAME a BILUNG ADDRESS Jefferson County Department of Public Works P.O. Box 1220 Port Townsend, WA 98368 AGREEMENT NUMBER WASHINGTON STATE DEPARTMENT OF TRANSPORTATION CITYICOUNTY AGREEMENT -~~ - ---if -'II -J ~ .... ThB Local Agency having complied, or hereby agreeing to comply, with the terms and conditions set forth in (1) Tille 23, U,S. Code Highways, (2) the regulations Issued pursuant thereto, (3) Office of Management and Budget Circulars A-102 and A.128, (4) the policies and procedures promulgated by the Washington State Department of Transportation and, (5) the Fed. eral,aid Project Agreement entered into between the State and Federal Government, relative to the above prOject, the Wash. Ington State Department of Transportation will authorize the Local Agency to proceed on the project by a separate notification. Federal funds which are to be obligated for,the project may not exceed the amount shown herein on line s., col. umn (3) without written authority by the State, subject to the approval of the Federal Highway Administrator. All project costs not reimbursed by the Federal Government shall be the responsibility of the Local Agency. PROJECT DESCRIPTION Name Chimacum Rd. South Length 0.74 TerminI 5'LY terminus of Chimacum Rd. project to S'LY of Redeamer Rd. Description of Work Intersection improvements, bicycle/pedestrian facilities, and traffic facilities. a. Agene}' Work b. Other Consultant c. State Services d. Total PE Cost Estimate (a+b+c) Right-of-Way e. Agency Work f, Other g. State Servlcos h, Total RIW Cost Estimate (e+f+g) Construction I. Contract J, Other k. Other I, Other m, Total Contract Costs (l+j+k+l) Construction Engineering n. Agency o. Other p. Stale Forces q. Total Const. Engineering (n+o+p) r, Total Const. Cost Estimate (m+q) s. TOTAL COST ESTIMATE OF THE PROJECT d.h.r Fodoral pa~lclpallon In Conll,uellon Englnearing (q) _lImllad 1015% ollh. Tollll Conlra'" colto, (line m, oolumn 3) Tho Federal.ald pa~lclp.tlon rata In lItla proJec1 will be dGI.rmlnud bV lhe Fodo,al Govemm.nl, The pa~l.. oxpectlhat h will be ~ " howavar, h .. undllralOOd Ihallh. role may va,\,. The Local AGancy agrae. 11Il,'lhll eor8llmenl Is .ntared wtthoul ,olVlng upon anv ,eprel.nUlllon by Ihe Slale modo out.ldo D thl. contlael. or contolnacl heroin, u 10 whatlho F.cfa'1l1 pa~lcIpntlon 'l1e will be. h rll~h.. oorea. Ih., h will not oondlllon lOny future aellone wllh rolPClCl to tho proJect GOvarod by Ihl. agreemont upon paat, currant, or Muro repro..ntatlonl 0"0 tho Faderel pl~lClp!tlon 'alo, The dolll, amount or F.cfara' partlclDatlon cannolaxceed the amoull' .hown In IIn. .., column (3). All 00." not rolmburaed by the Faderel Gov.rnmont.hall be Ih. rasponalblllty oItha LocIlI Agency. EsnMATE OF FUNDING (2) ESTlMAlED AGENCY FUNDS 810 , ::::~~:~:?9.::::::::: 270 5,400 TYPE OF WORK (1) ESTIMATED TOTAL PROJECT FUNDS ....~.(9,QQ,........ ..~~,(9.QQ......... 2 000 40~000 P.E. o . " DOT 'Ol>ldOII.. 11>'111" (3) ESTIMATeD FEDERAl FUNDS ...:?,(l?,Q,......... .;lZ,(~.~,Q........., 1.7)0 34,600 '..... i, ) ,J' ! \, I- 0 o '" ~ ,"" , , ij 1...1 ,,) tI' ') ',I,';, .;&~:&;;!ii~,~...~ Z < ' xl- I-ffi a::::E <=> Wu -'0 Uo U'lw ffi X' -' 1-' en"- -0 ~~ <- a:-' u..< ~a XUJ I- x, Z 1-: -01 ~t- UJ UJI :::E- ::lC\ U cr' g21' UJUJ Xu ~ i=, -Oi ZI wenl !:! :i:.1 51-1 Z \J 'I o . -.J 'lI" ,~.r.;....",..... o o \. -~ q 11II CONSTRUCTION METHOD OF FINANCING (Check Method Selected) I 'j ;j ~ 1 1 1 I j STATE AD & AWARD METHOD A _ Advance Payment. Agency Share or Tolal Construction Cost (Based on Contract Award) ................,........,...........( METHOD B _ Wrthhold From Gas Tax tile Agency's Share 01 Total Construction Cost (line r,. <XlI. 2) In the amount 01 S at S per month lor _ months ........,...........................( LOCAL FORCE OR LOCAL AD & AWARD X METHOD C .....x.- Agency Cost Incurred with Partial Reimbursement.,..............................,...........,....,.........,............,..........................l ) The Local Agency lurther stipulates that pursuant to said Title 23, regulations and policies and procedures. and as a condi- tion to payment 01 the Federallunds obligated. it accepts and will comply with the applicable provisions set forth below. Adopted by official action on , 19__ Resolution/Ordinance No, AGENCY OFFICIAL BY: ~rr~ I SCOPE OF WORK The Agency shall provide all the worle, labor. materials and services necessary to perform the project which Is described and set lorth in detail In the .project Descrlpllon' and "Typo of Work.' Whon the Slate acts lor and on behall 01 the Agency. the Slate Ihall be deemed an agent 01 the Agency and shall perform tho services described and Indicated In "Type of Work. on the lace 01 this agreement, In accordance wnh plans encl speelllcations as proposed by the Agency and apploved by the State and Federal Highway Administration. When the Slate acts lor the Agency but not subject to the right 01 con- trol by the Agency, the Slate shall have the rlgt.t to perform the wort, subject to the ordinary procedures 01 the Slate and Federal Highway Admlnlstra. tIon. H DELEGATION OF AUTHORITY The Slate Is acting to lullill the responsibilities to the Federal Govem. ment by the administration 01 this proJect. Tha Agancy agraeethat the State shall hava the full authority to carry out thla administration, The State shall review, process and approva documants required lor Federal.aId relm. bursemantln accordance with Fedoral requlramanls. lithe Stata adver. tises and awards the <Xlntract, tha Stata wllllurthar act lor the Agency In all matters conceming the project. as requested by the Agency. " the Local Agency advertises and awards tha project the State sh...'1 ravlew the work to Insure conlormlty with the approved plans and spaciflcallons. III PROJECT ADMINISTRATION Certain types 01 work and services shall be provided by the State on this project as requested by the Agancy and described In the "Type 01 Work. above. In addition, the State will furnish qualllled personnel lor th.. supervision and Inspection 01 Ihe work In progress. On local agency adver. tised and awarded projects, the supervision end Inspection shall be limited to ensuring all work Is In conformence wllh approved plans, spaclllcallons and Federel,ald requlrementl, The salary 01 such engineer or othor super- visor and all other salaries snd costs Incurred by Slate forces upon the project will be considered a cost thereol. All costs related to this project Incurred by employaes 01 the Stale In the customary mannor on hlghwey psyrolls and vouchars shall be charged as costs 01 tha project. IV AVAILABILITY OF RECORDS All project records In support of all costs Incurred end octual expendl. tures kepi by tho Agency, are to be melnlalned In accordsnee wllh proce- dures prescribed by the Division 01 Municipal Corporations 01 the Slate ' Audllor's Offkxt, the U,S, Oepartmant 01 Transport,"on and Wuhh'lOlon Departmant 01 Tronsportstlon. The racords shall be open to Inspection by the State and Fedoral Govarnment at all ressonable times and shall be retained snd mada avallsblo lor such Inspoctlon lor a period of not Issa than three yoars from tho IInsl psyment 01 any Feder,'.ald lunds to the Agency. Copies 01 said racordl shsll be lurnlshed to tho Sllto andior Fed. eral 90vernmonl upon raquesl. DO'" '~'O.03D (Aft to.-o,,-, WASHINGTON STATE OEPARTMENT OF TRANSPORTATION BY: .................. '" locoJ _.... ON Executed PROVISIONS V COMPLIANCE WITlf PROVISIONS The Agoncy shall not Incur any Federal.ald partlclpation <Xlsts on any classification 01 work on this project until authorized In wrIllng by the State lor each classification. The classlllcatlons 01 work lor proJacts are: 1. PrelimlnBly Englneertng up to and Including approval 2, Preparallon 01 Plens, SpecIfIcations, ancl Estimates 3, Rlght-ot'Way Acquisition 4. Project ConstJucllon In the event that Rlght-ol.Way acqulsllfon for, or actual construction 01 the road lor which Preliminary Engineering Is unoortal<en Is Ml started by the cloalng olthe fillh fiscal year loltowlng the fiscal yoar In which the agr.... ment Is axecuted. the Agency will repay to tIKI Stale the sum or aums of Federal funcls pald to the Agency unoor the terms 01 thla agreement. (Sea SoctIon VII!.) The Agency agrees that all ..egea 01 construction necessary to pr0- vide the Inlllally planned completelaclll1y. within the limits of this proJect, will <Xlnlorm to at leas! the minimum valuea sat by approved AASHTO design standards applicable to this class 01 tllghweys, even though such additional work Is financod without Federal,a1d participation. Tho Agancy agrees that on Federal,ald highway constructlon projacts the current Federal.ald ragulatlons which apply to liquidated damages rei. allve to the basis 01 Federal partfclpallon In the project cost shall be appll. cablo In the event the contractor lalls to completa the contract within the contract lime. '..... VI PAYMENT AND PARTIAL REIMBURSEMENT The total cost oltha proJect, Including all ravleW end engineering costs and other expenses 01 the Slate, Is to be paid by tha Agency and by the Federal Govarnmant. Fedarallundlng ahall be In accord with ttla Surface Transportation Assistance Act 1978, lItie 23, Unlllld Statas Cedo, as amsnded, and Offlee 01 Monegsmont and Budgat Circulars A.102 and A.128. The State shall not be unlmataly responalblo lor any of the costs 01 the proJect. Tho Agancy shall be unlmatoly responsible lor all costs associ. ated wnh the proJoct which ora nol reimbursed by the Federal Govemmant. NOlhlng In this agreement shall be conslrued as a promise by the Stato as to the amount or nature 01 Feders! participation In this project. 1, Preliminary Englneerlng, RIght 01 Wav Acqulalllon and Audit Coats. n,a Agency will pay lor Agancy Incurred costs on the projoct. Follow. Ing such paymenls, vouchers shsll INI submitted 10 the Stale In the lormat proscribed by the State, In qUlldrupllcata, not more than ono por month. The Ststs will reimburse tha Aglncy up to tho amount shown on tho lace 01 thll agrenmantlar thoea COSls ollglble lor Fedoral participation to tho e.tonl thllslJch costs are directly lIttrlbUtable and propariy allocabla to this pl'oJect. Expandlturos by tha Loaal Agency lor the estsblllhmont, mainte- nance, general administration, supervision, and other overhead shall not be sllglbls for Federal participation. The Stele will psy for Slate Incurred cosls on Ihe pro/set. Following payment, tho Stata shsll bill the Fedorll Go.emmonllor relmbur..ment 01 thou coSls eligible lor Federal partlclpallon to Ihe extent Ihst such COltS '. ) , ,J' '.." .' o o . ~ y- - ---.,. --:---:--- - - --- -- 0/ ~ o ~ .'11 l.; III " ~, " ( APPENDlXN4-fD c., c.ltlflc.,lDnRegarr:llng lheRe$iltctlDns ofth. UlHofFllderalFunds fDrLcbbylng The undersigned c:atifies. to 1he best of his or bertDawledgeand belief,lha!: I. No federal approprialed funds have been paid or will be paid, by ClI'on behalf' ofllle Ulldt:r.signc:d. to any person for inOuencing ,or auempting 10 inOuern:e an offICes- or employee ofuy federal8gellCy. a member o!Cmgress. an offx:er or employee of Congress, OJ' an employee of a memberofCclngRss in CClnIIettion ....;Ih the awarding oCllny fcdall COIlU'ICt,lhemaldng of any federal grant,1he making of any federa11oan, tl-.e eolering inlOaI' any c:ooperative asn:emenl,and lhelllltension, eontinuation,' renewal. amendment, or mocIiliC8lion of any federal c:amract, JIlUII,IolIn.ClI' ~tiveagreemeoL 2. If any funds other than fccIetaJ appropriated funds......., bcenplld lll"wiIl be JIl'.id to any person forinOuem:ing orauempting 10 influence an olT'aceror employu of any fedenl ageaiCy.alllt'.mberofCmgrcss. an orrJCet oremployeeofCongreu. ClI' 811 employee of a member ofCongrcss in c:onnection wilh Ibis federal conll'aCt, pzlIIl.loan, or cooperativeagreement,1he undersigned shaD c:omplet.elllld submit Sl3IIdanl Form.UL, "Disclosure Form 10 ReponLobbying," in IICC<<dance wilh ilS instructions. Z <' x!z I-w a::E r5::> -'u uO enC enw wX -'I- en"" -0 ~~ Q'i::; LL< ~a Xw I-x ZI- ~ :=1 W UJ. ~~ 0-1 Ww Xu I-j:: ~~\ wen u- i5 ~, Z ~ 3. The undersigned shaD require WIthe Janguageoflhisc:e.nification belncluded in Iheaward clocumenrs for alIsubawanlsalall lien (including subgranlS. and conbuc:ts and su'bconlnlc:ts IlllderIlJllllPs,subgt8nIS,Ioans.and c:oopeIaIive qn:emen1S) wbich exceed $100.000. and lhal alI.llCb subrccipienls sIuII.I c:aIiIY Md discloseliCCOldingly. This c:ertifJCation is a malCriaJ n:presentatiOll offact 1lIpIlII wbich IeIhmcc was plal:cd when Ws transacUollwas mad: onnlered inlO. Submission of Ibis ccnif"lCl\tioo is a prerequisite farllllldng ormlaing inIo tbls transactio!l impoI:l:4 by Section 1352- nile 31. U.s. Cede. Any person wbo falls to file 1hen:qulredca1lf"1ClIllon aball be IAIbjocllOllclvUpeIIIlItyofaotless dUlll $10.000 and not more than $100.000 Io..u.cb IIICb failure. ' ~.. , '..... ( ~~~J,d. o?lJ If)?~ Date' ' '-' , i. i.IV' \' r-'-~ o . (' " ""_/}or "'0 ~HIflII~-~ ~.IOlI'iZ_ U ~ z <~ i!= ffi: a: ::E \ <;:)1 WU\ dOl en Cl, en w\ wX' -' I- I (f) u.! -Oi ~~! ~::;! LL \ \ - \ -:. , .. . .. , .. , ""\ i .. "'( i i i i i I i ~, i ;: i :i i ::t i i r- \ \ '" In -\' i" I 1~" EiIIII!! ._~- -.,.- ~ . o o .. ( GtNERI.,l HIGHWAY MAP JEFFERSON COUNTY WASHINGTON ... 12 I~O . ., II 40' ~... ( W~IPt .-....... J~l . ..-.-..-..-..............."-1:.,.. " i i / ~. .....It... I \ .-.-::::... ,I ':j ! , ... ." , i, I"~ i i \ ; \1 l. I" I --- ...... ) /' I' --. ~ j J .~ '"1 " \',; \ o o ~'" ,,:..1'.' I r" H.J -~~IJiII"____ ~Ji~- ,-- .............. Z <' XI-!Z . W' a: ::E · < =>r ~gl uo; ~~\ ~ I- i en u..1 -0, ~~! ~::;I u.< en ~i -oi Xw/ I-x ZI- ;01 Z 1-, WWi :::E a,' =>\ g~1 o~l. Ww Xu t;:i= _0 Z wenl u- i= X, 01-::' Z\ . . ''';;;,....J - 1R__Dfi5II! - - --- o '''''; STATE OF WASHINGTON COUNTY OF WASHINGTON In the matter of: Initiating a County project designated as CR110B x RESOLUTION NO. 81=93-- x x ZT IS HEREBY RESOLVED that Chimacum Rd. , County Road Number 932507 , from M.P. ~ to M.P. ~ be improved as follows: Improve intersections and bicycle/pedestrian facilities as appropriate, improve traffic facilities. ZT I'S P'O'RTHER RBSOLVBD that an appropriation from the officially adopted road fund budget and based on the County Engineer's estimate is hereby made in the amounts and for the purpose shown: ' PURPOSE Engineering PREVIOUS APPROPRIATION PRESENT APPROPRIATION $ o $ 40.000 (34,600 ISTEA/STPI Right of Way Acquisition o $ -0- $ 40.000 (3~,600 ISTEA/STPl _~~60.000 (130,400 ISTEA/sTPI $ $ Construction: $ Sub-Total o o ~ Contract __ County Forces TOTAL $ $200.000 (173,000 ISTEA/sTPI o xx This project is included in the officially adopted annual road program as Item No. 5 The project is hereby made a part of the officiaJ.ly adopted annual road program in accordance with R.C.W. 36.81.130. IT IS FURTHER RESOLVBD that: XX The constru~tion is to be accomplished by contract in accordance with R.C.W. 36.77.020 et. seq. The construction is to be accomplished by County forces in accordance with R.C.W, 36.77.060 and W.A.C. 136.18. lb- I PASSED AND ADOPTE)) THIS' 010 DAY OF-c::::.rJr~6-Dr.., Iq1~. BOARD OF JEFFERSON COONTYCOMMISSIONBRS SEAL; '9Excused' Absence) Chair ATTEST: ~~.o~ C eT. 0 t eOBoar . , \ .. ~...~: ..;, .; -~ l_ ~m-- .~ 'i I I', '..... i. ) ..., / .0 "\'': \.... , o II]' ~-w- --'-L-. - -... --'~- T - - ._-...a ..-- -,-- o -.. o -~ 9 .. " Z <. x!z I-w a::::!: <:::l Wu do en 01 enW ~FI ~~I ~~l ~::; u..< :::l ~ol F~I ZI- ;:0 zl- ww ~5 UCl1' 0;:\'J 0-1 Ww Xu ::;: i=\ _0 Z wen S:! 5:1 13""'1 Z ~~ \ ~~-._ ~i-'- ,,~.??'f.i!L ~.<L~~ - = ~:;:.7... 6. '~..~,. ...:. ~J: (, fr~.*c..~"'''''''' .. '.r JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Je"erson Street P.O. Box 1220 Port Townsend. WA 98368 (206) 385-9160 Gary A Rowe. P.E.. Director Robert G, Nesbilt. P.E.. County Engineer FAX TRANSMISSION SHEET DATE: 0/2~/9'..1 TO: COMPANY~:57"': 3 L.<:r:A<. p"z;:Uf,,zH"--l5 AnN: /".RL"r.J --rrlo,2..r? FAX NUMBER ~.57 Z,o I FROM: '"Bl<cJc..:: I..... Tolal number ,?f 'pages~. including this one. We are transnutting from fax # (206) 38S-9172. \.-.... ~ ~ASE' C,tJ4 fo,.jG ~ MESSAGE ~/2.o../ E' c r CJ.It!!:c.At:. ~ I~"- _ -n:r 1<1~ . i.. ) /~, . .' () -\." yo. o ...... 100% ROtltled Paper I ,/. ;~.'i~""~'i,.t,;:c".;"".:\I;'\i/l..::'.~rv " .... /- ".". ~t{:;~. J."..'r.,'.,~:;,.;,j"t"";"~f'1'.I1~6,:,'l,.~~ ~,:"",;;"""""""'<""'''J-'"''-i",,,';,j'','!r',,',-,' -y T~-- T ~tI-=:! --,- -- - - ~' 0,- 1 .~ - o .. " ~ .i ~~ll ~::l -'u uO o en WI' ~~I -0 ~~! ~::; ....< ~~j I-x ZI- ~~ ww ::IE ::l get!' c_, Ww i!=!:! ~b z wen u- f: j!;. 0,', Z\ JEFFERSON COUNTY CHlMACUM ROAD SOUTH Cro10B FED. AID .PROJEcT NO. STPR 016 R W RIW / "" '. . , .. , '. , .. .'. . ~ , ". .. . 8" 22' 8" Varlas 34' Sh uldcr ,(e) (s) (b) I..... Shou ar (e) Varlos ! of \-.. , T, " . NOTES: (s) Provld. 2 loot wldonlng lrom odge of ulable shouldsr to fKS of gUlldrs". (b) Wldonlng IS rsqulrsd to plllvlda Iet.rsl support, (e) Should.r psvlng opllonal, ' 'i, -\. ,- r...:.l o April"" . f'. ,--- .-.....- ~ 1Jv--- -. -, -- 11"- ----- ......- -- - - o .~ o .\ ... ~ .. " '- . ( ~ "J . \ Z <..: Fffi', a: :E \ <::ll ~gl uoi enw ff3 :I: 1 -' I- I CJ) u.. ! -0, ~~I ~ :;t ....<1 en ::ll :i: ~! I- :I:/ ZI- i= 01 Z 1-, WWI ::E -, B~ O~l o t::1. Ww Xu I- -, ~~,\ wen u- 13 ~;J' Z r \ JEFFERSON COUNTY BOARD OF COMMISSIONERS Consent Agenda Item SEP 22 199:, FOR WEEK OF: September 20. 1993 'EFFEH~OI\l (" -. ." ''''~ . I. DESCRIPTION -- a brief description of the agenda item: Please include project, road, contract, grant, etc, number if one is available for the Commissioners' Index. The Items are 1) the Resolut:l.Cincreating CR1108, Chimacum Road South; 2) the Federal Aid Project Prospectus; 3) the City/County Agreement with W.S.D.O.T.; and 4) the Certification Regarding the Restrictions of the Use of Federal Funds for Lobbying. This I.S.T.E.A./STP project is to improve various intersections and provide appropriate pedestrian/bicycle facilities from northerly of the Lopeman Rd. Intersection to southerly of the Redeemer Rd. (private road) intersection, with the main portion of work expected to be at the northerly intersection of the southerly portion of the Old Hadlock Rd. (across from Elkins Rd.) in conjunction with the vacation of a portion of the Old Hadlock Rd. northerly of the intersection. Also being considered is possible improvements to the Lopeman Road, Elkins Road, and the southerly Old Hadlock Rd. Intersections. If other than minor improvements are required, the project scope and budget will have to be revised. As part of this project's preliminary engineering, is the necessary studies to determine the warrants for the improvements. This project was included in the ISTEA/STP Public Workshop held earlier this year. II. _ISSUES a short outline of the major issues or'areas that should be given particular attention: III. ACTION what is the nature of the action the Board is being asked to take (discussion, approval of a contract, support for a grant, etc.)? You may also want to express the department's position or recommendation. The Board is asked to 1) pass the Resolution and cause it to be published once; 2) authorize the Chair to sign the Federal Aid Project Prospectus where indicated and return the original to Public works for further processing; and 3) sign the City/Colmty Agreement where indicated and return the original to Public works for ...... 'I ! 0 i, ) ",. / I~ 0 \ \' o \J'.... CoruIent l\genda, CRl1oe, lrondale Rd. Page 1 of 2 -~ 'I"~~i~~u'~~_:;_:'~_ ,:'.2 ~ ~fJ .oJ ~ ~- ---- -----q ---oJ ---~~, ';:'y~',: : ',--,".;' ~ ,.::':, "':";.,': ,',.. ' ;~,. : ,,::':;.,'..:' .\ ;> -< ::.:.y",;- ".~ t',;,'i. .' '," -- o /" .~ \.: .. " ..../. .' ' I , . .' ( ( ( ~ .;' x Ii i ~~!l ~::lu -' ug ~~I ~I- enLL -0 ~~ ~::; ....< ~a Xw ~i!= ~~ :i UJ" :::l u gt::! ~~ 1-1= !::o z wen ~~. o ~' Z\ Memo re: Board of Commissioners Agenda further processing; and 4) authorize the ,chair to sign the Certification Regarding the Restrictions of the Use of Federal Funds for Lobbying and return the original. to Publ.ic Works for submittal.. Document to be publ.ished p:\publ.ic\l.orna\1108.res is saved as I..,. ,t., 'I . ,CalIBent Agendn, OU10S, rrandal" Rd. ..age 2 of 2 o o ~ j 1 -~ '"1 ~ .. 09-14-199410:13AM ,.n.M ..\j\r FROM JEFFERSON COUNTY PUB WRKS TO 93859172 P,01 VI" l.i""l{;r~l ffECOROS ~~\S')''L~ 199' SEP I,. AN fO: 59 r I \ I z < ' xl- I-ffi a:::IE ~::l -'u uO (fl0 ffi~; -' 1-1 ~~[I ~::; LL< (fl::l _ 01 i!=~1 ~ 1-1 !z~ ww ~~ Uct(1 o JJ1': 0_, Ww Xu 1-- !:!:bl z, ~!!11 i= x:1 0'"', z i-J \, 3';'5298 STATE OF WASHINGTON COUNTY OF JEFFERSON In the matter of x MARl' E" fA130URY "srFERSC~ C:lUl, fY ;.UOITCR 8Y\..(>>..\O(\ ~PUH RESOLUTION NO,~4 Vacation of a 'Ponion Of Old Hadlock Road x x WHEREAS, the Jefferson County Hcaring Examincr held a public hcaring on the road vacation petition submitted by Jefferson County with respect to the vacation set forth in "Intent to Vacllte", Jefferson County Resolution No. 83-92; and . WHEREAS, thc Jcfferson County Hearing Examiner considered testimony of the public, Comments from applicable departments;, llgencies and offices, and recommendation from the Jefferson County Public Works Department and Jefferson County Planning Department at the public hearing; and , WHEREAS, thc Jefferson County Hearing Examiner determined at the public hewing that the public wilI benefit from the vacation of portions of the roads and such vacation complies with the Jefferson County Comprehensive Plan Ill!d other applicable plans, policies or ordinances; and , WHEREAS. the Jefferson County Board of Commissioners considered said Hearing Examiner' s report of the public hearing and his recommendation for the vacation request and hcreby adopts the Findings of the Jcfferson County Hearing Examincr dated October 28. 1992; and WHEREAS, it appearing to the Board of County Commissioners that notice of hearing has been posted and published for the time and in the manner provided by law. proof of such posting and publication being now on file herein, and said Board having the other evidence adduced and being fully advised in the premises, does now find and detennine that the public will be ~enefited by the vacation thereof; ~("b' r - '-(6 NOW THEREFORE BE IT RESOLVED. d it is HEREBY ORDERED: that the portion of Old Hadlock Road, Count)' Road No.S27109. being 3 feet in wjdthand 575 feet in length lying southerly of the southerly limits ofthc right.ofway.ofLoPeinan Road. County Road No. 528409. BE. AND THE SAME IS HEREBY V ACA TED AND ABANDONED pursuant to RCW 36.87.140. '..... 10 ORDERED this~ay of - ~ tl..pr/l.A1A ~Jr.....,1994. JEFFERSON COUNTY OF COMMISSIONERS i.. ." ~t'\"'l'~., ~o.~ '" ,'~... ,.'c., ........... t~.." ,.,t.,~~ ;",;~:,~~':':'''..'' c, '/;"::"~~~~I'I' ~/\.y .i. ~ :, " 'J' '':<~~,,'/ , :,.ly , ,. , 4' \\. ~"''(''#:.F'' :,.~j. I ~ """ .' ~.. ..._. ~.. I '" ..... n..... ~." ',' . ..;, , . ".sE rj"',~, :.:~ . . ,,' "~',~~ 4, ._: I.':~" "':q '" . A.. . ~~" . . . '. ...:.. ~.~,.: 'f.. " ) ,,;,,J,. . I. \.~ \ . o o " ,... f ,- z . ~!z : ....w; a: ::IEr' <:::> wu -'01 uo: en , en w, wX' , I- i u:; LL! -0, ~~! ~::;I u. <( I ::l' ~Ol :I:W' I- X' Z 1-1 -01 !z ~, ~5\ g~l O!::\ ~~I I-j:: !:~ . wen U:E ' j:: 1-,'] o ~, Z '. . ," ~- 'II -- A.~--- - \ i 'J ( " \'" t:l I ?~ t .. ~...~ \ ".... ~ ""';" ~ --~-<- -=-- -~........... ~ '1. c '--. r_ulI,uNIl!U.I2An,N I- ~'" I -"., --"""'''''''0.,) ..' ""- h -..,;o..! ' --.<J~ 1.N'rS,,",,~ ( ./ IP,e. 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[ , I l . i. ) .1' " . ...-,'...-,-....--...-,..-....'- ..,..-..- -,---..,..----...---.-,---,-..-..--,-------..-----,--....-----'---.,..--.-..--,-..........,.., I' 0 , ~\: \ o I , 0;1('0 0 ;,"';.",.:::f::{,::~l,'fj'~'~~,~:'%~,~?~'~;t.~;t'\~;;(', ~.., ~DIilIIl1J ~ I [} -- -- ,; Z . ~t-=i I- z, ~~l ~81 lfi~1 ;;; :;:1 ~ 0 I "',"',""-,,=<,.,",,-,,.,..--, ~5r ""'<1 ~a, i!=~1 ZI- ~~I WW . ~ ~,\ 9011I100 _ ;, 1... o. g~ Ww Xu ~~ Z Wen ~~.. ~ ~\ " o o lIB " IW!!I:" - --liIf- un ( .~ ~ o \ '\ , _,_,,___,,_'~~'~~--="'_~'_"~__C".''''''''''''''''-''''''''''-''_'''___'_''__4..__,__",_~,,,,,,_"__,,,,,___,,,,,,,,,,,,,,,,,,",,__.__...__,._......_....o.,''''~' VACATION REQUEST NO.1. ISE"" 2:.. 2'" -IWI 2 .?a..a' II 120.a' '011I1001 '0111101" ii etlft, 'MlIZ HE HE '4.lt '.Une. r. 11111 LOPI!:MAN AD, '5 90111I00. a HW NE 1_, 0' co. ,d. 181 15,4" .. '0111100_ COUNTY .....,. 11111. NW tll: ~IIUOOI '1 '. ;j ;j Sf/I SW HE HE 5.'4 .. ....". I ,A",Alllt '0111100' 1111 HEl_.., e..,1I,III r:tJUNrfl . ,,,,,al) llE1I4 II-UN-IW' ..us' CtNJNrr 12 NEI/4 SEC11-., TWP 29N RGE..!YL- ~ ~ -I I I ~ I I I ! ! ..' ,~ I~ ~ ': g ...~~~ o IE] -r ~ z < . xl- I-ffi a:::IE <::l wu -'0 Uc ~~ ~I- en u. i -0' ~~i ~ ::;1 u.. <(! ~a: :I: wJ I- x, Z 1-[ ;: 01 Z 1-, WW1 ::IE -, a~ g~il' Ww Xu 1-- ~ 131 w~! !:! :x;,1 I- 1-:,1 ~ 'J \, o . .. r ~ ~ -'-- 11I[---- - ; o ((3)) THIS SPACE PROVIDED FOR RECORDER'S USE FILED FOR RECORD AT REOUEST OF Jefferson County Department of Public Works WHEN RECORDED RETURN TO Name Address Public Works Department P.O. Box 1220 18'20 Jefferson Port Townsend, WA 98368 STATUTORY WARRANTY DEED -;-:-iE 3RANTCR. Hoyden Development," for and in consideration of mutual benefits to accrue, conveys and warrants to Jefferson County, a municipal corporation the following described real estate, situated in the County of Jefferson, State of Washington: All that portion of the North 524,75 feet of Southwest 114 of the Northeast 1/4 of Section 11, Township 29 North, Range 1 West, W.M., and the Northwest 1/4 of the Northeast 1/4 of said Section described as follows: I Beginning at the intersection of the centerline of the Chimacum Road, County Road Number 932507, and the north line extended of the tract conveyed by the Boundary Line Adjustment recorded under Auditor's File Number 344682, and shown in the Record of Surveys on Page 64 of Volume 13; thence westerly along said north line extended to the intersection of a line parallel and 40 feet westerly of said centerline; thence southerly along said parallel line to the beginning of a tangent curve concave northwesterly having a radius of 50 feet, said beginning being 110.49 feet northerly along said parallel line extended southerlY, of the South Line of said North 524.75 feet of said Southwest 1/4 of the Northeast 1/4; thence along said curve a distance of 64,54 feet to a tangent line being parallel with said south line; thence westerly along said tangent line a distance of 96.84 feet, more or less, to the westerly right of way of the Old Hadlock Road, County Road Number 527109; thence southerly along said westerly right of way to the South Line of the said No;th 524.75 teet of said Southwest 1/4 of the Northeast 1/4; thence easterly along said South Line to the centerline of said Chimacum Road; thence northerly along said centerline to the said north line extended and the point of beginning. To,e parcel of land belrog con'le'l8'1 containinc 0.793 acres, more or less; !9~S existing ri\Jht of \'/3'1 of 0,450 acres, more or less. iii~ ~~ STATE OF WASHINGTON ss COUNTY OF'<'"l4f<l~ On this CJ day 01 .5......,.c , 199,a" "Ii'BIOre me, the undlfrsigned, a Notary Public /n and for the State of Washlngton,dulY commissioned and sworn, IJ"raonally appe~d 'fcf"'/JtU'1 f:.. m1'~f! f an -4>>'" fj/t... .:.I, r, ~<")"'~f''' t!- , to me known to e the - resident and See etary, respect/vely, of (f 6! 1/ t e corpora on t at execute the foregoing Instrument, and acknowledged the sold Instrument to be the free and voluntary act and deed of sold corporation, ' J for the uses and purposes therein mentioned, and on oath stated that ~~ authorized to oxecuto thOiilil1i1Dtrumont ~1:1at-lhe-tlOal-efllxed-ls- the-oOFPOflltlMl1t1l1-- Id-eor oFatlon.Wltness my hand and official sear heroto affixed tho day and year IIrst abova written. . /.;2- ~' - -,- - ~ \. .~ ~ i I I I i I ; I i I I j ...... ) /, r \"';' I' 0 o \..,~ . 'j,. '~f'j '.1..(, ,I.......... -- ::\-l~~ z <( . xl- I-ffi a:::E <::l dg (flo enW wX -'I- enLL ~O ::E~I ~::;r LL < I !Q ai i!=~! Z 1-' ;: 01 Z 1-, w w~ ~~ U<A:', g~ UJ ~1 Xu ~ !3: z: wen I u-: i= i!=,: ~ ;'J '\ 'I '0 . -'"al --- -~~ p-~ ~--- - - - 1 ! .0 ,.'''''''''..,_...''~., ".,.,."'...,;~-.",.,.....,., ,..'i:'r:.:,!"?\,,:.:,},i!..'.' , ',',. .:,..., ;z:, ...~,.,,'~,.::,".r"..,;," ',' .. .,.,.""..,'.,,.,."",,~,:.''','''\.''',''''"'.,H'"....,'., ", ..,. " ""''',', ..., ~~~.....",,:":':;:'r:'\""";~':.,:"".:,',' ":' ',,~, ',', .-'c~'~,,,,...>,.~...,," .;;c"' :'''''';' ".-,', , JIIlllll~t.~1i'1"'~~i~"'"-"a~ o " I' / n' VUI,L,.jQ~~';iiJ~0 ~AJ. . OF OFtJCiArR[~ ~ ~~UESr()F THIS SPACE PROVIDED FQR; \y?'r;,~'lo USE ~' FILED FOR RECORD AT REQUEST OF Jefferson County Department of Public Works t.fA:i.r =~: 1 ~ f' ro 1::-;:-:'")1'''' ~ \.,,...~.,.)!J:(y ,,~. r..I'~,V!1 "~'U,':Tr I.UDlfO.'1 eWnlON I~OEfUTr WHEN RECORDED RETURN TO 357843 Name Address Public Works Department P.O. Box 1220 1820 Jefferson Port Townsend, WA 98368 STATUTORY WARRANlY DEED THE GRANTOR, Elsie I. Lopeman, for and in consideration of mutual benefits to accrue, conveys and warrants to JetTerson County, a'municipal corporation, the following described real estate, situated in the County of JetTerson, State of Washington: ," A strip of land being 40 feet in width and lying South of the centerline of Lopeman Road, County Road No. 528409, in the Northwest quarter of the Northeast quarter of Section 11, Township 29 North, Range 1 West. Dated October 1, 1992. '~d1./~..,..!j ~?~,........ ================================================================== STATE OF WASHINGTON) 55 COUN1Y OF JEFFERSON) 'On this day personally appeared before me I. ' /. to me known to be the individual des4!ribed in and who execute'a' thl1 within nd foregoing instrument,and acknowledged that .sJh - signed the same as ~-free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand and official seal this First day of October, 1992. ~~ ~ ~ ' c.a .~... ~ Notary ublic in an for The State of Washington residing at Port Townsend. MY COMMISSION EXPIRES October 29, 1994. MAR'. 1 \993 I VDL 405 I'A.t138 '1"11111""1""",, .....'i,. ~ I M 0." +"+ ,:-': ~~" "~~';;:;;'.....:'\~ ~. ~lo'" _Q.i " ".~ '; j I,)!.; ,,'Y ~ ... .., v:'.;; ~ .':: ~ Q .:; ~: - ;. '\"'~"':: ~ ~ 0 :'":, If ~s. vJ '-.:"0., q~ ,,/'1._:.,0:" i -::. ~~.... 10 ..,~ ... .i "oe-: r".... ........ , ...IIi. """ "ATt Q ...,.., ~"''''''llltl'''' I I I I ,I / ...... ) ".1' 1\ 0 -'-"IlMIBI.IIIII_ .h... ~ " -~ 'i o ~, :~.\ 1 " 'tiU tr - - - ~ilII_ ..JI-- - .. - - o ,~ Or UHll.lAL "~uV"'N 9Ub~~~ TIllS SPACE PROmv.~J.10at.E6lDRDER'S USE FILED FOR RECORD AT REQUEST OF Jefferson County Department of Public Works '-4"IlJ ,; G~BaURY JEFFERSOh ~cou;tn AUDITOR 81\ 0lY\ Q ~EPUH WHEN RECORDED RETURN TO Name Address Public Works Department P.O. Box 1220 1820 Jefferson Port Townsend, W A 98368 357844 z <. :1:1- I-ffi a::::IE <:::l Wu -'0 Uo ~w, ~i!=! en u. i -0: W ' :: ~: ~::;r LL <, :::l! ~Oi Xwl I- :ti Z 1-1 i= f?1 iiiwl ~~ g;s; 0-1 Ww Xu t;: i= I :: ~l WUl' 5:! 5:1 b~:1 Z \J STATUTORY WARRANTY DEED TIlE GRANTOR, Elsie I. Lopeman, for and in consideration of mutual benefits to accrue, conveys and warrants to Jefferson County, a municipal corporation, the following described real estate, situated in the County of Jefferson, State of Washington: A strip of land being 40 feet in width and lying westerly of the centerline of Chimacum Road, County Road No. 932507, and southerly of the southerly right' of way of Lopeman Road, County Road No. 528409; together with the fillet of a curve concave southwesterly, having a radius of 40 feet and being tangent with the westerly line of said strip of land and said southerly right of way of Lopeman Road, all lying in the Northwest quarter of the Northeast quarter of Section 11, Township 29 North, Range 1 West. Dated P..<: tf. /.5' tqq3 ,~ ~......('",,:c.-> ~, ';;;1'~ t!. .,/... .f" ....' ----------------------------------------------------------------- ----------------------------------------------------------------- 'I o STATE OF WASHINGTON) S5 COUNTY OF JEFFERSON) On this day personally appeared before me [;,4(", I. /..'...., >>t4.a.-- ' to me known to be the Individual described In and who" execut,d the w1tWn and "M':;'golng Insrrum~nt,and acknowledged that ~)."- I _l'!g!!e:J !I:~ ell:::::::::: ~jo' ~ , ro';,,; a.,,) "\Jill"'uey 'U~'~ ,aim:i deed,' ,lOr ',the ',usell' 'aile.: 'plirpoSl!s t ere n mentioned. , w... - 1'i9 3 r::1'" GIVEN under my hand and omclal seal this Ii, - ~ay or ! ebyu f1.'cr.~.:~~,) r!;f1.ft..u '1~'a/k ( ):;'It,:~........ ..' '~QN It ""'" - Notary Public In and for .....,,,,\,.........,f,-',, '10<10., Th S u, I .." .., ,,\,11 ~... -# < e tateofnnshngton !..'!......~ u .,.\-;,~. residing at Port Townsend. ,;! ... I .. ':;j' ;., i AJ ; C1::0 ~ aJ ,"1:"1 MY COMMISSION EXPIRES J..I.:.d'..1q lif9l i Ci \. ,;, ~ ",:'i iii; I ~tf!I'I....'..~ q ~l'4. ~ ..,'-... "0' "'.", Q., ":r~ Y" J-'~""''''''~'' f:o'" "'I ,l., II" to ",<tl' ~'II,,,,,IU"""~': . ........ PfAR - 1 t993 VOL 405 PA.c 139 ... ,- 111!1 0- ~ I 1 .~ -, , .~ i. ) ,,,., ,..\ \ 'I- 0 o '"" 0') .j'if. i ,", I! 1..1 l/' -'f --- r- ~!Hi ~ -.. --_IW." o ,""""""'" o .. " z <~ ~~(: ;:5::l -,U uO 0, ~~j :J I- I en LL i -0, :E ~! ~::;t LL ~I ~Ol I- W, ~i!=1 I- 01 ffi~1 ~~ g!!1;1 Q~ wwl Xu 1-- LL 1-1 _0 z W(I)I ~ :EJ bf:;'1 z ,e) \ A.E.S. CONSULTANTS, INC. P.O. BOX 930 SILVERDALE, WASH. 98383 (206) 692-6400 ( (/J f--{ September 13, 1991 Mr. Aubrey Palmer Jefferson County Department of Public Works P.O. Box 1220 Port Townsend, WA 98368 RE: R/W CONFLICTS, COUNTY ROAD PROJECT CR0953, HADLOCK ROAD IMPROVEMENT, FEDERAL AID PROJECT NUMBER RS-Q16l(002). Dear Aubrey: Per our discussions of recent days, there appears to be some discrepancy in the location of the R/W lines of Chimacum Road. The first record of a 60 foot R/W appears to be a road plan and profile dated November, 1934. As you are aware, this plan is lacking in its ties to section corners, so therefore its centerline location can not be re-established today. Deed descriptions for parcels along the southerly margin of ChLmacum Road provide for a straight and uniform R/W line. Recorded plats along the northerly margin of Chimacum Road provide for a straight and uniform R/W line. If we locate these 2 R/W lines per survey, we do not get 60 feet between them. At ~~e northerly end, we .ee.are approximately 56.5 feet and at the southerly end we measure approximatoly 56 feet. OUr GBnter1ine, as proposed, is approximately down the center of this 56 f.~, If we hold our centerline and 60 foot R/w as proposed, our norther1y R/W line will encroach oyer the existing platted R/W by approxi1'il~~ly 1. 3 feet, while our southerly R/W line wi.l1 encroach over the deeded R/W by approximately 2.5 feet. o . We are continuing our work on the above referenced project by holding the centerline of Chimaoum road as proposed. S~l(J~ Steve Ottmar P.L.S. Ii I I "'.' ) ~,~. \........ ....... - 1- \. .~ "" '..... I' 0 ; ..~ \'" o ," ~1E~r~!~~~ll&~L- .,j "? in .............- -- / / . z , ~~i ...'w' a:::IE ~:::l -'u uO (flO ffi~1 -'t- OO"" -0 ~~ ~::; u.< !ea XW ~FI ~~ ww ::IE-" :::l~ g~. ot::'il Ww Xu ~g z wen u- i= ~, o C' z, . a o o .. " , ~, -' .. -{ . eor .o/9r~ 7-3/.91 BY SE".(). ( ( ( .s:cr/OA/ O//9SR",qr? .......G'R L~.A/O OESCR/PT/G'A./ .5Ecr/t:)N~Tt:JWNf..4'/'C911. iMA/6e" 11# M4"-e /Ath. .JZ' /"/ERS MI c"v,vry ST,qre- Or WAs)/. 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Ww :x:u t;:i= _0 Z ~!!1J i= ~, 0..', Z ~~ .. ..;.,.~.~ .",~,~,::...Yl'<~.':''!r.('Jt,\r.''!l'.J!::m.C;J;,:.~;';'~!,;~;!i'.~('!'.;'~:>:<!:l''',''_''-''____._____....__.~ ....:. .. ... BID RECORD JEFFERSON CO. DEPT. OF P,W. P.O, BOX 2070 1322 WASHINGTON STREET PORT TOWNSEND. WA ll8368 :r~E &b N PROJECT N~ PROJECT NAME C"b:.......,o.c.u ....."ReI MUST SETS BE RETURNED? S (NO) NMdE OF INDIVIDUAL RECIPIENT FEE OR DEPOSIT DOCUMENTS ADDENDA ISSUED DATE FIRM NAME "ADDRESS TELEPHONE NO, OF FIRM 7":'. ;) DATE DATE NO, SET 1 2 3 4 5 ISSUED OF RECIPIENT FAX NUMBER AMOUNT CK CA REC'D RerD SETS NUMBERS 8 7 8 9 10 ( -rLC Slt~h.+-;",,~Co.,"*, ~n.)p, .~:~' ~ Hc...l~ 101 Q::/i ~'f52'3.zo'f ..:J.............. ,/ I 13 . ~.. '.J~' ~3 - 4,--7' :!J!:J/j-, ~ w rile 1I'a~~'c. Co.,,..,,, tb...,.x;...,. 3t..o . ;l&:j-;2./345 1'1 /~J a5(:l f{o~~s/)O.-..ta( ~. .ze8'ZC:'?,? ~ :25.0;:) I IIf A::,,~ ,J.,., , 'A QA'J.2t.. ..... gh ~Ni r-e t:ewcre:re . 20fq tQ7 I z.+SI 't."~ B~I<<!R y.!1u.J SP~"Jll: Mf'tRJG. s".IIShur"/ 25.0D ./ I~ sit' I'A~~~ ?'/f.~ eo~M IJ(JIQI/ ~OIlNSt1A{~ ~~,blJ ,/ 3 t!'uPL. / A ~ tiJ/J 93'.3$9 r-,lif? - "-' 1'1 -- -- Ir 1'--' e . ., I "",,1 -i '"' f ' ,~ "I ,~ ~ I I f 'I C'i) :~1 Z <~ :c z i I- W I a: ::IE \ <::l[ Wu -'0 U01 m~i ~ 1-1 enu. -0' W~I ~::;I LL ~I ~Ol i!=~1 ~~I WUl :IE -', g~ o t:::i Ww :X:u I-j:: !!::o Zj wen US: j:: ""'1 ~ ~J '. . . o << * \ , ,.,.' '-...4 \' ENGINEER'S ESTIMATE ROAD iMPROVEMENTS. SCHEDULE A CHIMACUM ROAD IMPROVEMENT. CR0953 FEDERAL AID NO. RS-0161-10021 7/10/95 3:30 PM UNIT EST. AMOUNT QUANT loS. l.S. ACRE 1.26 L.S. L.5. L.F. .000 C.V. 2383 I C.V. ". ~ EACH '2 EACH 2 EACH ,. L.F. 1879 L.F. 324 loF. 1463 l.F. .2 EACH 7 TON 3810 '8.00 '30480.00 TON 1257 '12.00 '15084.00 TON 5,3 UOO.OO .1 590.00 S.Y. 53. 135.00 '18 760.00 TON '240 '40.00 TON 2040 '40.00 TON ,. '60.00 ACRE 0,0 12000.00 EST. 'OCO L.F. 2633 08.00 L.F. '00 '2.76 L.r. ... '4.00 L.F. 9910 $0.15 L.F. "3 eACH .. L.F. ,. HUND. 0.39 HUND. 0.77 L.F. 13000 L.S. L.S. L.S. L.S. HOUR 00 OAV 70 HOUR '000 S.F. ,.. C.V. 1612 &7.00 6,F. 8lS!f2 '1.00 ...... C.V. ,.. '20,00 MOAL " 115.00 C.V. 0,' '200.00 l!ACH . '200,00 S,V. 7.. '115.00 EACH , .200 00 ,0< '000 ,', l.S, O.V 20 '15.00 S,V. 00 '1.!I0 \'-'" C.V. 3,0 taB.OO ,. , ITEM PREPARATION TIONS GRADING ROADWAV EXCAVATION INCLl.lDING HAUL ftv1BANKMENT COMPACTION " ,. GRAVEL BASE CRUSHEO SURFACING TOP COURSe 17 LIQUID ASPHALT ASPHALT FOR TACK COAT AVEMENT LASS B . . N CONTROL GUTTER '- ID 408581.79 ) /,,.../ /"':' Tlmb., T... ColI.cllon. Conlr.c10r 10 b.ln'orm.d Ifl.1 . 1.5% ,.. will b. coll.c1.d on Ilmblf h.rv"I.d withIn 0'" AIW. Tim. of OOIl.llIlon I," tlm. 01 lo~ .aalln~. Dlpl, of R,\I.nu. COIIIGII ,... Tlmb., b.oom.. proplfty or contt.cto, wIth ".luI rllIlGlld In bid prlo.? Splell' p,o\llllon n.c...ory 10 Idvl'l ConlrlOlO, of Ihl 11mb" 11Il. I' 0 -\." Y" o -= II!IIII IIiIl - 1111I .. II . I II!!I - % ~' I-ffi a::::E ;5::) -,u uO 000 enW w:X: -'I- cnLL -0 :E~ ~::; LL< !!25 :X:w I-:x: %1- ~~ ww ~~ g51 O_! wwl :X:u I-i= !!:o z wen u- i= ~; 0;:, z '\ ". .' . .\0' ENGINEERS'S ESTIMATE WATER UN!. liCUEDULE B CHIMACUM ROAD IMPROVEMENT, CR0953 FEDERAL AID NO. RS-Q181.tOO21 Tlmb.r TalC CQtl1Cllon- Conttactor 10 1M In'orfMd Chll . 6.6% IIX will be collected on tlmbe' ".rv..tlld within our RJW. Tlma of collllcllon 11'1 11m. 0' log Icallng. Depl. 0' Rev.nVI Collleta Ilx. nmbt' btcam.. prop.nv 0' cOnlrlllclor with vlllue "fleeted ill tMd pOetl Sptcll' provlakln I\fICIIUry to Idvl'. conu.clot 0' the Ilmbe, 11a', ENGINEER'. UTIMATI TOTAL' o ,~ V \ .~ l.::: 7/10/95 3:30 PM UNIT EST. UNIT AMOUNT I QUANT PRICE l.S. L.S. e.v. 390 S.F. 3350 E.A. , E.A. . E.A. . E.A. 7 E,A. . E,A. . E.A, , E.A. . E,A. '9 F..A. , l.F. .5 l.F. .3 L.F. 1992 L.S. L.S. L.S. L.S. TON ., T N 20 TON '00 L.S. L.S. HOUR 3. OAY ,. HOUR 2.0 L.S. l.S. E.A. " C.V. .3 1179747.64 "..... 'S78329.43 TOTAL BID '49B ~81.70 '1 9747.114 i. -'.I""" \, r" o ROAD IMPROVEMENTS &CHf ULI! A WATER L1N! SCHI!DUll! B GRAND TOTAL o - 11~!j~~~ I --..--uIIfl ___.a-- ~ - ( ~, :X:I- ~: w' a: ::E I ~::ll -,U u8i ~~i ~ 1-1 (/)u,.i. ~~f' <- a:-' LL ~I ~~I I-:x: ZI- j:O Zl- ~~i a~ g~", Ww :X:u ~ [3) z wen u- 1= j!;i, o ,fJ Z " 1\~~ 0, ~!~, M~.!( ~( '1',,~'" ~ ';r \ DATE: August 3, 1995 All Bidders TO: ,-- - ~ -- -~~--- ~--- -- ---- o o .. " () JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P.O, Box 1220 Port Townsend. WA 98368 (360) 385.9160 Fax Cover Sheet TIME: 11:53AM FROM: John Wayand PHONE: 206-385.9377 Jefferson Co. Public Works FAX: 206-385.9172 PHONE: FAX: RE: Chimacum Road Improvement, CR 0953 Co. Rd. No, 932507, M.P. 0.06 to M.P. 0.41 Federal Aid No. RS-Q161.(002) Local Programs No. 2649 p Numbor of pages Including covor sheet: 1 , ...... Message: Clarification of bid submittal and bid opening times and places: . Scaled BidR will be ~ until 10:00 A.M. on August 7th, 1995. at the Jefferson County Commissioners Office. I . Scaled Bids will be JlIWWl at 11:15 A,M. on August 7th, 1995, at the Jefferson County Commissioners Chambers. If you have any question regarding this fax, please feel free to contact me. Sincerely, . - ) .#. /' ~~r:/-- , I' 0 100Qb Recyclod Papar -, .~ '1 i. '." o :5;:: "' 1[1 - T- lP- -- ----v-.- -- -..- ~""",__._~"""'1Jl'" ~- T"Tf \_~ --. .. o o 1 ..1 .~ c; ~ .. " :z <. x !z: I- w: a: :!: \ <:::>\ Wu do (1)01 en wi w:I:i ...J !-! U) u..! -OJ ~~f ~~I LL:::> ~Ol I- !:l:!; ~ 1-1 !z ~I wwl ~~ g~ 0_1 LU w' Xu 1-- !!:;bj ooZ\ wen u- -:z:. I- h'J o / Z ~ '\ \ C ~:~~, ",~,1~:;; ~~( '?',,,",,,c' . \1'- Ii, ~ JEFFERSON COUNTY DEPARTMENT Of PUBLIC WORKS ?1,-r,.-r>+cO/M.. IZiJ .:11_!;3 J P f-c:/ JlE:>I,;;J 1 i , " I , .. I 1820 Jefferson Slreel P,O, Box 1220 PorI Townsend, WA 98368 (360) 385-9160 Fax Cover Sheet DATE: August 1, 1995 All Bidders TIME: 9:03 AM TO: PHONE: FAX: FROM: John Wayand PHONE: Jefferson Co. Public. Works FAX: 206.385.9377 206-385.9172 RE: Chimacum Road Improvement, CR 0953 Co, Rd. No. 932507, M,P. 0,06 to M,P. 0,41 Federal Aid No. RS-Q161.(002) Local Programs No. 2649 Number of pages Including cover sheet: 1 i..... 'I. Message: Clarification ofItem #26 Surveying (To Be Done By Others) under Schedule B - Waterline in the Proposal: . The "Lump Sum" in the plan quantity column should be replaced by "N.I.C. (Not In Contract) . The "Lump Sum".in the price per unit dollars column should be replaced by uN.I.C." (Not In Contract) . The "total amount dollars" column should be left blank, If you have any question regarding this fax, please feel free to contact me. Sincerely, i. ) .J-' " . ~~z:f I' 0 \: \ . " o ';;, \,,,,,,,., 100% Rocycled Papor " iu' r '" ""'o1i .i.. ~~~~ji~:":;;~:',:tf!;)';;'~;~$~!,' o .~~cii1'raa o .~ '1 .. . , o \ , ;2 <I' ' ;J:I- I-ffi a::E <::l UJu -'0 uo ~~ ~I- tJ'JLL -0 ~~' ~::;r LL <, ::l' ~O; :I:Wl I- :x: i Z 1-' i= 01' Z 1-, wWJ :::E- a~ 0"');' 01-'. w;:;:;j :X:U' I- t= I ~Ol :0::1 wenl u- -:x: 5"-';'1 Z ',J'/ ~ BID RECORD ?"AX 5 5CN/ /F ,<cCI!"IET;../J"'S or -11'16- ~'lr1'5 rAT<. Ci!-/17<lff/.#c. .7"12:,..,...~z.k, 1<. ~ ~<2QI,,;-.vr::s c.,. /tvf'. 3 1<f't'S ,PAl< o~ryIN?- B/P ~/";(ir PHONE 'OMf. EXT, .::l7.3. ~()b N. JEFFERSON CO, DEFT, OF P.W. P,O. BOX 2070 1322~ASHINGTON STREET ""::l. ( el '''~ PORT TOWNSEND. WA 98368 LHC opc~":,,,'3 7 .,:> . NAME C'h 12,,1 NO.~ MUST SETS BE RETlJANED?8 (NO) ...... I"'~'" ~- ,- . NAME OF INDIVIDUAL RECIPIENT FEE OR DEPOSIT DOCUMENTS ADDENDA ISSUED DATE FIRM NAME &' ADDRESS TEl.EPHONE NO. OF FIRM 011 2~ "" DATE DATE NO. SET 1 2 3 4 5 ISSUED OF RECIPIENT FAX NUMBER AMOUNT CK CA REC'D RET"D SETS NUMBERS 8 7 8 9 10 ;;;;; fid;r.h.tr ^ ~ J Un-Jb Vvr;] ~~'I4~1~1,'I It-^ V I I t- . ~. ~/pi;;t. 1l'lv.. ~~.~ '&..'.-.z".pj;J', ~~3 ./ ~ qIUl,........ V'o.l \<e1 Pla.""ce...-tet ~Hi~~'j~~~.. 7121115 I 8ICl1i. ~~;-'I A'" '1>..;,.. 8'/ Iv ;:z. ;/_ --L ',;;', Q,Q{"i>,'2, ::u:t...6o$1.Io90 _:l~ I l- 't:~- '3+0...... '"Fb.1_..Co...-::m-~tiu... /;Jf-4~ Be~..~,. 3 1/~llqs 1>. 0, il.:>,.2o~J1 '" - (J!;7 i'l... ,/ I 3 ':"'I,,;,~,:",~ uJA. c;.~3>"''' ""1245 :z.c... :2.?U~ /r?:?'''SM> j:Q.p e <l. SarI!> Co.-F..T'I" (.H 0., 2O(c' es/- ~~o ~ '7/2'i/Qt:,' QSI2. G+<;tt' I-I~'f If; N w 2J::IJi .66/ '" '3.;.9(J 1';:,.. ./ I If ;"'-,,, '..I:" ,.,. ,,4 0.:0"''''' ;46..':' ) ,/q'.'b 1 q f' '5c.>{t>'" co-.'St-r.. .4-, ..., at.o-~O.tl~ ./ .... i _~ln", "ko"to "e., l).'Q,,,...-..,. f2<( ~~t!J~O,F-- ;:2.'51.1'::> I 5 Ii:i::"i',-o, ~A"" -. \AJj.t;lq3~ 0('1.< ,... 'to", ~ /Q'.3CI'" ~ ?o,v;"'~ /.j..,q .1./200 ~ ''fbsJOc, ao...~c>o '1 7ft" - t,; 0 / '8' F-7>,. Z. ~f"_.'4.-.- I.L,A- 9A:lI:/. 5o-l.lU .".. 7 ~ / 't':"I.2M !.A~: c1~::r:;.,oi.M.s+-r:<<s ~..... Weel...a.~ ""/2.'5Ja<:' !;..,:'r~~:;)y , J. e ....,... D,Q,'IJ_ > 2.~~:~cu", ~ ,:'>5,~ V" l 8 'V~q:~~ 6c-40" Cb-:'-:.-rr~_c.fj!c"\ _'h_, iZ.1.3 =-cr- ~"br",~ ". .=Rir= h """ .......,...,..." .. ~r~c -"..... t= "f:~-"'(>.;)~:"'- -~^-/}~~ 1.:.1.:::)1,.:1:1 .(:, ~1-(1"" WesreRt.J UTli-lt'l 5/)"',/ eRJ"G 'R/GHAr~ON 1. / IClO'~ ,HI-Ie; W....'" S. p2vt5f(;~7~~... 26.00 ./ J 10 1.J..JI4 ' /9: 1;'1;0., -Ac, T, -v e ec...r:.t-,... .f... 'Ocott Mo .-c.. {.. 1/27/95 po 130\0 /q, :z..:>c" .. ee.l ''"t"qc, ./ ( J I ~.,:i:.[,,~':'~r wt.. QA....35 :::; '-, - 9So? -&.-06' r9JIt-)< 2.5,,-,.) /qi~"9/>1 ~I~ Co,,~.....c+:Ll., ~~ ~..(ue.y , 1- 7208 700...ltf~W,-Jk'o1 . '75' qO'l, t:"&.~ 2~"':) ..... I /J.. 7/2i/9S "'n -V- .i^.... . ..... A. Q....2,7' ' ' I (l.~:! e.\P~' PROJECT PROJECT '1 o ,:) o ~~-t.7S"-5341 o. -- o .. ., o '\. " z , ~";i I-ffi a::::E ~:;) -,u uO enO ID ~I -'I- ~ lSl :il ~I ~::; u..< en :;), _0 :Z:w I-x ZI- ;:::0 zl- ww ~~ g~ 0_ UJw :Z:u 1-- !:!::b z wen u- -X I- r,' 0(,. z , .. BID RECORD JEFFERSON CO, DEPT. OF P,W, P,O. BOX 2070 1322 WASHINGTON STREET PORT TOWNSEND, WA 98368 :r~E 2nb '" PROJECT N~ PRo.'ECT NAME C.h',VYln.c..u "^ 1<01 MUST SETS BE REnJRNED? S (NO) NAME OF INDIVIDUAL RECIPIENT FEE OR DEPOSIT DOCUMENTS ADDENDA ISSUED DATE FlRM NAME & ADDRESS TElEPHONE NO, OF FlRM Z6. ~ DATE DATE NO. SET 1 2 3 4 5 ISSUED OF RECIPIENT FAX NUMBER AMOUNT CK CA REC'D RET'D SETS NUMBERS 8 7 8 9 10 IC:G 3).- -rLC EI'CCllb.+;o"~Co.,~, f .:1-'01 W HW'jIOl ~,. ,+52 '32.04' "'1 /.:)p, 'W-,..-l- 'vJ p, Q8~3 - "II '7 - "<HAt A ;:d" ..:l.<=;~........" ./ I 13 II /.,'04 ,..,... 'nlt:. 7"l'a~;'(" Co....,..", Q:l~ ,3(.,0 , ;2ed-::J.t'!W5 '1 /!)J <D:58 f'{",~ s,.,..,.... Re( -,u.. ;;z.88 -:z,s?'"l A>,.. .25.00> I /Jf A-..,~ 11"".,. A OA52c.. V ;. i7a GR/9A1 irE eONcrere 201-.> (07/ 2.,?-SI I '/1I(p B~K:ERvleoJ sr/;f!: MARf; fSl'tlj,~~'t. 215.00 /~ i,-. I. ,A ''''6 07 I) /.- --.------- ..-- ----- " 'l< . ",,;_,.d f / .~ ~ . .. ~ ',\ili 1i ,~~ :t I I ) ('') I l\ , 0 -""'1 ~-~.IIIIo, - -- 1 -11 - IIlro- ".j ~ o .- o '\ .'1 .. ., ~',-\'-," ~J , '- ~;,. - 'I'<r ,~ ~, J () JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS ~ ~ d :x: I- I I- ffi I a: :;: I ~::li -,u\ ~gl en WI w:X:1 -'I- en LL I ;;:;0 ::lE~1 ~::; u..~, ~ 0' :r:w I-:r. ZI- ~~ LLIW ::lE- g; 0_ Ww FU !:!::15 z wen u- i= j!;. ~ \, \ 1820 Jefferson Slreet P,O, Box 1220 Port Townsend. WA 96368 (360) 385-9160 DATE: August 7, 1995 TO: File Robert Q, Nesbitt, P.E. ~ Senior Engineer FROM: SUBJECT: Chimacum Road Improvement, CR0953. I have reviewed and approve of the completed bid tabulation for the above referenced project and recommend that the contract be awarded to Ace Paving, Co" Inc. andof Bremerton, W A for their bid of $570,265.45. , ...... 10....... ( . .J ,.I" -" 1\ 0 -... Ct G 100Qb Rocyclod Papol j i' III 17--- ~--"1 ---- ---- 'i."1..~:Ui z <. xl- I-ffi a:::E ~::l -'u uO enC enW wx -'I- enLL -0 ~~ ~::; u..<I' ~a :Z:w I-x %1- ;0 zl- ww ~~ ?5!!!\1 O!::'1' ww :z:u ::;:i= :: ~l ~~j I- "", 'J 0,' z C' \, ~ r( '. . '':'':~ '" ----~ "_Ill !III1&\IiIllIi ,- 1I11i11r"-...... , - - rIP ~"""'I_I -- o o . 1\ ~ I.: .. " o '\ \ ~ \ ~~? .. f. 3.:. CHIMACUM ROAD IMPROVEMENT CO. RD. PROJECT CR0953 Co. Rd. No. 932507, M.P. 0,06 to M.P. 0.41 Foderal Aid Project No. RS.Q 161.1002) Local Programs Contract No. 2649 BID TABULATION SUMMARY SHEET BID OPENING AUGUST 7, 1995 811195 ~.:;::4' ~ c D.B.E. MEETS OR SCHEDULE A SCHEDULE 8 CONTRACT D.8.E. GOAL SUBMITTED EXCEEDS AVERAGE OF ALL CONTRACTOR ROAD IMPROVEMENT + WATERLINE = TOTAL (10%) AMOUNT D.8,E. GOAL D.B.E. GOALS 1 Ace Paving Co.. Inc. 6453.088.15 J ., 17.197,30 01 6570.285.451 657.028.55 / 685.987.05 TRUE '" 665.664.56 2 Lekas/de Industrlos 6490.237.07 ,/ 6112.776.27/ 6603.015.34./' 660.301.637 660.505.00 TRUE .. 665,664.56 3 Island CClnstructlon, Inc. 6650.868.34 ./ "45.787.76,1 6796.656.10 679.665.61/ 676.000.00 FALSE ./ 665,664.56 4 5 6 7 a 9 10 11 .. ENGINEER'S ESTIMATE 6498.581.79 ,/ + "79,747,64 I = 6678,329.43,( "- WINNING BID ~ -.......l (D,8.E. CERTIFICATION STATUS IDEPT. LA90R & INDUSTRIES Ace Pavlno Co.. Inc. 6453.060.16"7 + 6117,197.30/ n 6670.206.45 ,/ ......... .K'ES NO ""ES)I NO $ DIFFERENCE 645.513.64 602,650.34 ., 00.063.98 % DIFFERENCE 0.13% 34,90% r-~% '1 t ~ t BIDTAB.XLS <'. ~ [J o o 1 I .~ ~ ",a~ .. ., o \ , z <' x!z I-w a::::E <::l Wu -'0 Uo ~~ ~I- enLL -0 w r/HAL PROVEMENT 0953 M.P. 0.06 to M.P, 0.41 . RS.Q161.(002) let No. 2649 BID TABULATION SUMMARY SHEET 81D OPENING AUGUST 7. 1995 817195 /1#- 1:20 PM ~.P1'~ $499,581,79 + $179.747.94 $678.329,43 D,8,E. CERTIFICATION STATUS E9 NO DEPT. LA60R & INDUSTRIES E INO MEETS OR D.B.E. MEETS OR EXCEEDS SCHEDULE A SCHEDULE 8 CONTRACT D.B.E. GOAL SUBMITTED EXCEEDS AVERAGE OF ALL AVERAGE OF ALL ROAD IMPROVEMENT + WATERLINE - TOTAL (10%) AMOUNT D.8.E. GOAL D.B,E. GOALS D.8.E. GOALS $453,086.15 .I $117,197.30 J $570.265.45 .I $57,028.55 I $65.967.05 TRUE '" $65,864.58 TRUE $490,237.07 01' $112.716.27/' $603.015.34./' $60.301.531 $aO.505.00 TRUE .. $65.864.58 FALSE .. $650,888.34 ./ $145.787.76,1 $798.658,10 $79.865.61/ $75.000,00 FALSE ./ $65.884.58 TRUE o. $453.000. I 8 + $117,107.30 $570,268.45 $45.613.64 9.13% t $108,063.99 BIDTAB,XLS o I ~ .j ~ o :'ij;;\<'~~:;'; .. , , 0 \ , Z <' xl- I-ffi a:~ <::l Wu -'0 Uo enw ~X -'I- enLL -0 W~i ~-r BID T 4B'JLA TION SHEET TIME 1:20PM a: ~I u.. ::ll CH~",CUM ROAD IMPROVEMENT ~O Cr.0953 SCHEDULE A ENGINEER'S ESTIMATE Island Construction, Inc. Lakeside Industries i!=~1 . . ROAD IMPROVEMENT 7208700 Ave. W.. Suite 107 P.O. Box 728 ZI- . ,,-. ;::0 BID OFENING AUGUST 7. 1995 Oak Harbor, We. 98277 142 Eclipse Industrial Parkway ZI- Port An etes. We. 98362 ww' ITEM APPROX. UNIT ITEM DESCRIPTION UNIT TOTAL UNIT TOTAL UNIT TOTAL ~~ NO, QUANTITY BID BID BID BID BID BID Ucr. PREPARATION O'"l:! 1 L.S, MOBILIZATION 039.BB6.64 022.214,31 03B.649.oo Oct 1.26 ACRE CLEARING AND GRUBBING 04.000.00 05.040,00 01.663,07 02.096.47 03.173.0 03.997,9 wwl Xu 1 L,S, REMOVAL OF STRUCTURES AND OBSTRUCTIONS 01.000,00 02,067.17 01.030.00 1-- 6000 L.F. REMOVING TEMPORARY PAVEMENT MARKING 00.06 0300.00 00,24 01.440,00 00.0 0240,00 u..b', -Zl GRADINll ~!!!I 2363 C.Y, ROADWAY EXCAVATION INCLUDING HAUL 07.00 016.641.00 $1.9 018.714,9B 08.14 014.608.8 -X C.Y. EM8ANKMENT COMPACTION 03.00 0348,00 011.26 01,306,00 04,47 0518.6 I- ....'~! 116 ~ ,'J STORM SEWER , 7 12 EACH CATCH 8ASIN TYPE 1 0800,00 09,600.00 0699,48 08,393,7B 0686,3 08,235,84 8 2 EACH ADJUST CATCH BASIN 0300.00 0600,00 0257.42 0514.84 0200,0 0400,00 9 16 EACH CATCH 8ASIN TYPE 2 48 IN, DIAM. 01.500.00 024,000.00 01.827.G5 028.242.40 01.420.00 022,720.00 10 1879 L,F, TESTING STORM SEWER PIPE 01.26 02.348.76 00.46 0884.34 02,00 03,769.00 11 324 L,F, PLAIN CONCRETE STORM SEWER PIPE 12 IN. DIAM, 020,00 06.4BO.00 024.60 07,938,00 016,00 06.184.0 12 148::: L.F, PLAIN CONCRETE STORM SEWER PIPE 18 IN. DIAM. 022,00 032,1 B6,OO 030,64 044,826,32 019,00 027.797,00 13 92 L.F. PLAIN CONCRETE STORM SEWER PIPE 24 IN. DIAM, 030,00 02 760.00 087.72 08,070,24 028,60 02.622,00 14 7 EACH CONNECTINll TO EXISTING DRAINAGE STRUCTURE 0300,00 02.100,00 0476.79 03,337.53 0460,00 03.160,00 SURFACINll 16 3810 TON GRAVEL BASE 08.00 030 480.00 012,60 048 008,00 08.00 030 480,00 16 1267 TON CRUSHED SURFACING TOP COURSE $12.00 016 084.00 022.74 028,584.18 016.60 019.483.60 -r- LIQUID ASPHALT I 17 6.3 TON ASPHALT FOR TACK COAT 0300.00 01 680,00 0541.19 02888.31 0380,00 02.014.00 ~ 0 CEMENT CONCRETE PAVEMENT 18 636 S,Y. CEMENT CONCRETE APPROACH 3 DAY 036.00 018780,00 034.83 018688,88 026.00 013.936.00 A8PHALT CONCRETE PAVEMENT 19 1240 TON A8PHAL T CONCRETE FOR PRELEVELlNG CLASS 8 040.00 049 600,00 060,01 082 012,40 038.80 049 362.0 20 2840 TON ASPHALT CONCRETE PAVEMENT CLASS B 040.00 0113 800.00 063,28 $161315,20 042.80 0121 652.00 21 19 TON ASPHAI.T CONCRETE APPROACH CLASS 8 060.00 0060.00 065.83 01 262.67 040,20 0834.80 . EROSION CONTROL AND PLANTINll I 22 0.6 ACRE SEEDING FERTILIZING AND MULCHINll 02000,00 01 200.00 02647,66 01 708,63 01 600,00 0800,0 : 23 1000 EST. TEMPORARY WATER PQLLUTION/EROSION CONTROL 01,00 01 000.00 01,00 01 000,0 01.00, 01 000.00 ~.J TRAFfiC 24 2633 L,F, CEMENT CONCRETE BARRIER CURB AND GUTTER 18.00 021 064,00 00,2B 024434,24 07,00 018431,00 28 160 L,F. EXTRUDED CEMENT CONCRETE CUr10 oa.75 0405,00 05.00 II 078,20 12.75 0406,00 26 24B L.F. MOUNTABLE ASPHALT CONCRETE CURB 14,00 '002,00 03.07 0084,56 12.0 1406,0 27 8010 L.F. PAINT BTRIPE 10.15 .1 486,50 '0,24 2 378,40 00,09 0891,90 20 143 L,F, PLASTIC STOP OAR 03.00 '420,00 06.66 '950.n '2.10 '300.30 30 44 L,F, FLEXIBLE GUIOE PORTS '25.00 1100,00 '62.6 12316.28 '21,00 '024.00 3'1 10 EACH PLASTic TRAFFIC ARROW 045.00 '720,00 107.47 01 660.62 '30,00 0624.00 0# . III . .. .. -'1lllI 11 .. - i .ILu .... ... -- .1 11I11 I .. - rr I inl =~ . -III d II I III . - ... - III o ;'...U:.1~;":4Y,j, o .. " o '\ , z <' xl- I-ffi a:::E <:::l wu -'0 Uo enUJ ffix -'I- enUo. -0 w TIME 1:20PM OATE 817/95 8v: SCHEDULE A ENGINEER'S ESTIMATE Island Construction, Inc. Lakeside Industries Ace Paving Co.. Inc. )AD IMPROVEMENT 7208700 Ave. W.o Suite 107 P.O. Box 728 P,O, 80x 4520 Oak Harbor. Woo 98277 142 Eclipse Industrial Parkway Bremerton. Wa. 98312 Port Anaeles. We. 98362 ITEM DESCRIPTION UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL BID BID BID 810 BID BID 810 810 PREPARATION $39,888,54 $22.214,31 $38.649,nn , $35.000,00 181NG $4.000.00 $5,040.00 $ 1 .663,07 $2.095.47 $3.173,00 $3.997.9R, $10.006."'" $ 1 2.600.00 rURES AND OBSTRUCTIONS $1.000.00 $2.067,17 $1.030,00 $2.500,00 ,RY PAVEMENT MARKING $0,05 $300,00 00.24, $1.440.00 00,04 $240.00 $0,04 $240,00 GRADING ION INCLUDING HAUL $7.00 $16.541.00 07.92 $18.'14.96 $6.14 $14.508.82. $6.00 014.178,00. ACTION $3.00 $348,00 $11.25 01.305,00 $4.47 $518,5? $ 2-:nn: 0232.00 STORM SEWER $800.00 $9.800.00 $689.48 $8 393.78 $686.32. $8.235,84 $875,00 $8.100.00. N $300.00 $600,00 $257.42 $514,04- $200.oa. $400,00 $150,00 $300,00 ! 48 IN. DIAM, $1.500.00 $24.000,00 $1,827.05 $29 242.40 $ 1 .420.00 $22.720.00 $ 1,325.00 $21.200.00. fER PIPE $1.26 $2.348.76 $0.46 $864,34 $2.00 $3.768.00 $0.50 $838.60 JRM SEWER PIPE 12 IN, DIAM. $20.00 $6 490.00 $24.50 $7.838.00 $10.00 $6.184.00. $16.25 $4.941.00 JRM SEWEn PIPE 18 IN, DIAM. $22.00 $32,180,00 $30.04 $44 828,32 $18.00 $27.797.00 $20,5n $29 891.60 JRM SEWEn PIPE 24 IN, DIAM, $30,00 $2,700,00 $87.72 $8 070.24 $28.60 $2,822.00 $24.06 $2,212.80 mNG DRAINAGE STRUCTURE $300.00 02. I 00.00 $476,78 $3 337.53 $450.00 $3,160.00 $360.00 $2 450,00 SURFACING 00.00 $30 480.00 112.0 $48 006.00 $8.00 $30.480,00 $8,5'" $24.706.0 3 TOP COURSE $12,00 $16084.00 122,74 $2B 584,18 $16,60 $18483,50 $12.0n. $16084,0 LIQUID ASPHALT COAT $300,00 $ I 690.00 $541.19 $2889.31 $380.00 $2 014,00 $250,00 $1 325,00 MENT CONCRETE PAVEMENT ~PPROACH 3 DAY $35.00 $18700,00 134,83 $19808.80 $28.00 $13 930.00 $39.00 $20.904,00 'HALT CONCRETE PAVEMENT FOR PRE LEVELING CLASS B $40,00 $48000,00 $60.D1 $02 012.40 $38.80 $49 352.0n. 135.00 $43 400.00 PAVEMENT CLASS B $40,00 $) 13 000,00 $53.29 $151315,20 - 842.90 $121552.00 $30,00 $05 200,00 APPROACH CLASS 8 $50,00 $850,00 $05.83 $1 252.07 849.20 0834,80 840,00 0700,on: BION CONTROL AND PLANTING J. AND MULCHING $2 000,00 8 I 200.00 12 047,50 ., 700.53 $ I 500,00 $800.0nl $1000.on; 0000.00 POLLUTION/EROSION CONTROL 01.00 .1 000.00 11.00 $1 000.00. 11.00, $1 000.00 $1,00 I I 000,00 TRAFFIC BARRIER CUR8 AND GUTTER 88,00 821 004,00 $8.28 n4434,24 $7,00 810431.00 88,01l 02B 835.05 CONCRETE CUR8 $2,75 $408.00 10.98 $1 078.20 n.70 8485.00 n,71!. 1485,00. . T CONCRETE CURB 14,00 1882,00 13.87 1884.50 n,Oo. 8400,00. 81,50 t372,00 80,10 II 480.00 80.24 12 378 40 10,00. 0001.00 $0,08 108100 83,00 $420.00 18,00 $050,0"' 12.10 $300.30 .2,'" 1300,30 is . $20,00 $1 100.00 $~2,02. n 3 0,20 $21.00 .024.00 no 00 $1 100,od: ROW $45,00 $720.00 107.47 II 500,52 $38.00 .024,00 131/,00 024,on, .~~1NM' ' . .~ '-i \'" o _ m----- ::.~. ,.:~'..;:F,"':-:~: :':{ ,',,' '~~.- -, -- ",',"'," ,\ "0 - o .. ., o '\ '\' , .. ~ Ii i ~~\l :5::l -,U ~g\ (/)w w:X: -'I- enLL -0\ ~~! ~::; u..< ~a :Z:w I-:x: ZI- ~g ~~w, ::> ' u' o Q Ww :X:U I-F !:!::o Z wen u- F:X:~' o ' z .. ,~.J. ,32 0.39 HUND, RAISED PAVEMENT MARKER TYPE 1 $300.00 $117.00 81 663,02 ''''''''-~" 8609,6'" $160.00 $6 _33 0.77 HUtlD, RAISED PAVEMENT MARKER TYPE 2 0300.00 $231.00 $1.699,43 $1,309.66 $270.00 $20 34 13000 L,F, TEMPORARY PAVEMENT MARKING 80,16 $2.080,00 80.38. $4.940.00 $0,06 866 .' 36 1 L.S, PERMANENT SIGNING 84,600.00 86,967.14- 82.22 . i.39 1 L.S. CHANNELlZA'r10N DEVICES 86 000.00 $7911.17 $1,10 37 80 HOUR CONTRACTOR PILOTED TRAFFIC CONTROL 635.00 82,800.00 641.8 $3.344.00 833.37 82.66 38 70 DAY TRAFFIC CONTROL SUPERVISOR 8200,00 8 '14,000.00 $296,98 $20 719.60 $330.00 $23.10 39 1000 HOUR TRAFFIC CONTROL LA80R $25.00 025 000.00 $34.42 $34,420.0< 626.00 $26.00 40 196 S.F, CONSTRUCTION SIGN CLASS A .10.00 $1,960.00 819,1 $3.743.60 89.00 $1,17 OTHER ITEMS 41 1812 C.Y, STRUCTURE EXCAVATION CLASS 8 INCL. HAUL $7,00 .11 294.00 610.69 $17 232,29 $9.60 $16.47 42 8692 S.F. SHORING OR EXCAVATION CLASS B $1.00 $8 692.00 $0,70 88 014.4n 00.6 $4,29 43 149 C.Y, GRAVEL 8ACKFILL FOR PIPE 8EDD/NG 620.00 $2 9BO.00 613.64 $2017.4A. $12.00 $1 79 44 61 MGAL WATER . '16,00 8785.00 $311.41 816,891.91 '12.00 661 46 0.1 C.Y. CONC. CLASS 3000 $200.00 $20.00 670.38 $7.04 81.000.nn. $10 46 9 EACH MONUMENT CASE AND COVER $200,00 81 800.00 $249.36 f2 236.16 $200.00 $190 47 789 S.Y. CEMENT CONCRETE SIOEWALK '16.00 811,636,00 822.69 $17448.91 '16.94 $1218 ~48 1 EACH REMOVE AND RESET MONUMENT. CASE AND COVER 6200.00 6200.00 $366.37 8366.37 $160.00 816 "~"49 1000 EST. ROAD CLEANUP $1,00 81 000,00 81,00 81 000.00 $1.00 $100 60 1 L.S. TRIMMING ANO CLEANUP 02 000.00 f2 693,67 81 16 61 29 S.Y. CEMENT CONCRETE SIDEWALK END RAMP .16.00 8420.00 833.86 8948.08 616.94 844 62 80 S,Y. POLY ROOT BARRIER 81.60 6120,00 618.70. 81 266.00 83.50 825 63 3.6 C.Y. ORNAMENTAL REO ROCK 899.00 8336.00 $229.16 8902.06 640.00 8'4 64 1 EST. REIM8URSEMENT FOR THIRO PARTY DAMAGE 81.00 81,00 81.00 81. 81.00 $ TOTAL $499 681.78 8650 869.34 8490 2l c' -- o .~ 'i .. '... o '\ " ~ " :z: 1-: ~Zi ~~\i uO eno en ~l ~ 1-1' enU- ~ 0 J;::::);':~,~~~~:t'J;,z:;SU~W::';~"~:it\.'\':N~.;1.",;;{:t\t'_,",,"''''N''''_'''.__"'_~__....~_.._~..""_..:._ ,__ . _ ~ ~-"'.'" AVEMENT MARKER TYPE 1 8300.00 8117.00 81 583.02 " t509,5& $160,00 $52.40 $150.00. 852.40 AVEMENT MARKER TYPE 2 8300,00 8231.00 $1,599.43 $1,30B,55 $270.00 0207.90 $270.00 $207.90 ,RY PAVEMENT MARKING '0.16 $2 OBO.OO 80.39 $4,940,00 80,05 8650.00 $0.10 81.300.00 ;NT SIGNING 84 600,00 85.057,14 $2,22B,B3 85.000.00 JZATION DEVICES ~5 000.00 $7,911.17 81,100,00 81.500.00 :TOR PILOTED TRAFFIC CONTROL '35.00 '2.800.00 '41.an '3,344.0 $33.37 $2,859,BO 825.00 '2.240.0 CONTROL SUPERVISOR '200.00 '14000,00 $295.98 820,718,50 $330,00 823,100.00 $200.00 814,000.00 CONTROL LA80R $25.00 825 000,00 '34.42 834.420.00 $25.00 826,000,00 825,00 $25,000,00 ICTION SIGN CLASS A 810.00 81 OBO.OO 810.1 $3.743.60 85.00 $1 ,175,00 $8.60 81,274.00 OTHER ITEMS IRE EXCAVATION CLASS 8 INCL. HAUL $7.00 8112B4.00 810.59 $17.232.20 89.50 815.475,20 88.00 812995,00 OR EXCAVATION CLASS B $1.00 8B 692.00 80.70 $5.014.40 80.6 84 295,00 $0,60 84 29B,00 lACK FILL FOR PIPE 8EDDING 820.00 82 9BO,OO 013.64 $2.017.46. 812.00 81 .7BB,OO $10.00 $1.490.00 815,00 8786.00 8311.41 $169Bl.91 812.00 $612,00 $15.00 $756,00 ,ASS 3000 8Z00.00 820.00 $70.38 87.04 81.000.= $100,00 81,000.00 $100.00 NT CASE AND COVER 8200,00 '1 BOO.OO 8248.36 $2.236.16 $200.00 81 800,00 $250.00 .2 260,00. CONCRETE SIDEWALK '15.00 '11635.00 $22.59 $17448.51 '16.84 $12,180,98 $24.00 $18 468.on. AND RESET MONUMENT CASE AND COVER 8200.00 8200.00 8365.37. 8358.37 8160.00 8160,00 8260,00 '250.00 EANUP 81.00 81 000,00 81.00 01 000.00 81.00 81.000.00 81.00 81 000.00 3 AND CLEANUP 82 000,00 $2 5B3.67 11160.00 8Z 600.00 CONCRETE SIDEWALK END RAMP 815.00 1420.00 133.9B 894B,09 016.B4 $443.62 'IB.OO $504.00 JT BARRIER $1.60 8120.00 815,70 $1260. $3.60 $290.00 $2,00 'IBO. ~T AL RED ROCK '98,00 '338.00 8229.16 8802.06 '40.00 '140.00 '60.00 $175.00. SEMENT FOR THIRD PARTY DAMAGE 81.00 '1,00 81.00 81.00 $1.00 01. 01.00 '1.0ll0 TOTAL 849B 581.79 'B60 9BB.34 '490,237.07 '463 OBB,15 o ,,~'"ii'4 o ~ '< ~ ~ .. ", o \ , z <' x5: I-w a: ~ i ~::lr dgl enC enW wX -'I- enLL -0 ~~r1 ~::; u..< ~a! FW! zi!=i i= oi z 1-, ww; ~~ ucr.., 0::1; 0_1 WW'j Xu I-~ !:!:Ol z, ~!{l: i= X:, 0"" z \; - \ III!! r fllllLA T10N SHEET TIME 1:20PN CHI/oIt'-CUM ROAD IMPROVEMENT SCHEDULE B o;!Ifl963 ENGINEER'S ESTIMATE Island Construction, Inc. Lakeside Industries " WATER LINE 7208700 Ave. W'o Suite 107 P.O. Box 728 ,Ir, 910 O~ENING AUGUST 7, '995 Oak Harbor. We. 98277 142 Eclipse Industrial Parkway Port Antlolos. We. 98362 ITEM APPROX. UNIT ITEM DESCRIPTION UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. QUANTITY BID BID BID BID BID BID 1 1 LS MOBILlZA TION/DEMOBILlZA TIONIBONDS/lNSURANCE 813,314,64 85,101.26 $5.000.00. 2 390 CY BANK RUN GRAVEL FOR TRENCH BACKFILL 810,00 83,900,00 813,~ 85.272.BO 810,00 83.900,00 3 3350 SF SHORING OR EXTRA EXCAVATION 81.00 83,350,00 80,71 82,378,50 80,50 81.675.00 4 1 EA GATE VALVE 4 IN. 8550.00 8550.00 8494,49 8494.49 8275. $275.00 5 2 EA GATE VALVE 6 IN, $700.00 81.400,00 8601.54 81 603,OB 8435,00 8970,00, 8 2 EA GATE VALVE BIN. 8900.00 81 800,00 81.291,33 .'.." ... 82.552.68 8540,00 81.0BO.00 7 7 EA GATE VALVE 10 IN. 81.100.00 87,700.00 8995.79 06 800.63 8850.00 84.550,00, 9 2 EA COMB.AIR RELEASEIAIR VACUUM VIV ASSM l1N. 81 B50,OO 83,700.00 81 692.27 83,124.64 81.410,00 82.920.00, it. 1~ 4 EA HYDRANT ASSEMBLY 82 000.00 8B 000.00 81.171,B6 04.8B7.40 81.056,00 84.220.001 1 EA REMOVING EXISTING HYDRANT 8500.00 8600,00 8380,06 83BO,06. 8260.00 8260.00 " 2 EA RECONNECTING EXISTING HYDRANT 8500.00 81.000.00 8890.Q1 $1.360.02 $700.00 81.400,00 12 19 EA SERVICE CONNECTION 1 IN DIAM. 8860.00 812360.00 8899.36 813,097.65 8412.00 87.B2B.00 13 1 EA SERVICE CONNECTION 1 '12 IN, DIAM. 8200.00 8200.00 86B3,33 8893.33 8636.00 8636.00 14 95 IF DUCTILE IRON PIPE FOR WATER MAIN 8 IN. DIAM. 830,00 82 B60.00 842,3B 84027.06 824.28 82.306.80 15 63 IF DUCTILE IRON PIPE FOR WATER MAIN BIN. DIAM. 835.00 02,205.00 828.01 81.838.83 827.B8 81.781.4B 18 1992 LF DUCTILE IRON PIPE FOR WATER MAIN 10 IN. DIAM, 840.00 070.880.00 828,88 857090.72 822.83 046 07B.8B 17 1 LS CONNECTIO'J DETAIL 1 PIPING 82 200,00 82270,18 82.0620'17 16 1 lS CONNECTION OF-TAIL 7 PIPING 88,000,00 83 380,B2 $4.096.92 10 4' TN GRAVEL BASE 89.00 8328,00 814.51 8504.91 88,00 8320.00, 20 20 TN CRUSHED SURFACING TOP COURSE 812.00 8240.00 821.82 8436.40 815.60 83'0.00 21 100 TN PAVF.MENT CLASS 8 060.00 89 000,00 849.96 84.99B.00 842.90 84 2BO.00, 22 1 lB EVICES 8600.00 81 770.24 81110.00 23 32 HOUR C TEO TRAFFIC CONTROL 835.00 01 120.00 84'.32 81 322.24 833,37 81 007.94, -- 24 16 OAY TRAFFIC CONTROL SUPERVISOR 0200,00 83 200.00 8249.07 03837.12 8330.00. 86 280,00 25 290 HOUR TRAFFIC CONTROL LABOR 025.00 $7 000.00 82';.53 88 288.40 026.00 07 000.00 28 1 l8 BURVEYING fAI , 08 400.00 ~'" 80.00 FA) 80.00 27 " EA ~ POL Y8TYRENE INSULATION 810,00 8110.00 8383.08 84 000.28 834.00 0374.00 1. 29 03 CY NON,5HRINK BACKFill 860.00 04 160.00 083.01L 84.406.47 040.00 83 320,1lO.1 6UBTOTAl WIO MOOlllZATION 8186433.00 TOTAL 8179747.64 8146797.76 811277B.27 ~, ~/'If,o:I./.06 . ..;,) o "- o .~ 9 ifili ., o \ , z <' :x:1- I-ffi a:::E ~::l -'u uO enO en!:!! w..... -'I- enLL -0 UJ ~ TIME 1:20 PM DATE 817195 8": SCHEDULE B ENGINEER'S ESTIMATE Islend Construction, Inc. Lakeside Industries Ace Paving Co.. Inc. WATER LINE 7208700 Avo. Woo Sulto 107 P.O. Box 728 P.O. Box 4520 Oak Harbor, We. 98277 142 EClipse Industrial Parkway Bremerton, We. 98312 Port Anaoles, We. 98362 ITEM DESCRIPTION UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL BID BID BID BID BID BID BID BID iOBILl2A TIONIBONDSIINSURANCE 013314.84 06,101.26 05,OOO.nn. $5.000,00 FOR TRENCH BACKFILL 010,00 03 900.00 $13.52. $5.272.80 $10.00 $3,900.00 $10,00 $3.900,00. \ EXCA V A TION 01,00 03,350,00 00.71 02,379.50 00.50 01.875.00 '0,35 $1.172,50. 0560.00 0650,00 0494.40 0494,49 0276.0 '276.00 '395.00 '306,00 $100,00 01 400.00 0801,54 01 803,00, 0435.00 OB70.00 0410,00 0920.00 0800,00 01 800,00 II 291.33 '.~~L~ 02,682.88 0640,00 01.080.00. 0505.00 01.010,00 01 100.00 .7 700.00 $095.79 $6 900.63 0850.00 $4,650.00 $750,00 $5.250,00 lAIR VACUUM VIV ASSM l1N. 01 860.00 03 700.00 $1582,;/7 $3 124.64 '1.410,00 $2.820,00 $1 3B4.50 $2.789.00 .Y 02 000,00 08 000.00 $I 171,85 $4 887.40 01 055,00 04.220.0n. $1.357.00 $5.42B,OO G HYDRANT 0800.00 $500.00 0380,00 0380.08. $250,00 0250,00 $500,00 $500.00 ISTING HYDRANT 0800.00 01000,00 0890,01 01 380,02 $100,00 01 400.00 $150,00 61 500,00 ON 1 IN DIAM. 0880.00 012 380,00 0699,38 013.007.86 6412,00 67.820,00 6400,00 $1.000.00 ON 1 112 IN. DIAM. 0200.00 $200,00 0083,33 0883.33 0535,00 0635.00 .475.00 6475.00 FOR WATER MAIN 6 IN, DIAM, 030,00 02 850,00 042.30 04 027.08 024,28 62 306.80 018,50 01 757.50 FOR WATER MAIN 8 IN. DIAM. '35,00 02205.00 $28,01 01 838,83 $27,08 61 781.4B 020.90 01 318.70 FOR WATER MAIN 10 IN, OIAM, 040,00 $70 800,00 128.60 057 090.72 622,63 045 070.88 622.05 643 923,00 IL 1 PIPING 02 200.00 62270.10 62062,47 02 425,00 IL 7 PIPING 'S 000,00 03 380,82 $4.005,92 63.090.00 18,00 1328.00 ~,14,81 0894.91 6B.00 '329.00 010,00 '410,00 ~G TOP COURSE 012.00 0240.00 121,82 0438.40 '15,50 0310.00 015.00 '300.00 E PAVEMENT CLASS 8 OSO.OO 08 000,00 140,OB 04 098.00 042,00 64 280.00. 050,00 65000,00 IEVICES 01\00.00 '1 770.24 61 110.00 '1 500,00 fED TRAFFIC CONTROL 038.00 .1 120,00 041.32 01 322.24 133,37 61.087.84 '40,00 01 280.00 SUPERVISOR 0200.00 03200,00 0248.07 03037.12 '330,00. 65 280,00 '300.00 64 800.00 LABOR 025.00 07 000,00 020.63 00 288.40 026.00 $1 000,00 028.00 67 000.00 (AI 00 400.00 ,/!. ., 10,00.. OJ. LL 60.00 J,,' I..... 60,00 ILAT\ON 610,00 1110,00 0383.88 04,000.20 634.00 '374.00 '25,0/) 0278,00 :ILL 080.00 04 180,00 053.00 04 408.47 040,00 03 320.0 0100,00 68 300,00 'BILIZATION 0188433.00 0179747,84 '145797.76 '112778,27 '117197.30 fi'~ ,'l;f~"'~~,~~. ,; "e' '. ' "- ':~: ",- - .",::<\-~i"7:."~~>:',:~.f':\ :,;i(:~;I;:.~, ,.'i',,: , 'W, 02./. 06 "'~ o - I ...................~ -~ ------- - ~1DIll~-~ ~~- -- ---~ - o , I , ". j .i 0, - .. ., \. (\ , .. z , ~....:: I- z, a: ~! :1i :::d -,UI uOj (flO UI WI w:X: -'I- (fl u..1 -0 w :::E ~~ ~::;I LL <I !a5 :X:w ~Fj ~~ ww ~~--; o. c_ Ww :X:u ti= _0 z wen u- i= j:. ~ ~, JEFFERSON COUNTY BOARD OF COMMISSIONERS Agenda Item FOR WEEK OF: Au~<rt 7. ]995 1. DESCRIPTION -- a brief description of the agenda item: Please include project, road, contract, grant, etc. number if one is available for the Commissioners' Index. Award of Contract to Ace Paving Co., Ine. ofBremerton, Wa., for Chimacum Road Improvement project described as foDows; Chimacum Road Improvement Chimacum Road County Road Project No. CR0953 Federal Aid No. RS-QI61-(002) County Road No. 932507 M.P. 0.06 to M,P. 0.41 I..... II. ISSUES .- a short outline of the major issues or areas that should be given particular attention: ~..... ~ III, ACTION - what is the nature of the action the Board is being asked to take (discussion, approval of a contract, support for a grant, etc.)? You may also want to express the department's position or recommendation, . i. The board is asked to approve and sign the Resolution where Indicated, and return one (1) copy to Public works for further processing. ) Jo' / ' .,,1 \'~\ o . .0 - .. ;\{'0~::.' ~~,':'~:;::i:~,:'~,::i,;,,:'i~#~;;~;:"~\,~~ -~ -v- -- -- . - ~- -- - ----,--~ """'-""JIiI~"1lII .... i'," Q -- t) <: .~ ., 1M ., z , ~~i I-w a:~ ~::l -,u uO enO enW w:X: -'I- ~~I' ~::; u..~ ~ 01 ~~ji ~~ ~~ Q -1 Ww :x:u I-F !:!::o z wen ~~~ C' JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS 1820 Jefferson Street P,O. Box 1220 Port Townsend, WA 98368 (360) 385.9160 DATE: August 7,1995 TO: FROM: Board of County Commissioners Robert G. Nesbitt, P.E, pr/IL SUBJECT: Recommendation for award of bid for Chimacum Road Improvement, CR0953. 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, W A for their bid of $570,265.45. '..... "_. i. !, ,l .1. 1 100% Recyc:Illd Paper ~r --~ 1 '11 ~ - - o ./' c () -~ 'i 1~ STATE OF WASHINGTON County of Jefferson IN THE MATIER OF ACCEPTING BID FOR CONSTRUCTING THE CHIMACUM ROAD IMPROVEMENT PROJECT, CR0953 RESOLUTION NO. 66-95 } " WHEREAS, Jefferson County Board of Commissioners on July 17, 1995 called for bids for the above mentioned project, and; Z , ~...:: I- ffi I a: :E I <::l\ wu do gJ ~Ii wX -'I- (flu.. -0 ~~ ~::; LL< !!la Xw I-:z: ZI- ~~ ww ~~ g;5j 0_ Ww Xu ~g Z Will u- -x' , b?' Z\ WHEREAS, due notice of the call for bids was given as required by law, and; WHEREAS, three bids were received and opened during public session on August 7, 1995 at I I: I 5 a,m., as shown in the attached bid tabulation, and; WHEREAS, it is in the best interest of the people of Jefferson County to select the most responsive of the two acceptable bids, now therefore, IT IS HEREBY RESOLVED, that the best and most responsive bid was submitted by Ace Paving Co" Inc" for a total bid amount of $570,265.45 and that this bid be accepted and IT IS FURTHER RESOLVED, that the specifications and contract documents in their entirety as included in the bid package, are part of this bid acceptance. .-/!J:=- APPROVED AND ADOPTED this -1- day of Ikr-r , '..... SEAL: JEFFERSON COUNTY BOARD OF COMMISSIONERS o " '., .. ..~ . i. . ArrEST: ~a....~/)z(J. Lorna L, Delaney Clerk ofthe Boord ,\ C'i) tel _~r2:;/;.~~';;::\\~'::;'; ,:i\"'''J~' - 11 f'} ",~; 1,- -~ - ---...r- ::"'TKlIil!!mIImi!!lI -- ~ !IB""'- .'- J;&I'liI 11'''''''' --- Q.: o ( ., l..:; - .. " r I '\ Z j ~~: I- ffi I a::::E ~::l -,u uO 000 enW w:I: -'I- ~ l51 ~~ ~::; LL< ~a :X:w ~F= ~~ ww ~~ g~ Ww :X:U 1-- !:!:b Z wen u- I=:Z: O~;I Z\ G 1~~\,>",,' ,,~,~j;;' \:"", '0-, ,'/ ,~~,O/ ~ r':-;r'" o JEFfERSON COUNTY DEPARTMENT OF PUBLIC WORKS \ 1820 Jefferson Street P,O, Box 1220 Port Townsend. WA 98368 (360) 385-9160 DATE: August 8,1995 TO: Robert G, Nesbitt, P .E., Senior Engineer FROM: Robert Wheeler, P.E. Public Works Director Port Townsend Water Dept. 5210 Kuhn St. Port Townsend, Wa. 98368 SUBJECT: Review of bid for Chirnacwn Road Project CR0953, Co, Rd, No, 932507, M.P, 0.06 to M.P. 0.41 Federal Aid Project No. RS-QI6l (002). Local Programs Contract No,2649 D Dear Mr, Nesbitt: ,~ I havc reviewed the bid proposal for the above referenced project, which was determined by Jefferson County Public Works as the winning bid and concur and approve of the selection. ,IJt.I.o~ Robert G. Wheeler, P,E. City of Port Townsend Public Works Director ~_.." , r~ '0 100% Recycled Papar ~ . -- -------...---- z < ' xl- l-aJ a::::E ~ar do! 000 (flUJ wX -'I- 00 u. -0 :E ~I ~~ u.< ~a XUJ I-x Z 1-1 ;: Oi z 1-: ww' ~~ g~' ccr WUJ! Xu 1-- !:!:b z! W(/)I u-I -x bl- z,J ( }."'.$'J"l~O. "~:*AC,",'HIN. ,G,.,.TO...N,'.\;..~,'. -.""...:,'.., '. ..'Count, of aeffel'8On'. ';" , ;.,,~~~LUTlqHNOJ""''''''';:'jt^'.*' ,!t:,.IN,:l'liEMA1"1'ER O!7.;B:;i~'" ',ACCEPTlN,G BID. FOR"'.".' . CO~STRl.!~ING l'HE,CHIMACUM, t ~~1\~:~e~9"i!lME":,:,~~~t:;<::r,; , Svi:ti\"'''';,.Cf'lO:;i~~;;l~~J:riiv'' Board , lol)ill'l!,oI!Ju~:V'. 11196, Ids'for;the',abOye ~entf , ,BneV./::c:'((,:c ;WHEREAS;:d~ "notlc9 of. .ihe''cili, f~r.tllcJswa8gl~e",,8Iirequlred by law, ~,"(j;' !, :::.rl<\;f{;?(:~j>:;.,'~~..,:;::'~,:::','[.:~r:~':{:,'~::',. ~.,,;~j'~~~7:~" : ,:: ,,' _':", 's\'v,...Ef,l "'~~!',:-,t~~~~). ~ICJs";'were Fe!l~Ive~"al'ltl}?pen.~;; r~u,rlng'" public s~!on,(m'c!c :"'};';.\f',,:1",;.;:,. '. '.' "1:August..?::1995 at.11 :1/;'a:m;, as ehown' In .the 'attaclied. bldlabulatfon; and'~i'\;','::<;:'Fj::' '" 'r',:,,:, i-:;;~:;,'::,:",',: :,~, :. ',' \:>~',',,:', ;<",,::_' i ,'Wi~ERE~S; Ii. Is In ,thll bestJilleFO(lt olthe,.'pllopJli ','Oi..Jefferilon;'CountYlo eel!lictlha most'rtlspo-ritilveof.thinwc:i acCepta~le ..blds;' nowtherstiiijjt~',!l,~.' ;;!fll~':I-lE{'IEBV ,f.'Igl;OLVEO;.'ihllt t~e,tioc~an~,.rnOR! res~",~alveb.rd.~as aubmltted byAco PaVIng Co.nno"lor a total,bldani~ilntol $570;285:45an'd lhatthle bid be acceptedandi;,::\, I" 'nlS 'FURTIiEA. R.ESO~VEbiihat the>apsQllloatlol1s . anCl ;'ooiitract documente In their entfl:6Jy as Included, In the bid packag~, are. partof.lhla bId ll~ceptance, .. " ,,'. :,';". ,,", ',,,ii ,,' ,','", . ; :,.NF1ROVED AND,AD..OP.TEDthla day 01, ,.. '.., JEFFERSONCOUNTV,:' 1;1 " BOARD OF COMMISSIONERS !' . SfiALf:i:, "~ i:,.'::<"'" :,~<;;;:,,\~,~~:,::: ,',".,) ;:::,'J.~'.1f:: r~' Glen HunUngford,'Chitlimlln (" ; ,,;. RichArd elWolt, MClmb1lr:.",^:.V;';.,." . ATTESr:" :",:":'y',i!',','\li,i,!", Lerna (,; Dslanoy':, ,'"I,! ;"i;',:",,~ '.','.' Clerk 01 tho Eloard :".\';1:,,;;;;.6,,\ ,,,j.. Robert Hinton, MF.lmbo~ '3407 O~9 <<) J -.' --~ - - - -&a,....___ o o .. , , o \ , CI'I'/,MI}C"V/L1. /!.iJ ',". cli."'~3 . Affidavit of Pl.{'lcationf"'.E ~JN$T' STATE OF WASHINGT~~) I COUNTY OF JEFFERSON) I scorr WilSON. being sworn, says he is tha publisher ot tha Port Townsend Jefferson County leader. e weekly newspaper which has boon established, published In the English language snd circulated continuously as a weakly newspsper In the town of Port Townsend In i sold County and Slota, and for genersl circulstion In said county for mora than six (6) months prlor to the data of the flrot publication of the Notlca hereto attachad ond that the said Port Townsend Jafferson County leader was on the 27th day of June 1941 epproved as alogal newspeper by the Superlor Court ot said Jefferson County end that annexed Is e true copy of the --- " Q Chimacum Road improvement project CR0953 :: Rtc~fvEb .'\: OCT 13 1995 JEFFSRSON COUNTY PUBLIC WOAKS DEPT. . - .' , o " as It sppeared in tho regular and antlralssus of sold psper IIsell not In e supploment the roof for s psrlo<! of ~ conoscutlye weoks, beginning on the.J!.t..h-. dey ot Auaust ,19~ & ending on the llh.. dey of --A.ug.u s 1: ,19-9.5' snd thet eeld nowspoper woe rogulArly dlotrlbutod to 110 subscrlbol'll durlng nil 01 this perto<!, Thet the full emount of $ 49 . 61 hos been psld In lull. el the rete of $9.20 ($7.36 for legal notlcss ="....~_..m..~~'". sortlon, , --... Publisher Subscrtbod and sworn to bofore me this 9 t h day o~ u 9 U B t 19~ ..6l ,,' ') J/" r.~'-4r..Lt:Lk ~",/l'( Notory Public l'1J!1d for tho Slote of Washington, ,..Idlng ot Port Hadlock f ~:}::::::~~a~~~I~~~-d1.~JiI1n.' -- - ..........-~ \. .~ "1 ,~ ) .I' II' o o ~----- a..... t:b...Ll \'1. /1 :.1 I~ L.,,! . - ITEM PLAN ITEM DESCRIPTION NO, QUANTITY TI PREPARATION ,. Lump sum Mobilization 2 1.26 Acre Clearing and Grubbing lIIiII-r' _ -'l''V'''.'' -... :; r Z , ~~" I-w a::::E ~:::l', U-,g: 0' ~~ ~I- enu.. -0 ~~ ~::; LL< !!2a Xw I-x ZI- ~~ w~ ~a g~ c_ ~~ ~g z wen ~:E 137 z) . '~) , ~: ! ., \_- , ,,C,' ."::"c -'I.~~ .....~ iIIm~--=--'_. '1 ... o o .. " . , c (i PROPOSAL TO TIlE BOARD OF JEFFERSON COUNTY COMMISSIONERS JEFFERSON COUNTY COURTHOUSE 1820 JEFFERSON STREET PORT TOWNSEND, WA 98368 TIllS CERTIFIES TIlAT THE UNDERSIGNED HAS EXAMINED TIlE LOCATION OF CHIMACUM ROAD, CO. RD. PROJECT NO. CR0953, FEDERAL AID NO. RS.Q161-(002), COUNTY ROAD NO. 932507, IN JEFFERSON COUNTY, M.P. 0.06 TO M.P. 0.41, STA. 3+00 TO STA, 21+50, AND TIlAT THE PLANS, SPECIFICATIONS AND CONlRACT GOVERNING TIlE WORK EMBRACED IN THIS IMPROVEMENT, AND THE MElHOD BY WHICH PAYMENT WILL BE MADE FOR SAID WORK IS UNDERSTOOD. TIlE UNDERSIGNED HEREBY PROPOSES TO UNDERTAKE AND COMPLETE THE WORK. EMBRACED IN TIllS IMPROVEMENT, OR AS MUCH THEREOF AS CAN BE COMPLETED WIlH TIlE MONEY AVAILABLE IN ACCORDANCE WIlH mE SAID PLANS, SPECIFICATIONS AND CONlRACT; AND TIm 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,) SCHEDULE A. ROAD IMPROVEMENTS PRICE PER UNIT DOLLARS. TOTAL AMOUNT DOLLARS Lump Sum .35; a::v- a;l at lt1a-oe?,10 1~~~).cC. per' Acre . SHOW PRICE PER UNIT IN FIGURES ONLY, FIGli 'OS WRJ'J'TEN TO 'n-IE RIGHT OF TI/E DOT (DECIMAL) IN mE PRJCE PER UNIT COLUMN SHALl " INTERPRETED AS CENTS, APPLICABLE W ASHrNOTON STATE SALES TAX IS TO BE INCLUO' 'lID ITEM PRICE, CR09.53 C/rImacum Road Improv.m.nts ':/,,>';,~:;;~.~}~,;:~I~~~:}/$:'~~:~:f~;:;,4' '!~~'J;i j --~- .,.........-- - 'j 1 I '..... i, ) J-' " 'I- 0 .\ o ,....,.' ~ '''1 '''. l'tl...l . , - lpF .:.m:w~ z < . :x:1- I-ffi a::::E ~:::l -'u uO (flO CJ)UJ w:X: -'I- (flu.. -0 ~~ ~::; LL< !!2a :X:w I-:x: ZI- ;:0 ZI- ww ::!;- ::l u 81:: Ww :J:u 1-- !!::b z wen u- i= F: 0, Z ~ '\ '0 I j (\ i~ .. 11,;...:t.~~._ . .. -~.,- ~---- --. --- r- --~ J--';;;MI'I 1:I~"8IIiI-V-W ,...,..\1Ii ----...., -. o o .~ ~ .. ., ( (- ITEM PLAN ITEM DESCRIPTION PRICE PER TOTAL NO. QUANTITY UNIT AMOUNT DOLLARS. DOLLARS PREPARATIONCO~D 3 Lwnp Swn Removal of Structures and Obstructions Lwnp Swn ..:I5"CO .a:; 4 6,000 L.F. Removing Temporary Pavement at .tV4 .::2-'/O.CO Marking per L.F, GRADING 5 2,363 C,Y, Roadway Excavation Including at 6 .c:o /-'/, 17fl' ea:; Haul perC,y, 6 116 C.Y, Embankment Compaction at c:z ..a::? .;232.CO perC,Y. STORM SEWER 7 12 Each Catch Basin Type I at t:P?S ~ 31 CO .ex.. per Each 8 2 Each Adjust Catch Basin at /5"0.= _3 =, ..:x> per Each 9 16 Each Catch Basin Type 2 48 In. Diam. at /.,.?.;.?,Sic/t..1 ,.;< I, ::lac).CO per Each 10 1879 L.F, Testing Stonn Sewer Pipe at <<6v 1B'7 e,Q,) perL,F. ...... i, ) ,J' / \ \ I- 0 o . SHOW PRICE PER UNlT IN FIGURES ONLY, FIGURES WRllIEN TO TIm RIGHT OF TIlE DOT (DECIMAL) IN nIE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. APPl.ICABLE WASHINGTON STATE SALES TAX IS TO BE INCLUDED IN DID ITEM PRICE. , , CR09.5J Chlmocum Rood Impruvlmlnrs 2 "....., " I -2"-A~,2{~~~"~:';~~~'A.'~;.~f~ .... M' -1IIiMIf -- - o "\ o , 'i'j .~ 9 ,- .. " " c Z <(~ :X:z I-w a::::E ~=> -'u uO wC enW w:X: ..JI- enu.. -0 :E~ ~::; LL< en=> _0 :X:w I-:x: ZI- ~~ w ::::s- ::l Ul o 0_ Ww F~ !!:b z wen u- i= j!;; 0' z ~ " ITEM PLAN IlEM DESCRIPTION PRICE PER TOTAL NO. QUANTITY UNIT AMOUNT DOLLARS. DOLLARS STORM SEWER CONTINUED 11 324L.F. Plain Concrete Stann Sewer Pipe at /.:S' ..:2S 494/ ea; 12 In. Diam. per L.F. 12 1463 L,F, Plain Concrete Stonn Sewer Pipe at ",::?CoSO .29, q'i I oso 18 In, Diam. per L.F. 13 92L.F. Plain Concrete Stonn Sewer Pipe at cooP"'; o.oS' ..2;.:'</::2.. 060 24 In. Diam. per L.F. 14 7 Each Connecting To Existing Drainage at 3.5Z' -.:::x;' ..:?, "/50 ~ Structure per Each SURFACING 15 3,810 Ton Gravel Base at ~ ..sv ~'1176S"-a; per Ton 16 1,257 Ton Crushed Surfacing Top Course at / :2. oa::.) /.5; t:J3 J/ occ. per Ton LIQUID ASPHALT 17 5.3 Ton Asphalt for Tack Coat at .;2SC-,.Cl!.... /,.f3::?'::'-oCJ:::.; per Ton "-:- \...;.. , ,t Iii'; \. \_.". \ o o · SHOW PRICE PER UNIT IN FIGURES ONl.V. FIGURES WRJ1TEN TO nm RIGHT OF TIm DOT (DECIMAL) IN nm PRICE PER UNIT COL,UMN SHALL BE INTERPRETED AS CENTS. APPLICABLE WASHINGTON STATE SALES TAX IS TO BE INCLUDED IN BID rroM PRICE, t:). CR09$J Chlmacllm Road l",prQllltm,nts 3 -- ~~ ...,,- J!IPlRUlll"__~ _- -- .....~...... i -,-- ---. o o J , I .~ ., "'- .. ., ( c) z < . :r;1- I-rD a:::!; ;5=> -'u uO (flO (flW w:X: -'I- (flu.. -0 ~~ ~~! (fl =>1 _01 :X:w I-:z: ~~I ww ~~ g~l' Ww :I:u I-j:: !!:~I III en.1 u- i= :x: , 01:" Z\ ITEM NO. PLAN QUANTITY ITEM DESCRIPTION PRICE PER UNIT DOLLARS" TOTAL AMOUNT DOLLARS CEMENT CONCRETE PAVEMENT 18 536 S,Y, Cement Concrete Approach 3 Day at 39 .~ .,,<7<0 91J .a:;. perS,y. ASPHALT CONCRETE PAVEMENT 19 1,240 Ton Asphalt Concrete For Preleveling at .3 s.a> ~4 -';/a)~1 Class B per Ton 20 2,840 Ton Asphalt Concrete Pavement at ..3 C) .c.o gs;.;;}QQ .a::::: Class B per Ton Asphalt Concrete Approach at '0 .0::> 76b~ Class B per Ton EROSION CONTROL AND ! ..... PLANTING 22 0.6 Acre Seeding, Fertilizing, and Mulching at /~.~ 6co per Acre 23 $1,000.00 Est. Temporary Water Pollution I Erosion Control \~, Estimated $1,000.00 TRAFFIC . i. 24 2,633 L,F. Cement Concrete Barrier Curb and Gutter at if .8,;> .:2S;9,~ec6 perL.F. J ,/' . . '.' C \, r' o · SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRIT1'EN TO THE RIGHT OF nm DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. APPLICABLE W ASHINOTON STATE SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE. ,.J CR09SJ ChlmtlcufI' RCllJIllmp'DVllmcIIls 4 I...\,'.....~".,"" ; .<~'->';.,I.,." .!:,(,:,'.<,;,~~I","f;F';:~{!~l ;t.,rt,/.i ji' ~~ '~'!~'.i~i"'"\"":,,:'j::"'J/,,'{""r''(N!:,:t!~ [j - ,- Z <..: :X:z I-w a:::E ~=' -'u uO (flO cnW w:X: -'I- enu.. -0 ~~ ~::; LL<( ~a :X:w I-:x: ZI- ~:= Ww :::E- =' u o C_ Ww :X:U 1-- !!:b Z wrJ) u- i= :x: , o t-;t Z <; l.i I j / -- I ____--.-:z::I.i!MaIII1 -~- - --~- m.Ir.:- ~ -,--- -- . I --a ~ o o .~ ~ III ., C (i I IlEM PLAN ITEM DESCRIPTION PRICE PER TOTAL NO. QUANTITY UNIT AMOUNT DOLLARS. DOLLARS TRAFFIC CONTINUED Extruded Cement Concrete Curb at .....:2..~5 "/9Sec.O per L.F. 26 248 L.F. Mountable Asphalt Concrete Curb at / ..52) ..3?.::L 0 a;, per L.F. 27 9,910 L,F. Paint Stripe at 00<7 791 o'Jo per L.F. "\ 30 44 Each Flexible Guide Posts at .::<S- 0 ex; /, fa:::; ~J per Each 31 16 Each Plastic Traffic Arrow at ..3 ..Q) ~.:? oCCJ per Each 32 0.39 Hund, Raised Pavement Marker Type 1 at /~I.a.> ~.2 0 II) per Hund, 33 0.77 Hund, Raised Pavement Marker Type' 2 at .;2 7<=:i oa:;. ~o7 .9,:./ per Hund, 34 13,000 L,F. Temporary Pavement Marking at 0/0 13C oC~ per L,F, I..... ~-_. '. ) .1-'. /' ,.,. -\ \"'~ o 'I- 0 · SHOW PRICE PER. UNIT IN FIGURES ONLY, FIGURES WRITTEN TO TIlE RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTBRPRETED AS CENTS, APPLlCABLU WASHINGTON STATE SALES TAX IS TO BE INCLUDED IN DID ITEM PRICE. CR09SJ ClIJ/ltQcum Road l/ltprovc/ltIJIlIS 5 yo ,- -; T - ---- ---~....- -- ---_.'-- --~~.... - o ,- o \ -1 lIB " /, f o () z : :2 ....:. I-ffi a:::!: jia do (fl0 ffi~ -'I- (flu.. -0 !:i!~ ~::; LL< !!!5 :X:w I-:x: ZI- ;:0 zl- ww ,,- ::l g~ 0_ Ww :X:u :;: i=, -::~l ~~ i= ~: 0," z \ 'j " ITEM PLAN ITEM DESCRIPTION PRICE PER TOTAL NO. QUANTITY UNIT AMOUNT DOLLARS" DOLLARS TRAFFIC CONTINUED 3S Lump Sum Permanent Signing Lump Sum 6; tZ-'O ~.o 36 Lump Sum Channelization Devices Lump Sum //~CL)e.('.o 37 80 Hour Contractor Piloted Traffic Control at .:n .a' .2.::z"-l,-, eCV per Hour 38 70 Day Traffic Control Supervisor at ..:2 C1C).co /-.( ~ ea:; per Day 39 1,000 Hour Traffic Control Labor at .::;.s- ~ .,25'2 per Hour 40 196 S,F. Construction Signs Class A at ~ .so / .::? ?4 eLl;) per S.F, OTHER ITEMS 41 1,612 C,Y. Structure Excavation Class B at g -u' /..:?, 3'j~ eQ:) Inc!. Haul perC,Y. 42 8,592 S.F. Shoring or Extra Excavation at .~"Z1 ~.:<9~ ~ Class B per S.F, 43 149 C.Y. Gravel BllCkfill For Pipe Bedding at /.0 .a:::. /;. ~ 90 ea? per C.Y. '..... '. i" ,) ."., . A ~ '1' 0 \. \'- . .J o · SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRI1TEN TO 1lIE RlOHT OF THE DOT (DECIMAL) IN mE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS, APPLICABLE W ASHINOTON ST A l'E SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE. CR09SJ Chlmacum Road ImprOVllmtmll 6 ! ! i~l ,...1 --Il~ ",-.--:-' .--.I~- -- ~- -IHIII-- ....-- ........ -- -'l- ------- ~ o o , i J .~ '-; ,-- .. ., c () Z <. :x:!z I-w a::::E ~:::l -'u ~8\ cnW w:x: -'I- enu.. -0 :E~ ~~ u.:::l ~o :x:w I-:z: ZI- ~~ ww :::E- ::l gilt Oc ww :x:u t;:i= _0 Z wen u- i= 2:; 0'7 Z ~\ ITEM PLAN ITEM DESCRIPTION PRICE PER TOTAL NO. QUANTITY UNIT AMOUNT DOLLARS. DOLLARS OTHER ITEMS CONTINUED 44 51 Mgal, Water at /.5 -=, 7~eco per Mgal. 45 0.1 C,Y. Cone. Class 3000 at ./.acO~' /190 eQ"; per C.Y. 46 9 Each Monument Case and Cover at ~.;5Z.'eCV ..::2 ;z.S-O -e.D per Each Cement Concrete Sidewalk at ..2 -co /3;~::.(;;. -co per S,Y. Remove and Reset Monument, at ":<5".0 -cZ..J ~~ Case and Cover per Each 49 $1,000,00 Est, Roadside Cleanup Estimated $1,000-00 50 Lump Sum 'Trimming and Cleanup Lump Sum .:2~OO _eL) Cement Concrete Sidewalk End at /8 eQ:.) .,S""O.L _aJ Ramp per S,Y. Poly Root Barrier at 02.~' /~ -a.:> per S,Y. I..... CD i. ) ,,--,.~. .1 J I' 0 " "'~ \ o · SHOW PRlCE PER UNIT IN FIGURES ONLY, FIGURES WRlTI'EN TO THE RlGHT OF 1'HE DOT (DECIMAL) IN mE PRlCE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. APPLICABLE WAS!-tINGTON STATE SALES TAX IS TO BE INCLUDED IN DID ITEM PRlCE, d .;' ,~:~',"'-,~.i:",...,,;>"\,~/:<,,:\.: . (, . '''," "1Il.~ CR09SJ Chlnlacum Raad ImprOVlm,nts 7 ,''.. iD .- "'f -'---1lIJ ~ .-a. ~~-- g~ _11II; -. o o / ' 1 ~ - BIll " ,"" o C) Z I <. :z:~ I-w a:;::E i'fi::l -'u uO enO enW w:X: -'I- enI.L. -0 ~~ ~::; u..< ~a :X:w I-:x: ZI- ~~ ww :::E- :::l U 8t:: Ww FU !:!::13 Z wen u- f: j!;: ~ \. ITEM PLAN ITEM DESCRIPTION' PRICE PER TOTAL NO. QUANTITY UNIT AMOUNT DOLLARS. DOLLARS OTHER ITEMS CONTINUED Ornamental Red Rock at ....:52J ea::.> ,//?:5 ItQ? pcrC.Y. Reimbursement For Third Party Damages Estimated SI-00 TOTAL - SCHEDULE A ROAD IMPROVEMENTS S1sJ!aJel. I..... '-' " i. ',:.'.1.' ';1 "J'.<I <. ','\ " ',' ...... \'~\ ' o 'f., · SHOW PRICE PER UNIT IN FIGURES ONLY, FIGURES WRJ1TEN 1'0 nm RIGHT OF 'mE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. APPLICABLE WASHINGTON STATE SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE, CR09JJ ChlmaclIm Road ImprD""mllflll II , / ,;-/: ptI.........-- ~l -YT- IlIlI ,- .~-- 1 - -~rr""-~~'- - ---- - -n --~_n_-5 o """'''''''''''' o .~ \.l; .. " C C\ Z l <. SCHEDULE B - WATERLINE :x:1z I-w a:::i; <::l ITEM PLAN ITEM DESCRIPTION PRICE PER TOTAL Wu -'0 NO. QUANTITY UNIT AMOUNT Uo ~~ DOLLARS. DOLLARS ~I- enLL -0 PREPARATION :E~ ~::; Lump sum Mobilization u..< ~a Lump Sum .5"ooo.,a: :X:w I-:x: ZI- ~~ WATER LINES ww :::E- ::l 390C.Y. Bank RWl Gravel For Trench U 2 at '0 . (10 8t:: Backfill per C.Y. ;: <J(l " .04 Ww i!=!::! ~b 3 3350 S.F. Shoring or Extra Excavation at .1 ~17.2. oS'C z per S.F. wen u- -:x:' 13":7' 4 I Each Gate Valve 4 In. at :1'lS' . 0--' .?'lS' ~"" Z \ per Each 5 2 Each Gate Valve 6 In. at 'IICl ."" ~ I> . OD per Each Gate Valve 8 In, at e>,r" . .... /, 0 to .00 per Each Gate v81ve lOin. at 7S''' . ".' $, .2.$'" . dO per Each . 8 Comb. Air Releasel at /, Slv . S'C .::1,7<69 .(11) Air Vacuum Valve Assembly 2 In, per Each 9 4 Each Hydrant Assembly at 1,.7.r? . tIt' 5; 'I'.J.I . (II) per Each '..... i. ,) .oF' f 01 i. r' o . '. 0 j '0 · SHOW PRICE PER UNIT IN FIOURES ONLY, FIOURES WRITTEN TO THE RlOHT OF TIlE DOT (DECIMAL) IN nIB PRICE PER UNIT COLUMN SHAI.L BE INTERPRETED AS CENTS. APPLICABLE WASHINOTON STATE SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE, CROPSJ Chlmacum Road Improwm6nll 9 -- v--- - ~.~ ~ !MI.l ~ o o ( -~ 9 - .. ., v.i ,'" ('.' '; ,.,.; (~' ) Z <' :x:1z I-w a:::E ~::l -'u uO enC enW w:X: -'I- enLL -0 ~~ ~::; u..< ~a :X:w I-:x: ZI- ~~ w :IE ::l U o c Ww :x:u I-F !:!::o z wen u- F:X:, 0"" Z" ITEM PLAN ITEM DESCRIPTION PRICE PER TOTAL NO. QUANTITY UNIT AMOUNT DOLLARS. DOLLARS WATER LINES CONTINUED 10 1 Each Removing Existing Hydrant at $/:'0' . t'..... St.>o . DO per Each 11 2 Each Reconnecting Existing Hydrant at 7$'() . "" ~5t.>" . DO per Each 12 19 Each Service Connection 1 In. Diam. at .yo t.> . tI."' 7. 111" . 'Ii' per Each 13 1 Each Service Connection I 1/2 In. Diam, at .y7~ .4' V7~ . 4" per Each 14 9SL,F. Ductile Iron Pipe for Water Main at /1' . oS" ~ 7.r7 .s" 6 In. Diam, perL.F. IS 63L,F. Ductile Iron Pipe for Water Main at .:zo . Pc /, ,j'/I> .74 8 In. Diam. per L,F. 16 1992 L.F. Ductile Iron Pipe for Water Main at .:t.:1... . I.)S' *'.1, ~.:1.~ · ~I.) 10 In, Diam. per L,F. 17 Lump sum ConDllCtion Detail I Piping ~vJ..S" · (It!) Lump Sum 18 Lump sum Connection Detail 7 Piping j',I.)90 . (I" Lump Sum I..... \-.. ;" <<>> Y',,'S' o ,. \~~t' · SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRI'ITEN TO nIB RIOHT OF nm DOT (DECIMAL) IN nm PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS. APPLICABLE WASHINGTON STATE SALES TAX IS TO BE INCLUDED IN BID ITEM PRICE, CR09jJ Chlmacum Road ImprDlllmenl1 10 ~ --~'V.- 1'''', .....w___ .111I: L -, - ....... ::-;-,. -t_Il[ - 0, -- o - \ ~ 10.; .. " , .' C~: :j< (), Z <. :x:!Z 1-"" a::! ;::j::l -,u uO eno enW w:x: -'I- enLL -0 ~~ ~::; u..< ~a :x:"" 1-% ZI- ~~ ww :::E- ::l U o 0- Ww :X:U I-f: !:!:o z wen u- f: ~I 0, Z\ ITEM PLAN ITEM DESCRIPTION PRICE PER TOTAL NO. QUANTITY UNIT AMOUNT DOLLARS- DOLLARS SURFACING 19 41 Ton Gravel Base at /c .0& '" / t> .IJ() per Ton 20 20 Ton Crushed Swfacing Top Comse at /5 . ",,1 .;,,~ .<< per Ton ASPHALT CONCRETE PAVEMENT 21 100 Ton Asphalt Concrete Pavement at $'e> . "1> 6; (Jf) () . ()11 Class B per Ton ,..) . , TRAFFIC 22 Lump Sum Channelization Devices Lump Sum ~S"60 .~ 23 32 Hour Contractor Piloted Traffic Control at ~c .0-:> /; .2~ " .~ per Hour 24 16 Day Traffic Control Supervisor at ,;> e> I' . tiC f$ pt)O ./)!J per Day 2S 280 Hour Traffic Control Labor at .<oS' .et:> 7, ()tJ I) .()~ per Hour , ...... \_. , '- r~\ Q · SHOW PRICE PER UNIT IN FIGURES ONLY, FlOIJRES WRJ'MBN TO TIlP.IUOHT OF 11IE DOT (DECIMAL) IN mB PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS, A.PPLICABLE W ASHlNOTON STATE SAUlS 'r AX IS TO BE INCLUDED n~ BID ITEM PRICE. CR0933 ChlmaclIm Road /mprOWlmlllll II -.:-...-.,.-.-~~ .-"iJ!: _'~f- - ---,-- - - o - o ~""'" . 'i . .;.; l.:; .. " Z <" :x:!z I-w a:::!: ~::l -,U uO enO enW W:X:1 -'I- enLL -0 ~~ ~::; u..ot ~a :Z:w I-:x: ZI- ;:0 Zl- WW, :;;- ~~1 FS:! !:b Z wen ~~," ~\ TOTAL SCHEDULE A + TOTAL SCnDULE B... CONTRACf TOTAL SS74:<6se-k,- '..... '-" · SHOW PRICE PER UNIT IN FIGURES ONLY, FIGURES WRJ1TEN TO THE RIGHT OF THE DOT (DECIMAL) IN 'IRE PRICE PER UNIT COLUMN SHALL BE INTERPRllTED AS CENTS. APPLICABLE W ASHINOTON STATE SALES TAX IS TO BE INCLUDED IN DID ITEM PRICE, CR09SJ ChlmfJcum Road Improvcm,nll 12 ~ - " -, "11- -1 ,.- -- -~- -- -~~ v-- ~ o o 1 ",,1 .~ - III " n () Z c(t-= :x:z I-w a:~ ~::l ....u uO enO enW w:Z: -'I- enu.. -0 :E~ ~:::; ....< ~5 :x:w I-:z: ZI- ~g ww ::IE- ::l U o ~;:;:;I :x:u 1-- u. 1-1 _0 Z wenl u- -:x:' I- I-i ~ ;: '\ Certification for Federal.Ald Contracts The prospective participant certlflell. by clanlnu and submitting this bid or propo.... to the b..t of hi. 011' hilII' llmowlGdgo and belief. thet: (1) No Federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of , Congress, an officer or employee of Congress, or an employee of a Member of Congress in connection with the awarding of any Federal contract, the making of any Federal grant, the making of any Faderalloan, the entering Into of any cooperative agreement, and the extension, continuation, renewal, amendment, or modification of any Federal contract, grant, loan, or cooperative agreement. (2) If any funds other than Federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any Federal agency, a Member of Congress, an officer or employee 01 Congress, or an employee of 8 Member of Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the undersigned shall complete and submit Standard Form-LLL, .Disclosure Form to Report Lobbying: in accordance, with its instructions. This certification is 8 material representation of fact upon which reliance was placed when this transaction was made or entered Into. ~ubmisslon of this certification Is A nre(en.uJ..c;ita for making or eOlerlnQ into this transal"llign imposed by Section 1352, Title 31, U.S, Code. Any person who fails to file the required certification shall be subject to 8 civil penalty of not less than $10,000 and not more thsn $100,000 for each such failure, I ...... '-' Tha nrosoectlve pll!1Jclpant also agreAs by submitllng his or her bid....or proposal that he or she shall require that the language of this certlflcatloD-b.e Included In all lower tl~r subcontract~which exceed $100,000 end thet ell such subreclpients shall certify and disclose accordingly. i.. ) ... " '. 0 \ r-,t o DOT 272.040 4.DO 13 ~~!l r-..,.......-V'~------.. _ - -1lIRl~~----- bRl -- - - J ! j o. o /' ~ .. " , ~J 'J \ (,. ...",:1 () z ~. I-ffi a:::IE ~:;) -,U UO enO enw w:X: -'I- enu.. -0 ~~ ~::; u..< ~S :X:w I-:x: ZI- i=O Zl- ww ::IE=-: g~ 01::1 Ww :X:u 1-- !:!:b Z wen u- i= 8' 0., 2,\ CONTRACI'OR'S DECLARATION OF OPTION FOR MANAGEMENT OF STATUTORY RETAINED PERCENTAGE A. I hereby elect to have the retained percentage of this contract held in a fund by the Owner Witil (30) days following final acceptance of the work. Date Signed B. I hereby elect to have the Owner deposit the retained percentage of this contract in an interest bearing account, not subject to withdrawal until after final acceptance of the work. Date Signed C. I hereby elect to have the Owner invest as such ret!lined ~ e es. .s..e~7...o.t.4uL_ I hereby designate escrow of said fWids, e of this contract from time to time the repository for the I hereby further agree to be fully respon.~ible 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, ;~ Date{;lo! /~ Iq;S- ,-- , 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. i.~ "" ~.. ' \-.~ CD CR09J3 Chlmacum Road ImprDVllm.llIs 14 T ~\~ ~...=f :X:z I-w a::::IE <::l wu -'0 Uc ~w, w:X:1 -'I- lIlLL -0 ~~ ~::; u..< ~a :Z:w I-:x: ZI- ~~ WW :::E- => U 8t;: Ww :Z:u ~g Z wen u- -:x:' 6~' z'\. . . ,...J ... .....~ lI'l~'''''''' ~.ty~....~ -11 -'-- _~Il~1piIiIIilJN "~~ilI~: H::!I!iI~I~.I!!it' -- - o 1 -~ ~ o .. . , c c NON.cOLLUSION DECLARATION '., by signing the proposal, hereby declare, under penalty of perjury under the laws of the United States that the fOllowing atatements .re true and correct: 1. That the undersigned person(s), firm, association or corporation has (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 c,onnection with the project for which this proposal is submitted. 2. That by signing the signature page of this proposal, a am deemed to have signed and haYO agreed to the provisions of this declaration. , NOTICE TO ALL BIDDERS To report bid rigging activities call: ...... 1-800-424.9071 The U.S. Department of Transportation (USDOT) operates the above toll-free .hotline' Monday through Friday, 8:00 a,m. to 5:00 p,m., eastern time, Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the 'hotline' to report such activities. The 'hotline' Is part of USDOT's continuing effort to Identify and Investigate highway construction contract fraud and abuse and Is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. " ) ,f' / '. 0 -""': \ o 1,-'- OOH...",.oJ6H -.- ill..J' " >:, , 1, IJI.- --~~ 1 17- ~ fHIIIi-- UIIi..... ,,-' ~-- - - _I... - 1!I:i"--~ 1iI._______ .- ----- o c~..d!a o -~ 9 .. "' c c Z " < 'I Fffill a::::E <;:) Wu -'0 Uo ~w\ w:x: -'I- enLL -0 ~~ ~::; u..< ~a :x:w I-:x: ZI- ;:0 zl- ww :::E- ;:) ~cc: 0_ Ww :x:u t;:i= _0 Z WCI) u- -:x: I- 1-:' 0, Z\ PROPOSAL - CONTINUED A proposal guaranty in an amoWlt oHive percent (5%) of the total bid, based upon the approximated estimate of quantities at the above prices and in the form as indicated below, is attached hereto: CASH IN THE AMOUNT OF CASIDER'S CHECK DOLLARS CERTIFIED CHECK ($ ) PAYABLE TO THE COUNTY TREASURER PROPOSAL BOND xx IN THE AMOUNT OF 5% OF THE BID .Receipt is hereby acknowledged of addendum(s) noes) ~_ &_ ~~) Richard N. Christopherson, Pres. FIRMNAME ACE PAVING CO., INC. ') , /,\ Bremerton, WA ~lu12 " '-~ (ADDRESS) P.O. Box 4100, STATE NUMBER OF WASHINGTON CONTRACTOR'S ACEPA**275K5 FEDERAL IDNO. I..LL1J 0 Is 16 19 I.2..J..Q..J...1J LICENSE . Note: (I) This proposal is not transferable and any alteration of the finn's name entered hereon without prior pennission from the COWlty Commissioners will be cause for considering the proposal irTegular and subsequent rejection of the bid. (2) Please refer to Section ].02,6 of the Standard Specifications, re: "Preparation of Proposal," or "Article 4" of the Instructions to Bidders of building con.crtructionjobs. (3) Should it be necessary to modify this proposal either in writing or by electronic means, please make reference to the following proposal number in your communication '- ) ~, " I' 0 \~ \~ . o ~ CR09JJ Chlmacum Road ImpNNl!mlmls 16 .' .1>;(.; t-\ , ;,:,1,:: ,,:'.~:;,',:~~7~:~:!;6;:r~';:2;;;~~;,::,r ':"f:,;, , ::~~:\j" ~ [J ~l2t~~~'h~'~'~~MJd~~ oil ...~ ,..... ~m--r-IJlIW~~~.V"IJ. .~-~~_MW--,.. --.-- ." ._ .~f!iIIgjj... .-:::.-........~- n -----..... /::',.;,h: ., ~",-.,:, '. ~ ,i ': 'i':' : ::'1 ~ ;" """.;\-. ','''''. - o .,/ ~ ( -'1 ~ IRA " , ~, (, .."",'''!- () t $ ,\ -~l 1-"" a::::E ~::l dg enO en"" w:X: -'I- enLL -0 :E~ ~::; u..~ ~O :X:w I-:x: ZI- ~~ Ww :::E~ ::> u o 0_ ww :x: ~) ti= _0 z wen ~ :t~-.. o " z ' SUBMIT THE ENCLOSED PROPOSAL BOND FORM WITII YOUR PROPOSAL. USE OF OTHER FORMS MAY SUBJECT YOUR BID TO REJECTION. NOTE: Use of other forms may limit the bond below an amount equal to five pereen't of the bid total. ~.... .. , CR0953 Chlmacum Road Impruv.mtml., 17 ,. 1'- <a;~ Z < " :x:1- I-ffi a::::E ~:::l -'u uO enC enW w:X: -'I- enLL -0 ~~ ~::; u..< ~a :X:w I-:x: ZI- ~~ ww ~~ 8~11 Ww :x:u 1-- !!:13 Z W(/) u- j:: i=> o ' Z\ . . 'J - . - 1IIl'ilIL.,- -"""'-""'-''L- -- W' ----------~.jIIIi -111I'11II -- -- ---"'II -T" - - ~_.. o o , -"l \, .. ( c' PROPOSAL BOND KNOW ALL MEN BY THESE PRESENTS, That we, ACE PAVING CD. , INC. of BREMER'lON, WA as principal, and the AMERICAN INSURANCE CXMPANY a corporation duly organized under the laws of the state of NEBRASKA , and authorized to do business in the State of Washington, as surety, are held and firmly bound unto the State of Washington in the full and penal sum of five (5) percent of the total amount of the bid proposal of said principal for the work hereinafter described, for the payment of which, well and truly to be made, we bind our heirs, executors, administrators and assigns, and successors and assigns, firmly by these presents, The condition of this bond is such, that whereas the principal herein is herewith submitting his or its sealed proposal for the following highway construction, to wit: CHIMACUM ROAD IMPROVEMENT. CR 0953 /......... 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 and shall furnish bond as required by the Department of Transportation within a period of twenty (20) days from and after said award, 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, i, ) IN TESTIMONY WHEREOF, The principal and surety have caused these presents toibe signed and sealed this 7 August . , "- ) ",,1' -, >" \ -,' \ I' 0 o THE AMERICAN INSUAANCE CXMPANY (sur.,v) Dor Form I7H'OI . 'R.vltld I,.. ~[1 ,I, - ,,'');(1, (;1.,l'I,~'1 :',," 'YZ""Fl~I",'I.f,~..1','",,'.J,.I,"'f:.h""l'~"";1", "~:c\'""'.'t",;,,:,,,,"~J,',,<,,-,,""~1-.,, <.',> ,"';0'<, ,~:.,I.!,.'i~,".;,f>.",o'A.,.!.;::..''''',''' ,...( ,........... ~ ,- :z:1- I-ffi a::!; ~::::> -,u uO enO enW w:X: -'I- enu.. -0 ~~ ~::; u..<, ~al :Z:wl ~FI -0' !z 1-1 ww :! ~, a~ g~1" Ww :x:u t;:~ _0 z WCI) u- ~ F,'~ 0' Z\ . . ......' o o -~ "i .. " m:NERAL POWER OF AlTORNEY c (i THE AMERICAN INSURANCE COMPANY KNOW ALL MEN BY THESE PRESENTS: That THE AMERICAN INSURANCE COMPANY, a Corporation incorporated under the laws of the State of New Jersey on February 20, 1846. and redomesticated to the State of Nebraska on June I, 1990. and having its principal office in the City of Omaha, State of Nebraska. has made. constituted and appointed, and does by these presents make. constitute and appoint CARL M. LOVSTED, JEFFREY L. STEWART and CARL M. LOVSTED, III, jointly or severally SEATTLE WA ~~~~~~~~~~:~=IT:~~:J:~:ho~U~~~;V~~~~~u~~:~~~::r:~~~~~e~'1i~~~ram~~~a~:~~~~~:t~:x.:u~:~.:.~~~.:':~~e~~~~~::~ and to bind the Corporation thereby as fully and to the same extent as if luch bonds were signed by the President, sealed with the corporate seal or the Corporation and duly attested by its Secretary, hereby ratifying and confirming all that the said Altorney(s}-in.Fact may do in the premises. . This power or attorney is gnmted pursuant to Article VII, Sections 45 and 46 of By-laws of THE AMERICAN INSURANCE COMPANY now in full force and errect. H Article VB. AppolllllDtdt ami AUlborll~ of Rnldeal S<<rrtarles, AllonJt7I4D..Fat:t and A_eolS 10 Keept 14aJ PrrH:eSS aad M.1le AppeanlJca. Secdoa 45. AppollllIZJtll'. De a.alrma.. of tile Bolin! of Dll't'C'Con, Oae PrnfdeDt, aay Vift..Pmldeat or aay otber penoa authorized by tbe Board of Dln:dOrtl, the Qalrmaa of the Board of Dlrecton, the Presldelll or auy VIef..Presldeat IlaA)'. from thD! to time, appoint Resldeat AnlsCaat Secretaries aad Attome,...lu-Fact to I"tprneat aad act for aad OD bebalf or the COrponUoD..... Aaen'5 to a<<ept 1.1 process .ad make appetraDteI for aad OD behalf of the Corpol'lltJOD. SectJOD 46. AutlJollty. Tbe authority of latb ResldtDt AIIlstant Sea-etarlet, Attomeya.ln.Fact Ind ACtD" l"aU be .. prescribed la Oae Jastrumtat evldeatlul their appolDtmeat. ADY 8uch appoiatmeDt .ad alllutllorltJ CraDted thereby m~)' be revoked at .ay dme by tbe 80al':l of Dlrec:ton or b)' .0)' penon empowered to make lath appolatmeal:' . ~:J"'M;J~~ ~~gM~~ m~~I~<,;l;:l~':l6el~eo~~~eorl'l. ~~h:1 r;>.ll~,'1~:l=:i~nR~~r~~~~t~~:.o::n ~~:r~~ ~:~~~ERICAN "RESOLVED, that the lisnature of .ny Viee.President. Assistant Secretary. Ilnd Resident Assistant Secretary of this Corporation, and the seal of this Corporation may be affixed or printed on any power of attorney. on any revocation of any power of anorney, or on any eenificale relating thereto. by facsimile. and any power of attorney, any revocation of any power of attorney. or certincate bearing such facsimile Ilsnature or facsimile seal shall be valid and bindIng upon the Corporation:' ..June. , 19-!U..., THE AMERICAN INSURANCE COMPANY , ...... ~~ By Vkat-Pretlcknl } a.. Onthl'~d.yor June ,19~,beroremepersonally..me R, 0, Farnsworlh . 10 me known, who, being by me duly aworn, did depo.. and illY: that he I, VI...Pre.ldent 01 THE AMERICAN INSURANCE COMPANY, the Corporltlon delcribed In .nd which executed the above Inslrument; that he knowl the seal of said Corpor.donj that the leal affixed to the lAId lnstrumentllluch corporate 1Ca1; thai It walla arfb:ed by order of tbe Boord or Directors of laid Corporation .nd that he ,lined hi. name thereto by like order. IN WITNESS WHEREOF,I hive hereunlo let my hind and alf1lled my olnelll...I, the day Ind year herein nr~t Ibove wrluen. STATE OF CALIFORNIA COUNTY OF MARIN ~~) ) .Jo. r' ;, CERTlnCATE } a, STATE OF CALIFORNIA COUNTY OF MARIN '"' \" . o 1,Ihe unde"lgned, Resident Aulllant Secretlr)! olTHE AMERICAN INSURANCE COMPANY, a NEBRASKA Corporltlon, DO HEREBY CERTIFY tbat ~:.r~~~g:I~~"&~~~~r~~f:,r.~~~ ~~:O~~~lir.:~I:::~~' ~~ ~~~~~~:;"~~ r~CY~ ~r.np'~~~~~~;~rt~~~~~~~~~~~r~}~~~'e VII, Section. 4' and 46 olthe Signed Ind .tlled allhe County 01 Marin, Oiled Ihe -2.- cI1y 01 AURUS t . 19.2L.. ~~~~ Il:nidmf Aullltnl s.cnwy o \/' 360711.TA.9,92 - - ............... Z <' :x:1- I-ffi a::::E <:J Wu -'0 uo ~~ ~I- en u. -0 ~~ ~::; u..< ~a J:w I-:x: Zl- ~~ ww ::E- :J U 8t:: Ww :X:U 1-- !:!::bl Z wen u- -:x: b7' Z <" \ .. j ~- - -- -'\rr--r-- IIA'"'"'- ''''_---..........----'-------- "'.]dliI1tJ -~li1.f o o .. " , c e W._III....&III.. - _ De..-_., .........._ DI.{Jvanteged BuslMSS Enterprise Utilization Certlflcallon To be eligible 10. aw.,d oIlhi. mnlrad the bidder must ..__a end albm'. &11 a pIVI oA hlslher propoul, tho foIcNrlng certHicalion "'Iling 10 Dislld..ntaged GUll...... Entaoprisa Nquiremenla. 1hia CI"licslion chalI be....lMd a part crIthe rNlAIi'1l CClIlIrad. Fanura 10 compel.llnd aubmllhls -'ificalion Ct' lIlo inciwion III a bIse oertlfocation ahall be cmnsicl.rltd .. ~ tllaI th& propeI..l. unrasporlslvalo thl invitation'" bid. 1n1wrM/Jr:Jn 011 0MII1MI1hu,. ..Ihbb hm CIIllIWB~ phcnll ,..} 7D<<I". ACE PAVING CO.. INC. eartI'_1hIit . Mililld amlal:I ",llIlhllllDlowlng DiaadvaIUgad Bualna.. Enlarprisa(o) MIme Of BICkW (DBE) lind, 1/ . Ia tha allC08l11fullllcf9r on thIa projM:I, . oMIIllW8Id autIccmlrllda 10 Of ..Inlc auppIy IG-monts with the following DisadvllIIIaged BlIllina.. EllIarprlM(a) .. Indic&tad: (I-..y. lIIIllllIllIIoMI__I). I. KODO CONSTRUCTION INC. D4M0700898 65 967.05 2. 3, 4. 5. 6. 7. 8. g. 10. Dlsadvantagad Buslna.. Enterprise Subcontracting Gaal: 57.026.00 DOE ToIIIt . 65.967.05 · Thl. dll, will I>> uud 10 .,.rmlne wNfller or 110/ IhI blddar hu mal file gocI or file ~ f1D'" 1IfW/'IIfIId of III bIdd.,.. DOT~ 19 .~/1.~I~';;~:':,~:\':":_~',;;?~::~}5;~~/\:~:i},:.:;:\~l;.,.,;,. ,_ ,I",~, 1IIllI..I ~~'" ,.',"., "', -F...,._-~_... --~ ---1 ,.~ -~ 'i 'J ::..... i. ,.) /' .~ 0 \'\ o III =- Z < . :x:1- I-ffi a::::E <::l Wu -'0 Uo enw ~i!= enu.. -0 :E~ ~::; LL< !aa :X:w I-:x: ZI- ~~I :::E - ~ ::> U o 0_ Ww :X:U 1-- !!::5 :z wen u- i= j!;, 0,,' Z ~ r . '0) o o \. .1 fill " () () Subcontractor List To be SubmltWd wUh the Bid PrOposal Subcontractor Name Categories or Work Subcontractor Name Categories of Work Subcontractor Name Categories of Work Subcontractor Name Categories 01 Work '..... Subcontractor Name Categories 01 Work ~"-~ Subcontractor Name Categories of Work i. Subcontractor Name Categories 01 Work ) ,/ '. 0 r'" o OOT_I'I'.o" -. '- Z < ' :x:1- I-fS a:::!: ;5:::l -'u uO (flC cnW w:x: -'I- cnu.. -0 ~~ ~::; u.< laa :x:w I-:x: ZI- -0 ~I- ww :::E- :::l U o O_ w.., i!=!::l !:!:b z wen u- -:x:, I- ?' ~ \ .' I I J I o o ~, -~ 'i III ., c ~ ..' c' . ..... ~ Washlngton.... 'IfT/I Department o'l Tr-.ortatlon Subcontractor List ,.,..".tWJ In COmp/III,," with Ch/lPter 378 Lllw$ of 1993 To be Submitted with the Bid Proposal CHIMACUM ROAD IMPROVEMENTS Project Name Subcontractors that are proposed 10 perform categories of work exceeding 10 percent 01 the contract price must be listed below. The categories 01 work are to be listed below the subcontractor's name. If no subcontractor fits this criteria, enter "none proposed." Subcontractor Name Kodo Cons true t ion Ine. Categories 01 Work r.nn~..~"" T....m.. Subcontractor Nsn:'8 Categories of Work. Subcontractor Name Categories of Work '\ ...... Subcontractor Name Categories of Work Subcontractor Name Categories 01 Work i. Subcontractor Name Categories of Work .) "", /' 'I- 0 \. \... o DO"_ltl.t~ -... 21 .--v- - - !!I...- --_.- - - - -- -, ~- - ~- ~ o :l'..f:t,~:.;..~;,s o " .~ u .. " c ( " Z <C ' :x:1- 1-1'5 a::::E <::> Wu -'0 Uo ~~ ~I- en u.. -0 ~~ <- a:-' LL:5 !!loi i!=~' ;?; 1-, !z ~i W Wl :::i;- ::lC\ Uct'.' g21' Ww :x:u 1-- !:!: 13i z. .. I wen' ~ :i:! 0""'" z \, CONTRACI' JEFFERSON COUNTY, WASIUNGTON TInS AG}U:EMENT, made and entered into this -----2- day of AUGUS'f .1995, 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 ACE PAVING co., INC. of RRFMPll'mN WII hereinafter called the Contractor. WI1NESSE1H: That in consideration of the tenns 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: , Chimacum Road Improvements CR0953 M P 006 to M P 041 "- 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 alteration in or addition to the work provided in this contract and every part thereof. The Contractor shall provide and be at the expense of all equipment, Vlork and labor of any sort whatsoever that may be required for 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. o II. The County of Jefferson hereby promises and agrees with the Contractor to employ, and does employ the Contractor to funush the goods and equipment described and to furnish the same according to the attached 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 itemi7..ed prices hereto attached, at the time and in the manner and upon the condition provided for in this contract. The County further llgrees to employ the Contractor to perform any alterations in or additions to the work provided {or in this contract that may be ordered and to pay (or the same under the tenns of this contract and the attached specifications, ) ,,I' . .' 0 o CR09Sj Chlmacum Rood Improvement.f 22 F~Z~~_~__~,..~=~._.___.~..1fl ~-q --- - .....-', -- Ct " z < ' :x:!z I-w a::::E ;:5::1 -'u UO (fl~ 13:z: ~:;:I ~Oi ::E~ ~::; ...< ~a :x:w I-:x: ~gl ~~W1 u , 8 I WW1 :x:u' 1-- ~~\ wen u- -:x: I- ..,. o ~, z \, - - .~o. o .. " () CONTRACI' - CONTINUED m. 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 WIlNESS 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. Executed by the Contractorau~ 1</ . 1995 f ~~ SEAL A 1TEST: ct.~~~ CR09$J Chf",acu", Road I",p,awlfl,nts Foregoing Contract A~Ved and Ratified '..( j'-,u::d 2J .1995. ~~~ r."oo By. ~ ' Attorney-in-faCt: ': CARL M. WltSTED III COUNTY OF JEFFERSON BOARD OF CO SS10NE ~ Approved as to fonn this ~ ~~~;S Prosecuting Attorney ~~K~ /:fliP f." It'uector, Dept. of Public Work.q 23 IIIi '\ .~ /..... '-' , y~\" o ~ -- '-''''1 - - ---. - --- - o o , j 1 .~ -- all " ....- , c (I Z <' :x:!z I-w a:::::E <::l Wu -'0 Uo ~~I ~;- enLL -0 ~~ ~::; u..< ~a :Z:w I-:x: ZI- ;::01 zl- WW! :E -'I a~ g t?,1 Ww :X:U 1-- !:!::b\ Z wen u- -:x:. 61-:' z ~ '\ , CONTnACI" BOND BOND #11127258371 JEFFERsON COtlN'l'Y, WASHINGTON KNOW ALL MEN 9-Y 'IHESE PRESENTS: TmR ACE PAVING CO., INC. . of BREMERTON, WA as PrincipaI, IIIId THE AMERICAN INSURANCE 00 . IS SUJety, a'ejointly 81uhevcrally held llDlI FIVE HUNDRED SEVENTY THOUSAND I?ound llDIo the COUN1Y OF .1EFFE:RSON. the peDllI sum of 'IWO HUNDRED SIXTY FIVE AND 45/100 I S DolIars ($ 570,265. 4!\, forthc payment ofwhich 'WCjolntly mW sc:vml.lly bind oun;eJ\I!:S, or~ exJll\UtOl'S, admlDislr'atora, and llsslgns, and S~ m1d assigns, fimdy by these prt:llCDtS. 1'hcl condition of1his bond ill such IIud; WHEREAS, 011 the..2 day of AUGUS:rA.D., 19905, the said ACE PAVING 00 INC. Pzincipal ht:rdn,.1IlXeCUtod a certdn COIIU'/lCt with the County of Jefferson, by 1bc tc:m1', eonditiOIL'l and provisions ofwhlch CUIJtrKt tI1illlllld ACE PAVING 00 INC. . PriDclpaJ hemvi1b, l\IJl'CCI to ftlmish all mIIfuia1s and do txrtaIn work, to-wit: That the said p,jpcipal berm will UDdcrtlllko llIld QO!IIPlc:te the 1OIIowJo& desmbed work: , ...... OlIMACU1 ROAD IMPROVEMENTS CRP0953. '-'" in Jefferson County. WlIlIhingtoll. AI pel' DllpB, ptms and IlJlCClficatlons ~c a part of said COD~ which contract as 110 cxccured, Is hcmmto llUlIlchcd, and is IIJOW refeued to IlDd by this rafe:nmce is I. fncoJporatcd herein lIDd m.edllll part hcreof8l1\d1 for III puxpcncs.. ifbcn: IIC:t forth at lanath. i. j ...' ,/ r:~'~ \, r" o "J CROPSJ ChlM/lcUIOI Rood 1mpr_~nl,1 '. 0 . ./iI: _/;~:"~(>""~'j;.t-.,."., ",' " '" ' , ! '''>4J,'_'.'''''~''-_''':.),.-+,.!,1'''tf!f.l,.j,I''"f^p_,I,.. '-"i'~i"~"f':"'~'_ ,..tili,...-.;;1lf"":.;';' -....-.. ~~~~~~' " 24 Itf -,- . r, ---- ...-- - -. \' o ~.'"...I j~" ~ , 'i - .. ., ... o () ~ of :x: !z i ~wl a: :::E I ~;:)l -,u uO en 01 enW w::l: -' 1-' en ...1 -0, ~~I ~::; u..< ;:) ~Ol :Z:w ~i!=1 ~ :=1 wwl ~~~" Ww :z:u ~- !:!::b z wen u- i= :x:" 07' z " CONl'RACf BOND CONTINUED NOW 1HEREFORE, if the ~ hcnin sImJI tmdr.liIJly IIDd truly ~ 8IId IlilIll'fIy wJlb ... tams. COPC!!tiom tmd provisioDs ofSBId CO!IhCt, in II!J NSpeCb ad BhzIl Tt"eJl ml1nl!y lIIId fuUy do lIlX! pedimn IIl1 mailers md fhiD.8s by lbc aid I'mdpIJ IIIlIlfatakea 110 be pablUed IIIIl!u IlIk! CiOSIlraI:t, IIpOD 1bC tcmIlI pmposeJ daeiu. ... wIIIdn die lime pmcribed tbcre.iD,.1Di IIlIIil_ ~ is aec;epted. and ahaU pay aU Iabarer&, ~ Cl'~ &lid .....-a..hl1CUo aai all pcraom who.-u IUJlpIy SUI:h llOI1tl:tdor 1M ~wltb psovfsIa.ns IIDd aupJJIIes 1I:rr'dle c:tU1yiIIa CIiI of ..m wo:zk, IIIlIII shill in .n rapeds fiIi1:bAtUy pdmD lCd, ccmtrl!ct ~ to law, tbeD t.bIs obIiptioa to be void, Cldlc:nrise to JCmaIn in ful11i:!1w Gad ~ WI'lNESS ClUI" bands 1his 2..- day of AUGUST . 19!J5. A.CE p .~tlG 00 . .1,.,.. 'ffiE .AMERICAN 1N.SUAANCE, . CXMPANY :z " SURETY COMPANY B. __By: (!.P H ';4L. , By; CARL M. LOVSTED III AttIJrIIIeY-m-&ct APPROVED ~OR.VJ!his ~dayaf ~. ,1995, Q (~~\\ PIOl!CC1ltiog Attorney Address Il)fl~ offtCG QIId I&COt oflllJ'ety company: I..... LOVSTED CCl'lPANY :124 'rHIJ!I1 AVE W SEATrLE. WA 98119 \,...,- ( I.. \~ C) CROPSJ CM,"_", RlNlllllfV't_'" ;~\~ 2S - Z i < ., :x:1- I-ffi a::::i: 11i::l -,u UO enC enW I.lJ :x: -'I- enLL -0 ~~ ~::; LL< !a2l :X:w I-:x: ZI- ;::0 ZI- ~~W ::l U ' 8!::, Ww :X:u 1-- !!:b Z wen u- i= F." 0,' Z\ .. . \J ~ o o < ~~ ~ .. " GENERAL POWEll OF ,ATI'OltNEY T(,t; AMERICAN INSURANCE COMPA(,/ KNOW ALL MEN BY THESE PRESENTS: That THE AMERICAN INSURANCE COMPANY, a Corporation incorporated under the laws of the State of New Jersey on February 20, 1846, and redomesticated to the Stateo! Nebraska on June: 1. 1990. and having its principal office in the City of Omaha. State of Nebraska, has made. constituted and appointed, and does by these presents make, constitute and appoint CARL M. LOVSTED, JEFFREY L. STEWART and CARL M. LOVSTED, III, join~ly or severally SEATTLE WA its true and lawful Attomey(s)-in.Fact. with Cull power and authority hereby confened in its name, place and stead, to execute, seal, acknowltdge and deliver any and all bonds, undenakino:. 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 attested by ils S<<retary, hereby ratifying and confirming all tha,t the said Attomey(s}ln~Fact may do in the premises. This power of attorney is granted pursuant to Article VII, Sections 45 and 46 of By~Jaws oCTHE AMERICAN INSURANCE COMPANY now in full force and erreet. "Artlc.1e VUe AppoilJtlll~D' ud Autbori". 01 Rmd~1J1 S<<retarlu, AttotDeys./tJ-Fa~t aDd AlleDU 10 IIccept u,a/ Proce.aDd Make AppanDceJ. SectlOD 45. AppollltlD~lJt. De CbaJrmao of tbe Board of Dlredon, tbe Preside at, aDY Vlce--Presldent or aay otber penon authorized by tbe Board of Dlrecton, tbe Cbllrma.. 01 tbe Board of Dlrecton, tbe PmldeDt 01' aoy Vlce--Prnldeat may, from time to time, appolDt Resident Amstaat Secr~tarles and AUome,.la.Fact to' represcDt and let for and OD beball of the CorponlloD aad Aleao to accept leaa. process lad mike Ippelnaces lor and OD bebal' 01 tbe Corporadoa. SectIon 46. ....uthority. The authority of luch ResldeDt Asslstlnt Secretaries, Attorneys-la-Fact and Alenb sball be IS prescribed In the Instrument evldenelal their appolntll'leat. Aa1IUcb IIppolntmeat lad IU autborlty Inated tbereby may be revoked at aay time by tbe Board 01 Dlrecton or by .u,. penon empowered to .ake JUeb appointment." Rr;J~~~ ~~M~~:~~ m-:I:::.~1;:if:da:~b6e~~eo~~~:rltit ~~~h:r~~I~:19:4~:~~I~~nR~~r~ti~:h~:~~ob::n ~~~~~o~~ i:p~~~~BRICAN "RESOLVED, that the signature of any Vice-President, Assistant Secretary, and Resident Assistant Secretary of this Corporation, and the seal of this Corporation may be affixed or printed on any power of attorney. on any revocation of any power oC attorney. or on any eeniflcnte relating thereto, by facsimile, and any power or attorney. any revocation of any power or Attorney, or cenificate bearing such facsimile sianature or facsimile leal shall be valid and binding upon the Corporallon!' IN WITNESS WHEREOF, THE AMERICAN INSURANCE COMPANY h.. caused these pro.,entsto be slsned by Its Vlce.Presldent, and Its corporate "alia beher.untoalr"'cdthls~dayor Junp ,19~. THE AMERICAN INSURANCE COMPANY ~~ ...... By Vlc>>oPrraJdent } II, COUNTY OF MARIN _00 On this ~ day 01 June , 19.2d...-. beroreme personally came R. D. Farnsworth , to me known, who, belna by me duly sworn, did depose and .ay: that hell Vle..Presldent or THE AMERICAN INSURANCE COMPANY, the Corporation described In and which execuled the above Instrument; that he knows the seal or said Corporation; that the Ical.rrbced to the said Instrument ISluc:h corporate seal; thlt It Willa arnxcd by order 01 the Board or Directors or said Corporation and lhat he .Igned his nam'thoreto by like order. IN WITNESS WHEREOF, I have hereunto .et my hand and arnxcd my ornclalseal,the dlY and year herein nrat above wrluen. STATE OF CALIFORNIA ........ ~ OFFICIAL NOTARY SI!,\L A, KRieGER Not:uy Putllc - California MARIN COUNTY 'hf Comm, Exp MAR 20.1095 i. ) /' CERTlnCATE } II, -, ~': \' STATE OF CALIFORNIA COUNTY OF MARIN I,lhe underslaned, Resident AIIlslanl Secre.aryorTHE AMI!RICAN INSURANCE COMPANY, a NEBRASKA CorporaUon, DO HERIlIlY CERTIFY lhat W:.[~~~g:J~g:&~~~~r~~~:.~~:. ~~.~~:~fi~:~~:~~'~~ SW~~~~:;a~~ r:~~~~ ~~~V;~~~~1;~rl~~~~~~~~~g~~r:}:.~:~le VIr, Secllon. 45 and 46 or the Slaned and ...Ied atlbe County or Marin. Daled the ~ dlyor AI JrnIFlr , 19~. ~~~~- ...klnl AlllulIllllact'ltary . o o (;1"'"'' .iit' ~~~ 360711. T A.Q,c)2 o ., o I ,J -~ ~ -- .. " \ , oj '\ I A.~OIIID. '.~R\i?q'~~~,,L'F;'.'.'(fl}!..'..m$~.~~""" ~.. CSRTG DATE (MMIDDIVY) ,. ACEP.Ol, 08/09/95 ti'ODUCER' 'I1US CERTlFICA1E IS ISSUED AS A MA'ITER OF INFORMA'I10N ONLY AND CONFERS NO IlIGBTS UPON mE CERTIFICATE Lovsted Compony HOLDER. THIS CER11FICATE DOES NOT AMEND,l!:XTEND OR 424 3rd Avenue "est ALTER'l1IE COVERAGE AFFORDED BY 11iE POLICIES BELOW, Seattle IIA 98119 COMPANIES AFFORDING COVERAGE ~~:~ ~:~_ ;;.~tewart COMPANY A Transcont i nenta l Insurance CO. INSURED COMPANY B COMPANY Ace Paving Co., Inc. C P.O. Box 4520 COMPANY Bremerton IIA 98312 D qp~gl!:S,.i"",".i:ii,"i/."/"',""/""""",,,,,,.'.,..'./""....."..........,..,' ./>"",.,..,'...... ,.."./,/,',.'.'.'...',,",'.< ".,.",'.,'..'./,....'..,.,./<,.,.."..'"',,.'.."..,..'...,...'...',..,......,'..... "., '..".....', ............, THIS IS TO CERTIFY TIIAT1HE POLICIES OP INSURANCE LISTED BEWW HAVE BEEN ISSUED TO TIlE INSURED NAMED ABOVE FOR TIlE POLICY PERIOD INDICATED. NOTWrmSTANDINO ANY REQUIREMENT. TERM OR COllDmON OP ANY CONTRACT OR OTHER DOCUMENT wrm RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL TIlE TERMS. EXCLUSIONS AND CONDmONS OP SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS, CO TYPE OF INSURANCE POLICY NUMBER POLICY EFfECTIVE ~r;~=~ LIMITS LTR DATE (MMIDDIVY) ~ERAL LIABILITY GBNERAL AOOREOATB S 1 000 000 A tHe pMERCIALOENERAL LIABILITY C9 04645368 07/01/95 07/01196 PRODUCTS. COMPIOP AOO S 1 000 000 CLAIMS MADE W OCCUR PERSONAL'" ADV INJURY S 1 000 000 f- OWNER'S &: CONTRACTOR'S PRar BACH OCCURRENCE S 1 000 000 FlRB DAMAOB (Any one f\te) s 50 000 MHO EXP (Any one puson) s 5 000 ~uroMO.!LE UAI.UTY C1 16748525 07/01/95 COMBINBD SINOLn LIMIT S 1,000,000 A ~ ANY AlTTO 07/01/96 I-- ALL OWNED AUTOS BODILY INJURY S SCHEDULBD AUTOS (Fer pmm) I-- I-- IIIRED AIJ1'OS DODILY INJURY S NON..()WNBD Mrres (Peraccldenl) I-- PROPBR'ry DAMAGB s ROAGE LIABILITY At1TO ONLY. BA ACCIDENT S ANY AlIrO arHBR THAN AUTO ONLY: ..'.. .,'..',.. . BACII ACCIDBNT S I AOOREOATB S EXCESS LJAlIUTY BACH OCCURRBNCB S R~UMD'BLI'" FO'" AOOREOATB S orlleR TJIAN UMDRBLLA PORM S WORKERS COMPENSATION AND I STATUTORV LIMrrs ..' .'. ,'. A EMPLOYERS' LIABILITY DACII ACCIDENT S 1 000 000 TIIB PROPRlrITORI R:NCL DISnASB. POLICY LlMrr S 1 000 000 PAR'rNBRS/DXtctrrIVB OFPICBRS ARB: BXCL C9.04645368 07/01/95 07/01/96 DISBASS. BAC" eMPLOYBD s 1 000 000 mllER PEBCRIPl10N or OPERATION8ILOCATION8IVEIIICLUISI'ECIAL In~18 ReI Chimacun Road 'Il1'rov_ntl CRP 0953, The 5mltfg;t;uIl~~~:~f~~, e~old ~:'!~fl:~e~n:rg~~~":"c~:~r:~: mMd~~ Job. CERTIFICATE HOLDER ,..... ..,., ..... CANCELIlATJON. ,... JEFFE02 SIIOULD ANY OrTlIl A.OVl DIUICR.IID POLlCID lit CANCELLED IEroRE TIlE IXPlRAnON DATI l1IKUOP, TII'llIIfil1lNO COMPANY WILL KNDEAVOR TO MAIL Jefferlon M.- DAYS WlU'ITIN NanCK TO TilE CIRTlnCAT& 1101.01. NAMID 'l'onm un, County aur PAILUIUt TO MAIL Illcn Nm1r.1II1AU. IMrallt NO 01lLJOATION 0'" LIABILITY O.pt of Publfc lIorkl or ANY KIND VPON TllR C.llMl'A)V, 1TI.011'm1 OR 1R/'II".p(J'ATlVU, 1020 J.fhrlon StreIt Port, T6wnl.nd IIA 90368 .IITIIO.UZKO.....IIlIlllT.:Z';(,.:'!': , ,.)( ~/:r.~'..:,~~/t...-;;J '. J.f.fr~~h~,s~~~~rt .:If)',~',/':';'. r ";,1",11,1.....,,;:/ ' ACORD 25-8 (3103) ....' . . , > ,,'.... ...'\.......,;,::'!';i';>..;'.,:.,. ,,:;,,::..,,' ",.:';'0,;.:_" 0 lit) , '..... Z <I: . :x: 1-, I- Z i w, a: ::iE \ ~::::ll -'u ~gl mWi w:X: -,?- m u. I -01 :E~ ii1i::; LL< !!?a i!= ~j ZI- ~~ ~~,! a~ Ot-ljl 0_, Ww i!=!:1 !:!:5 Z wen u- i= i;.'1 0, Z ~\, i. .> ,1;;.1',0 . I' o \. r-~ o -n;'1 ,. ~.,. -- <q ~~( lIJ.iailil - - o ,- o .. . , . CI!"PS.~;, ~~f."" ,-::',&. Cl.>>-J~T' J pt:t: :/~'J,0 E.scrow No, 1fi'> .. Public Body Jefferson County rnim;{"l1TTl Rr>?n Tmprc-N','-=rlt z , ~"':i' I- Z, a: ~I ~::l -'u uO enO enW w:Z: -'I- !Q ~I'! ~~; ~~,i LLen ::)~' _0: i!=~ ~ 1-1 I- 01 Z 1-, WUI ~~ 0_1 Ww :x:u 1-- !!:b Z wen u- i= j!;. ~ \ #54208392 Contract No. Completion Date REC.:'IVED ESCROW AGREEMENT AUG 3'11995 JEFh:HSUN COUNTY PUBLIC WORKS DEPT. '0: "t;;J.,5EATTLE'FIRST NATIONAL BANX This Escrow Agreement Is for the Investment of tbe retained percentages of tbe above contract In accordance wllh Chapter 38. Laws 0/ 19iO, amending RCW 60.28.010. 60.28.020 and 60.28.050, ,The Undersigned, ll,.,.. p..,ring ,...... Tn,..' . hereina/ter referred to as the Con. tractor. has directed ..Jeff'.."..nn (',,,,,,,joy rn;m;,..,,,,, R......r'! T"'I'",o'''_nt: . hereinafter referred to as the Public Body. to deliver to you its warrants. checks or dra/ts which shall be ,payable ,to ,you,and the Contractor lolntly. Such war. rants. checks'or drafts are to be held and disposed 0/ by you In accordance with the following Instrucllons aDd upun the terms and conditions hereina/ter set forth, T I. INSTRUCTIONS 1. Upon delivery to you. warrants. checks or drafts made payable to you and the Contractor lolnlly shall be endorsod by you and forwarded for collectlon. The moneys from all such warrants, checks or drafts received hereunder shall be used by you to purchase bonds or other securities eelected by the Contractor and approved by the Publlc Body. For the purpose of each su~b purchase. you lIlay follow the last written dlrecllon received by you frolIl the Contractor, provided said dlrectlon otherwise conforms with tbe restrlcllons on Investments recited hereIn. Atteched Is a list of such bonds. or oth~r securities approved by the Publlc Body, Other bonds or sec:urltles, except stocks. may be selected by the Con. tractor, sublect to express written approval of the Publlc Body. 2. The Investments selected by tho Contractor. approved by the Public Body and purchased by you must mature 00 or prior to the date set for the completlon of the contract, Including extensions thereof, Alter the 'completlon' date of the con. tract, you shall not be required to Invest the money held by YOII and derived from the sale or redemption of matured Invest. ments until authorized to do so by the Contrector and the Public Body. which authorization shall Include the completion date of the extension. " ". 3. When and as Interest on tho securities beld by you pursuant 10 this agreement accrues and Is paid, you shall collect such Interesl and forward It to the Conlractor at Its address desl8nat~d below unless otherwise directed by the Contractor, . ,. . . Conllnuad DO R.,.....u St.Ju . ~ "O"M II..lt\04n I IA" ;(F"'~::f":i.'J:;,';\':t, --.......1IrI. ............. '.', -- _i \ ., , ...... \.~.... i. j .1" /' 10 -\ ~t \ o ,<leI ___ -v ~ - -- -r Ii -- ~ o. - ~ 0 .. -., .. c; " i t ' You ire nO~i'uthorlled to deliver to thjOntractor all or any part of the securities held by you pursuant to th:s agree. r ,t (or any moneys derived from the sa .' such 'securities, or the negotiation oae Public Body's warrants) except ccordance with written instructions fro "'the Public Body. Compliance with such~tructions shall relieve you of anv her liability related thereto, . , In the event the Public Body orders you to do so in writing, you sball. witbin thirty. five (35) days of receipt 01 such er, reconvert into money the securities beld by you pursuant to this agreement and return such money together with , other moneys held by you. hereunder. to tbe Public Body, ), The Contractor agrees to pay you lor your services hereunder compensation in accordance with your published ,edule of Escrow Fees.Public Works Contracts. Payments 01 all lees sball be tbe sole responSibility 01 tbe Contractor I shall not be deducled !rom any property placed with you pursuant to this agreement until and unless tbe Public Bod" "eels tbe relea~e to the Contractor of tbe securities and moneys beld hereunder whereupon you sball be granted a fir;t :l upon such property released and shall be entitled to reimburse yourself from'such property for the entire amount of , ~r fees as provided for herein above, In the event that you are made a'parlY to any litigation with respect to the property ld by YO\l hereunder. or ip the event that the conditions of this escrow are not promptly fulfilled or that you are required render any service not provided for in these instructions"or,that,there,is' any assignment of the Interests of ,this escrow, any modification hereof. you shall be entitled to reasonable compensation for such extraordhlary services from the ,ntractor and reimbursement from the Contractor for all costs and expenses. including attorney fees occasioned by such lault. delay. controversy or litigation. i. This alilreement shall not be binding until executed by the Contractor and the Public Body and accepted by you. 8. This instrument contains the entire agreement between you. the Contractor and the Public Body with respect to .is escrow and you are not a party to nor bound by any Instrument or agreement other than this: you shall not be required, , take notice 01 any default or any other matter. nor be bound by nor required to give notice or demand. nor required to ,ke any action whate\'er except as herein expressly provided: you shall not be liable for any loss or damage not caused ,. your own nelillililence or willful misconduct. 9. The foregoing provisions shall be binding upon the assigns. successors. personal representatives and heirs of the artles hereto. The undersigned have read and hereby approve the IIlJitr~lions as given abo.>ie.g.~v;;plng the administrati~i this scrow and do hereby execute this agreement on this ~ 5-- day 01 ~ . 19,j.:> . ,4 t! 'ffl ,.J I'z.} o k'V~ z <. :x:1- I-ffi a:::z liS:::l -,u uO (flC cnW w:Z: -'I- (flu.. -0 ~~ ~::; LL< !!!a :X:w I-:x: 21- ~~ W!,!.l' ~9 c~ Ww i!=S: !:!:b z wen u- i= F) o , 2 \"~ By I 3y -d :<::'1::: cL., (Title) p to a~ x ij :;;;'';;,0 J (Address) a.e~//I6"Je.h;) /.J rf '1:73/..z., q j-O%/o? 9 "3c:Y7 (Tax Identification 1'10.) . " (71:t- The above escrow agreement received and accepted this -L2- day 01 ~ .1~ SE,...TILE.FIRST NATIONAL BANK B'~./ '. ,'ust Officer) RECEIVED SEP 18 19'), JEFFe.A~.ON COUNTY PUBLIC WORK.S OEPT. '. '\ I , ..... i, o \,=\P o llIL.._ -- "U -.-- J~~----=-=< ~~ . .--- o. ~ o < ~ 9 .- .. " o \ , Z ' < d :x:!z I I- wi a: :::E r ~::l dg\ enO enW w:Z: -'I- enu.. -0 ~~ ~::; ....< ~a :X:w I-:x: ZI- ~~ WWj :::E ?ill ~~ Ww i!=~ !:!:b Z wen u- t= :x:. 0'" Z\ " COUNl"Y ROAD PROJECf CR0953 CHIMACUM ROAD CONSULTANTWORKSCOPB COST ESTIMATE WORKSHEET FOR CONSTRucnON SURVEYING ~ ~1 ~ , 1 \l..~' '"'. ~' I ~i-i~i-I~I-l---i-- I TASKS ill I Project I Land I Office I Surveying I Surveying I Cadd Clerical I I Charge I Manager I Surveyor I SW'VC)'OI' I Tech. I Tech. I I t ESTIMATED 1 -1-/--1-1-1-1-1-1 I LABOR REQUIREMENTS $44.59 I $29.33 J $27,0% I 522.69 I 519.52 I $14,57 I $16.54 I 511.50 I I Per Hour I Per Hour I P<tr Hour I Per flour I Per Hour I Per Hour I Per Hour I Per Hour I 1 -1--/-1-1-1-1 1 TASK I . CONSTRUCTION SURVEY 1 I 1 I I 1 1 1 I 1 I I 1 1 -1- -1-1-1-1-1 ~: CE~;:;~:~;:~~dNTRO~~,O' 0,00 0,00 : 1,00 1.00 : 6,00 : 6,00 : 0,00 : 0,00 : 14,00'1 ~I Old Hadlock ROld 546' 0,00 0.00 I 0.'0 0,'0 I 2,00 I 2.00 .I 0,00 I 0,00 I 5,00'" """ New Old Hadlock Road 127' 0,00 0,00 I 0.'0 0,50 I 2.00 I 2.00 I 0.00 I 0.00 I 5.00" -(\ 1 Lawn Street 100' 0,00 0.00 I 0.50 0,'0 I 1.00 I 1.00 I 0,00 I 0,00 I 3,001 +, BIanc:heAvcnue 7J' 0,00 0,00 I 0.50 0.50 I 1.00 I 1.00 I 0.00 I 0.00 I 3.001 '61 Mom.IeY Avenue 100' 0.00 0.00 I 0.$0 0.'0 I 1.00 I 1.00 I 0.00 I 0.00 I 3.00 'I l\j~ l'hurch Lan. 100' 0,00 0,00 1 0,30 0,30 1 1,00 1 1,00 I 0,00 I 0,00 1 3,00 1 I 1 I 1 1 1 1 1 1 CALCUJ..ATIONSANDNOTEREOUCTIONS 1,00 2,00 I 1.00 2,00 I 1.00 I 1,00 / 0,00 1 0,00 1 0,001' 1 1 I 1 I 1 1 1 I TRAVEL TIME I I 3.75 I 3.75 I I I 7.'0J( Total travel lime forthlllalk I - -1- -1-1-1-1-'1 1 1 SIJB.TOTALHOURS CI!NTI!RLfNBCONTROL'1 1,001 2,00.( 5,00..( 6,00..( 18.7'..(' 18.7'-1' 0,00..( 0,00;( "'" ~_ 1 1 I-I----:.I--I-I-I-I-I-I-=-~I I SI!TTlNO BI!NCH MARKS AND 1 0,00 1 ' 0,00 1 1,00 / 1,00 1 3,00 1 3,00 1 0,00 1 0,00 I 0,00,0( I REFERENCINO MONUMBNTLoCA TlONS, 1 1 1 1 I 1 1 1 / I 1 Old Hadlock R..d. F.1. 11"'4 1 0,00 1 0,00 I 0," 1 0,00 1 1.00 1 1.00 I 0,00 1 0,00 I 2," 01' I Old lIadlock Road, (AnOI. Foln,) 112"12,44 1 0,00 1 0,00 / 0,2' 1 0,00 1 1,00 1 1,00 / 0,00 1 0,00 1 2,"1 1 Old Hadlock R..... P,I. H0+90,61 . H3m,33 1 0,00 I 0,00 1 0," 1 0,00 I 1.00 1 1,00 I 0,00 1 0,00 1 2,"~ : ~::::=: r~~~:;~~~:~~~;~;,,') : ~:: : ~:: : ~:~ : ~:: : ::: : ::: : ~:: : ~:: : ::~:~ I Chlmacum ROld, P.I. C6+6U1 I 0.00 I 0,00 I 0.2' 1 0.00 I 1,00 I 1,00 I 0.00 I 0,00 I 2.2.1?' 1 Chlm".m Road, p,1. CI4+99,33 1 0,00 I 0,00 / 0,23 I 0,00 1 1.00 1 1,00 1 0.00 1 0.00 1 2,"1. 1 Chlm".m Road, P.I, C15+09,81 I 0,00 I 0,00 I 0," 1 0,00 1 1.00 1 1,00 1 0,00 1 0,00 I 2''';1 : ~::::~: ::~: :::: ~::~~:~ : ~:: : ~:: : ~::: : ~:: : ::: : ::: : ~:: : ~:: : ::~:~ I 1 1 1 1 I 1 1 III 1 CALCIJLATIONSANDNOTEREDllCTIONS 1 0,00 1 0,'01 0,301 2,00 1 1.'01 0,00 1 0,00 I 0,00 1 4,501 : TRAVEL TIME ::::: 3,63 : 3," : : : 6,m{ To..1 ....1 dm. rorlhl"..k 1-1--1-'-1-1--1-/-1-1--1 1 SUn.TOTALIIOIJR BENCH MAIlKS & MONUMI!NTATION:I O,OO{' 0.'0 -(' 4,00'1' 3,00"- 18.130(' 16,"'1' 0,00'1' 0,001(... if' ~~ 1 -:;,88 SUD.TOTALIIOURS/BENCIlMARKSANDMON 1__ I--I-'-I.---I--I-I--I-I-I-._.JI.-I HOURS .... $1.'0 SUB-TOTAL HOUR I CENTERLINE CONTROL: ( . 7/13/9' JnPl'ER90NCOUNTY nNOINnER91lST1MATI! 1(' ., ':, "'1'.'" '" ",-'-~"'~ , ,;t' ::,.:.: "<;, ~,:",;:.{ '.' .:C:/' , 1 I ,." " I\'~ ( ~ (;1 , ,:f!\, ' .:.t,;rc,\,;,:. ~L}~ J .- ~',"i~,:,'~,,:, .".",:.,'., ,;,:,'''. ;~",""'L.;"".r",..,.w.'r.", '!', "1, :i',:"\'::':.:','~','..,/I,',t/:',' ;'~.':' '-',''-'' '<1,.-::., ... '-'-"'" pi --1- -~_:IlmIi l.. 1'-- _ -- - -. '---- o ~ o .11I " o "- , z <( , :x:1- I-ffi a::::E r5:::l -'u uO (flC (flW w:X: -'I- (flu.. -0 w " COUNIY ROAD PROJECT CR0953 CHIMACUM ROAD CONSULTANT WORK SCOPE COST ESTIMATE WORKSHEET FOR CONSTRUcnON SURVEYING .~ ~ ~rl '\:.....~~!i rp :;:~ -i~i-i~i-i~i-i---i I In I Project I Land I Office I Surveyina I Suwcylns I Cadd Clcrical I I Chugc I Man.gct I Surveyor I Survcyor I Tech. I Tech. I I I ESTIMATED 1.-1-1-1-1-1-1-1-1 I S44.~9 I S29.33 I $27.02 I $22.69 I SI9.'2 I S14.57 I 516.'" I SI1.50 I I Pc:Hour I PerHour I PerHour I PuHour I PcrHour I Per Hour I PerHour I Per Hour I '-1--1- -1-1-1-1-1-1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 '---1-1- --1-1- -1-1-1 1 1 1 1 1 1 1 0,00 1 0,00 1.00 1.00 1 6,00 6,00 1 0.00 1 0,00 1 14,00"1 1 0.00 I 0.00 0.50 0.50 I 2.00 2.00 I 0.00 I 0.00 I 5.00 '" I 0.00 I 0.00 0.50 0.50 I 2.00 2.00 I 0.00 I 0.00 I 5.00" I O.OD 1 0.00 0.'0 0.50 I 1.00 1.00 I 0.00 I 0.00 1 3.00'" I 0.00 I 0.00 0.'0 0.50 I 1.00 1.00 I 0.00 1 0.00 I 3.001 I 0.00 I 0.00 0.50 0.50 I 1.00 1.00 I 0.00 I O.OD I 3.00 1 I 0.00 1 0.00 0.50 0.50 I 1.00 1.00 I 0.00 I 0,00 I 3,00 1 1 1 1 1 1 1 1 1 1,00 1 2,00 1.00 2,00 1 1.00 1.00 1 0,00 1 0,00 1 8,00 -1' 1 1 1 1 1 1 1 I I I 3.15 3.75 I I I 7,501( TOlallrlveltlmcrorlhilluk ",-,-1,--,,1-- - --1- -1-1-1----1 ... ECONTROL: 1 1,001 2,00..( ',00..( 6,00,0( 18,",,( 18,"-1 0,00.( 0,00..0(' I:': 1 51,'0 SUB-TOT^LIlOUR/CENTERLlNECONTROL: ..___._ --.1----1.-.- --1- -I-I-I-~/'~I 0,00 1 '0,00 1 1,00 1.00 1 3,00 3,00 1 0,00 1 0,00 1 8,001 I 1 1 1 I 1 I 0,00 1 0,00 1 0," 0,00 1 1.00 1.00 1 0,00 1 0,00 1 2," of' 0,00 1 0,00 I 0," 0.00 1 1.00 1.00 1 0,00 1 0.')0 1 2," ,,- 0,00 1 0,00 1 0," 0,00 1 1.00 1.00 1 0,00 1 0,00 I 2,2'?, ~:: : ~: : ~:~: ~:: : ::: ::: : ~:: : ~:: : ~:~~ 4 0,00 1 0,00 1 O,2l 0.00 I 1.00 1.00 1 0,00 1 0,00 1 2,"/1 0,00 1 0,00 1 0,2l 0,00 I 1.00 1.00 I 0,00 I 0,00 1 2,"~ 0,00 1 0,00 I 0," 0,00 1 1.00 1.00 1 0,00 1 0.00 1 2,"1. ~:: : ~: : ~:~: ~:: : ::: :: : ~:: : ~:: : ;:~:~ 1 1 1 I 1 1 I ~I _I U _I ~ -I ~I ~I w1 : : : : 3,6l 3," : : : 6,8751 Tolal O.volllm.rorodll..k ....-.---1.---.- 1 -_.,- 1 ,.,.-1 ,.---1 --'- '--1 --I -'1 1 ~~~:~~~: ._-~:~~.r._...~:~ r.--~~.1--..:':'.'i ~~:i ~:::i --~:.~i -~~i ::'-'!H.!..~: ~.a8 SUD.TomIlOlJRS/nENCIl~,^RKHNDMONUMENr^TlON: HOURS i1Nnllll.q P.8TIMA TII - ~7?1 r /1"'/'11.- ('o.N$(.I.Rv4. 1("'-5 1- bl) ~+3, ~7 "- ~~- ., I ~ 1 .~ '; C'i) " ':'.'.:~""'T'/ 'i ., ",,". :'<<1,'.:'.,. ',- [ . ",.::.:/ .~ 'f ';\'2' ,,':' ,':;... :-., ...l ,.,,' ~lllIl~~-I..!4..~~'W"", --w- .- z <...:. I-:x: z, W' a: ::IE \ ;1i ::l\ -'u uO en ~ I ~i!=1 (fl u. I -01 W~I ~::;I LL< en=> :i:~1 I- :x: I Z 1-' - I !z ~I WW1 "o~_". ~ ! => UCllcI g~l Ww :X:u 1-- LL I- \ _0 Z ~~I f= F.' ~ 'J '\ .. . .~ "'1"- 1 - 1151I- "1/' ...,... -WL_ -- -. T/'_ . .- - ~-- If - o o .~ t.,;; III " o '\ , ~ COUN'IY ROAD PROJECJ' CR0953 CHlMACUM ROAD CONSULTANT WORK SCOPE COST ESTIMATE WORX5HEIIT FOR CONSTRUcnON SURVEYING TASKS j~i-j~i-i~i-i---i I In I Project I Land I Office I Surveying I SlII'Veyfns J Cadd Clerical I I Clwse I Manager I Surveyor I Surveyor I Tech, I TCtlh. I I I 1-1-1-1-1-1-1-1-1 I 144..59 I $29.33 I $27,02 I $22,69 I $19,'2 I $14.57 I $16.54 I 511.50 I r Per Hour I Per Hour I Pcr Hour I Per HolU' I Per Hour I Per Hour I Pcr Hour I Per Hour r ~I-I-I-I-I--I-I-I-I c 1 1 1 1 1 1 1 I" I STAKING CLEARlNO LIMITS/CONST, PERMITIDRAIN EASM,I 1 1 1 1 1 1 1 I Chlmlcum Road IUD' I 0.00 I 0.00 2,00 I ;2.00 6.00 I 6.00 I 0,00 I 0,00 I 16.00"" I Old Hadlock Rold 546' I 0,00 I 0,00 0,50 I 1.00 2.00 I 2.00 I 0.00 I 0,00 I 5,50 '1" I New Old Hadlock Rold 127' I 0.00 I 0,00 0,50 I 0,.50 1,00 I 1.00 I 0,00 I 0,00 I 3.00 f '^I Lawn Street 100' I 0,00 I 0.00 0,50 I 0,50 0,50 I 0,'0 I 0,00 I 0.00 I 2.00 1 ~I Hlallche Avmue 7~' I 0.00 I 0.00 o.~o I o.~o 0.'0 I o.~o I 0,00 I 0.00 I 2,00 1 ~ ~O:~lez~venue I~~ l ~:: : ~:: ~::~ : ~::~ ~:;~ : ~:;~ : ::: : ~:: : ~:: 1 ~I 1 1 1 1 1 1 1 ) '01 CALCULATIONSANDNOTEREOUCTIONS I 0.00 I o.~o 1,00 I 1.00 1,00 1 0.00 I 0.00 I 0.00 I 3.~0 I Ni TRAVELTIME ::: 3,00 : 2," : : : ~,751 TOlallJ'livcllime(orthluuk 1- - 1-_1_1'__1_ _1__1_1__1 I,;'" 1 SUO.TOTAL II0UR STAKINO CLEARINO LIMITS. ETC, 1 0,00 of" 0,,.,1 6,00 l' 6,50..(' IS,OO l' 13,75-1" 0,001' 0,00 1"_ 40/ ~.. 1 41." SUD.TOTA~ II0URS /STAKING CLEARINO LIMIT! 1------1-0-,1--1_ -1-1-1-_ -I::!'..J-"-""-I 1 SLOPESTAKINO 1 1 1 1 1 1 1 1 ~I Chlmlcum Road 18~0' I 0,00 I 0,00 I 0,00 0,00 I 12.00 I 12,00 I 0,00 0,00 I 24,00 1 ~I Old II.dl..k Rood ",. 1 0,00 1 0,00 1 0,00 0,00 1 3,50 1 3,50 1 0,00 0,00 1 7,00 1 ~: ~::,,~;::::dl"kR;~, 13T : ~.~ : ~~ : ~.~ ~:~ : ::~ : :.~ : ~:~ ~:~ : ~:~~ ~ I Dlanche AVClllle 7~' I 0.00 I 0,00 I 0.00 0,00 I 1.00 I 1.00 I 0,00 0.00 I 2,00;! ,~ ~hou~~i:~,venue I~OO : ::: : ::: : ~:: ~:: : ::: : ::: : ::: ::: : ;:: 1 1 1 1 1 1 1 1 1,1 1 CALCULATIONS ANa NOTE R1!DUCTIONS 1 0,00 1 0,50 1 2,00 3,00 I 2,00 1 0,00 1 0,00 0,00 1 6,50 1 : TRAVELTIME :::: 5,63 : 5,13: : 10,75~ T...,....ltlm.rorthil...k 1-0----_.._._------1--1--1-- --1--1-1- -I 1 I SUDoTOTA~II0URS SLOrESTAKI>IO:1 O,OO,!" 0,501' 2,00<1' 3,00..... 21.13'f" 2'-'3 of 0,00-( o,oo'f.-, (;8 'I. 1 1 ,-- 1--1'_1___1_1_1_'.1__1_1 ''''_1 ESTIMATED LABOR REQUIREMENTS HOURS , ( ,,",35 SUO.TOTA~ nouRS / STAKINO STORM SOWER: 7/13/05 JDFFDIlllON COUNTY oNGINooR9 n'lTlMATO N,> ! (J.l ---A.4i. ~ --v r v--ft.~ 71-.: v.- ",",~,..- -y --- all!eI'lll- ~1Ifi7 _.!J ---- rn_ o. o <1 -r. 'i - .. " o '\ '\ '\ ~t-=i Fffi a::::E ~a uO eno lfi~ -'I- enLL ;: 0 '""'~'~""""',;"";"'''v''''''''""_'"'~"'"''"'~'''~'"''~'_'_.____'"___.___..._" ~ COUNtY ROAD PROJECl' CR0953 CHlMACUM ROAD CONSULTANT WORK SCOPE COST ESTIMATE WORKSHEET FOR CONS'l"RUcnON SURVEYING "!!NTS I Alloclate I I Profc:l(lnal I I Smlor I I I I In I Project I Land I Office I Survcyina I SurveyinB I Cadd Clerical I I Charso I MaMger I Surveyor I SUI"Vllyot I Tech. I Tech. I I I ESTIMATED 1-1--1-1--1-1-1--1-1 I $44."9 I $29.33 I $21.02 I $22.69 I $19.52 I $14.57 I $1tL54 I $11.50 I HOURS. I PerHour I PCTHour I PerHaur I PerHour I PerHour I Per Haur I PerHour I PerHaur I 1-1-1-1-1-1-1-1-1 1 1 1 1 6,00 1 0,00 I 0,00 1 16,00 ~ 2,00 1 0.00 1 0,00 1 5,50 'f 1,00 1 0,00 1 0,00 1 3.00 l' 0,50 I 0,00 1 0,00 1 2.00 .,. 0,50 1 0,00 1 0,00 1 2,00 .,. 0,50 1 0,00 1 0,00 1 2,00 :r 0,50 1 0,00 I 0,00 1 2,00 1 1 1 1 ) 0,00 1 0,00 1 0,00 I 3,50 1 1 1 1 I I I I I 3.00 2.7$ I I I $,751 Total mvcl tlmo ror Ihllluk -----1--1--;,-1-1- --1-'-1-1 I,;" OLIlARINO LIMll'S,lITC, 1 0,00'" 0,$0 1 6,00 -( 6,$0..(' 15,00 -r 13,75-1" 0,001" 0,00 1'_ +." 1 41.75 SUB.TOTAL 1I0URSISTAKINOCLl!ARINO LIMITS, ETC: 1_1_1_1_ _1_1__1_1 ,,7.5' 1 1 1 1 1 1 1 I 1 1 0,00 1 0,00 1 0,00 1 0,00 12,00 12.00 1 0,00 1 0,00 1 24,00'" , 1 0,00 1 O,DO 1 O,DO 1 0,00 3,$0 3,50 I 0,00 I, 0,00 1 7,00 .,. I 0,00 I 0,00 I 0,00 1 0,00 1,00 1.00 1 0,00 1 0,00 1 2,00'" 1 0,00 1 0,00 1 0,00 1 0,00 1.00 1,00 1 0,00 1 0,00 1 2,00 1 1 0,00 1 0,00 1 0,00 1 0,00 1,00 1,00 1 0,00 1 0,00 1 2,00;' 1 0,00 1 0,00 1 0,00 1 0,00 1,00 1,00 1 0,00 1 0,00 1 2,00) 1 0,00 1 0,00 I 0,00 1 0,00 1,00 1,00 1 0,00 I 0,00 1 2,00 1 1 I I I 1 1 1 ,I 1 0,00 1 0,$0 1 2,00 1 2,00 2,00 0,00 1 0.00 1 0,00 1 d.50 1 I 1 1 1 1 1 1 ) I I I I 5.6] ',U I I I 10,7' I Total "Ivel 11m. rorlhlullk .,-,---1--,1--,-1--1- --- --1-1--1--1 SI.OPP. STAKINO, 1 0,00 { 0,50 l' 2,00 .,. 2,00 -1-" 2..130( 25.61""" 0,00 0( 0,00 '1' _ !; II Z~ 1 .....__._-.----1---1-1-1---1.-1--1--1--1 -'- 1 ", PERMITIORAIN EASM 1 0,00 1 0,00 1 0,00 1 0,00 1 0,00 1 0,00 I 0,00 1 1 0,00 I I I 0,00 1 0,00 I 0,00 1 0,00 1 0,00 1 0,00 1 0,00 1 1 0,$0 I 'I 1 2,00 I 0,$0 1 0,50 1 0,'0 I 0,$0 1 0,$0 1 0,$0 I 1 \,00 1 I 1 2,00 1 1,00 1 0,50 I 0,50 I 0,$0 I 0,$0 1 0,$0 1 1 1,00 I 1 6,00 2,00 \'00 0,'0 0.'0 0,$0 0,50 TIONS 1,00 INT\' nNOlNnnRSIlllTIM^TII .,.,,, SUB.TOTAL 1I0URS ISTAKINO STORM SEWnR: TION5 I," f,-' !" ::f!::v:";';,,o, ("".; ,',,""'\''- , ., ., ,'," ',- ""'.' ,]". "'l' .:~,,':~>O-';4jJ"i\:)~_""I' 'J',,(,',~"'.iJ,r ~,~ '." '.. '. ,. ...<<<.... ' ,.,'., .,..:..,....\'(, _, "<I..'''' _."t. -i, .~, 1",.. ........... .LJJDIlW ' --- L ...- ~ ., :x: !z i ~~II ;:5::> -'u uO eno en ~ I ~I- enLL -0 w~1 ~::;I u..< ::> ~Ol :Z:w I-:x: ZI- ~~ ~~_w, gl 0_ Ww :z:u ~~] wen u- -:x: I- ...,. ~ ~. . . "".."'- -- --- - ."."J--- o ~ ''''W. ~ BIt " " ~. o '. \ , " COUNTY ROAD PRO]ECfCR0953 CHIMACUM ROAD CONSULTANT WORKSCOPB COST ESI1MATE. WORKSHEET FOR CONSTRUCTION SURVEYING C" " ~i-i~i-j~i-l-i-j 1 in 1 Proj... I Lon<! 10m.. I Surveyina I Swwyina 1 C.dd I Cleri..1 I I Ctwgc I ManiacI I Surveyor r SIIIVC)'DI' I Tech. I Tech. I 1 I ESTIMATED I -1-1-1-1-1-1-1-1 I $44.59 I $29.33 I $21.02 I $22.69 I $19.52 I $14.51 I 516.54 I $1 UO I HOURS 1 PcrHour I PerHoUl I PcrHour I l'uUour I PcrHour I PnHour I Per Hour I PerHour I 1 -1-1-1-1-1-1-1-1 I I I 1 I I I 1 I I 1,00 I 4,00 I a,oo 1 a,oo I 16,00 I 16,00 I 0,00 1 0,00 I $3,00,,! 0,00 1 2,00 I 4,00 1 4,00 I 10,00 I 10,00 I 0,00 1 0,00 I 30,00'" 1 I I' I I I 1 I I ~I ~I ~I =1 ~I ~I ~I -I ~r : : : : 7,'0 : 7,'0 : : : 15,00 1- To..1 .",,1 tim' (o"hl. Iuk WATERLINE: -j..-j..-.!,;--I'--I-I-I-j.. 1./ 1.00 'I 6,00'1 12,00 ~ 14,00 1" 37,'0'f"' 37,'0'1'" 0,00-1" 0,00-,.-. 'oe.GO II ,oa,oo SUB.TOTAL HOURS I WATERLINE: -1--1-1-1-1--1-1,--1 .1 I 1 I I I I I I 0,00 I 2,00 I 1,00 I 2,00 I a,oo I a,oo I 0,00 1 0,00 I 21,00'1 I 1 I 1 1 I I I I ~I ~I -I =1 =1 =1 ~I -I ~~ 1 I 1 I I 1 I I 1 I I I I I 2.50 I 2.50 I I I 5.00 l' Toral travel rime for tbl. IUk 1-(-1--1---1-1-1-1-1 1 POWER AND TELEPIIONE: 1 0,001 2,00.{ 1.00"'" 4,00'" 12,'0-1" 12,'0 of" o,oo-r 0,00-1" .Z 1 ]2,00 SUB,TOTAL HOURS /POWER AND TELEPIIONE: I-I-I-I-I'-I-I-I-I-~ .- 1 1 1 I I I I 1- ~: ::~~I:;~r:lnil' and Line. olOfl'm 2,166' ~ WaterllneServiceI&Hydrants . 27 each .. .01 CALCULATIONS AND NOTE IlEDlICTIONS <>1 ::::1 TnA VHL TIME 1 I I I roWER AND TELEPHONE I Ulillry Euement, Pole. and Vallll StMklng I 1 CALCULA nONS AND NOTIl REDUctiONS I 1 TRAVEL TIME I I SUO.TOTAL HOURS I' , TASKS LADOR REQUIREMENTS z. (1&C1f. )3' C, ""0) "" .t, SUD.TOTAL HOURS c 1/13/9'J IRPFEIWON <:oumv HNOINIIRas IUl'rlMATI1 ~<:-- _ _ --'ii ~, D~-- ~ .11I'II"- _ .-.-II"~ __ --B I~ .'. I --'- ~. ----- - ~ o ',-- o *~ 'i .. " o " , .~ z ~~ I-w a:::E ~a uO (flO ffl~ -'I- CJ)LJ.. :7: 0 !"";%:",";:;',~'?",i'"~;"',";"'".";,;"""""",,,,,,~,,,~,_.......__" "_..___..,'" " COUNIY ROAD PROJECT 00953 anMACUM ROAD CONSULTANT WORK SCOPE COST FSTIMA TE WORJ<SHEET FOR CON5TRUcnON SURVEYING -I~I-i~l-i~i-i-i-i I I In I Project I LlUld I Office I SUl'VC)'iJls I SUl'\lcylns I Cadd I Clerical I I I Chuge I Manager I Surveyor I Surveyor I Tech. I Ttch. I I I ESTIMATED I 1-1-1-1-1-1-1-1-1 I I $44..59 I $29.33 I $27,02 I $22,69 I $19..52 I $14,.57 I $16,54 I 511.50 I HOURS I I Per Hour I PCT Hour I Pcr Hout I Per Hour J Per Hour I Per Hour I Per HolU' I Pn' Hour I I -1-1-1-1-1-1-1-1-1 1 1 1 1 1 1 1 1 1 1 1 : ~:: : ~:: : ::: : :::: :~:: : :~: : ~: : ~:: : ~~::~ 7.) 1+0 ,,~~ 1 1 1 I' 1 1 1 1 1 1 (1'~.)3/l:'3Z.+'O 1 0,00 1 0,00 1 0,00 1 2,00 1 4,00 1 4,00 1 0,00 I 0,00 1 10,00 f" (\ ""'0) t 7+1'. 3", : : : : : ','0: ','0: : : U,oo-rT...'..v.ldon.rorthl....k <t6,+Z.Z.. '5" ...,,,~"" """L., "---1--1--1-1-1--1-1-1-1 1 ITERLlNE: I 1,00 1" 6,001" 12,oof 14,00 -( 31,'00( 31,'0'1" O,OO-r 0,00--(_ 1 '/08,00 SUB.TOTAL 1l0URS I WATERLINE: ~ '----.:---::-:-:-:-:-:-:'---: 1.8,...:1 0,00 1 2,00 1 1.00 1 2,00 1 8,00 1 8,00 1 0,00 I 0,00 1 21,OO."t 1 1 I 1 1 1 1 1 1 ;; 0,00 1 0,00 1 0,00 I 2,00 1 2,00 I 2,00 1 0,00 1 0,00 1 6,00 of" 1 1 1 I 1 1 1 1 1 I I I I 2,'0 I 2,50 I I 1 5,00 1 Total InlVclllmc (or thl.lask I.EPflONE: ---;;-+--;;-1--;-;..}--:;;.}- ---;;;.J- -;;;.:- -~--;;;~ -- : 3200 SUB.TOTALIlOURSIl'OWER ANO TELEPIIONE: ___I_I_I_I_I_I___I_I-">3z,.a 1 \~\ I o .,';t'- j :j -,ltJj ............-..11 nmUIIlRTlMATH , .~::(.L!:' :i:':';~~,'/i,;? '-:"--, 12\-~ -~ ~lilI! T- I -- ~ . ~j :x:!z i I-w a::E ~:::l -'u uO 000 (flW' W:z:1 -' 1-1 (flu.. -0 w" I -..,.. ""W~JlUIiM 1IIl__ ".wL~ l .~ o o .. " o \ , ,I ).~i~':;.a,'.;;.'1j;~~;i.~'~.~,r.~-..J.C"",>:l.r..."...~~,,,.-.....____.__._~.~_,___w.__._ -..------ ~ TASKS LABOR REQUIREMENTS STAKINO STORM SEWER. Chlmacum Road C3+75 10 CIJ+50 - 915' Church Lane C 17+75.63 TO C20+3D - 281' 0+73 to 3.'" LI. - 10' AUachmcnlCo Old Hadlock Type 2 - 40' CH20.3 croulns - 30' C6+U02 cro.,lnll - 54' Lawn Street crollln" - 76' ~ I C........94 crolllng - 46" ~I CJOtl5,96 tro,.lna - 36' ~ ~:~:;~:: :::::~: : ~:: -QI South Parkins LotC7+03 to H5+18 -144' ..~ North Parklflfl Lot C6+2$ RI, - 10' 'i North Pa..,dnl Loc C4+ll Rt. .60" 1 CALCULATIONS AND NOTE REDUCTIONS 1 1 TRAVELTIME 1 1 SUo.TOTAI. HOURS ST AKINO STORM SEWER: I.. I PA VRMBNT SA WCUT LIMITS. "1\1 be done by county (orces" .1 Chlmlcum Road ',229 \ 2 - 2,614' ~ Old II.dlock Rood 50. ~ Lawn S,",.O 21' ~ DI.ncheAvcnuc 20' t\l Mom'IeY Avenuo 15' :' Church I_"nl 22' "'1 CALCULATIONS AND NOTE REDUCTIONS 1 1 TRAVEL TIMR 1 ,-"-.----- 1 SUn.TOTAL HOURS PAVI!MI!NTSAWCUTLIMOTS' 1-. COUNTY ROAD PROJECf CR09S3 CHIMACUM ROAD CONSULTANT WORKSCOPB COST ESTIMATE WORKSHEET FOR CON5l'RVcnON SURVEYING i~i-j~l-l~j-I---j 1 In I Projecc I Land I Office I Surveylna I Surveyin. 1 Csdd Clmell I I Charge 1 Man8ser I Surveyor I Surveyor I Tech. I Tech. I I I ESTIMATED -1-1-1-1-1-1-1-1 $44.39 I $29.33 I $27.02 I $22.69 I $19.32 I $14.57 I $16.'4 I SI UO I HOURS Per Hour I Per Hour I Per Hour I Per Hour I Pt" Hour I Per Hour I Per Hour I Per Hour 1 I -1--1-1-1- --I 1 1 I 1 1 ~l ~oo 1,001 2.001 I~I 13~ ~OO ~oo ~1 0.00 I 0.00 0.30 I 1,00 I 4.00 I 4.00 0.00 0.00 9.'0 J. ~OOI ~OO ~301 ~~I ~I ~ ~ ~OO ~I 0.00 I 0.00 0.30 0.'0 I 1.00 I 1.00 0.00 0.00 3.00 1 0.00 I 0.00 0,30 O.,D I 1,00 I 1.00 0.00 0.00 3.00; ~:: : ~:: ~::~ ~::~ ::~~ I ::: ~:: ~:: ~::4 ~:: : ~:: ~::~ ~::~ ::: ::: ~:: ~:: ~:: 1 0.00 I 0,00 0.30 0.'0 1,00 1.00 0.00 0.00 3.00'1 0.00 I 0.00 0.'0 0.'0 1.00 1.00 0,00 0.00 3,00" 0.00 I 0.00 0.30 0.30 3,00 3,00 0.00 0.00 7.00'1 0.00 I 0,00 0.30 0.3D 0.'0 0.30 0,00 0.00 2.00'1 ~:: : ::: ~:: ~:~ ::: ::: ~:: ::: ~::1 : I 7.1" 7,88 I'.,,~ Tnla! mvel elme rorlhbtalk -1-1---1---- 1 0,00 ( 0,'00( 9,'0"1" 10,00"1" '9,311 '9,''''' 0,00 0( o,OOo(~ .....,'- 1 -1-1-.-1- - - ~"'-I 1 I 1 1 0.00 I 0.00 I 0,00 1 0,00 0.00 0,00 0.00 ,. 0,00 1 0,00 I 0,00 I 0,00 0,00 0,00 0,00 ;J. 0,00 1 0,00 1 0,00 I 0,00 0,00 0,00 0,00 ) =: =: =: = = = ~ 0,00 1 0,00 1 0,00 I 0,00 0,00 0,00 0,00'1 1 1 1 1 ~I ~I ~I ~ ~ ~ ~ 1 1 I J I I 0,00 I 0,00 n,oo I Tot.1 trAvclctme (or chis tuk -- --.- -I-l-I- -..- - --"I 0,001 0,00 -( 0,00 f 0,00'1 0,00 l' 0,00 l' 0,000( 0,00 0( _ 0 1 "6'"00 SUn.TOTAL 1I0UPSIPAVEMRNTSAWCUTI,IMITS: ---1--.1-.-1--1-1--1-1-1. 1 91," SUn.TOTAL HOURS I STAKING STORM !;BWBR: 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 111'/05 /RPPRRBON COUNTY RNOINERR3I!1lTIMATII '::~:(.', ~4.,1 0: ,11Ift' ----HI _ -<y - -....... a-. -- -_..-- - o o l ~~ -~ - .. " o '\ " ~ .' ~""'1 ~~I dg\ ffi~!1 -'I- !!l~i w.. ... I .;.(:::.fi.f~;;:;""'i.~iU;,~_:.;':f~~"i"Io"=_r._""_,,.........,,~~.~~__.,__. ~ COUNfY ROAD PROJECT CR09S3 CHlMACUM ROAD CONSULTANT WORK SCOPE COST fSTIMATE WORKSHEET FOR CONSTRUcrJON SURVEYING I j~i-i~i-l~i-i-i-i I I TASKS I in I Project I Land I omu I Surveyinlll I Survcyl.ns I eadd I Clm",' I I I 1 ctwae 1 M...." I SUMyO\' 1 SUMyO\' 1 T.... I Toch. I I I ESTIMATED I 1 1-1-1--1--1-1-1-1-1 I 1 LABOR REQUIRIlMENTS I $44.59 1 529.33 I $21.02 1 $22... 1 $'..'2 I $14,51 I $1.... I $11.'0 I IIDURS I I 1 perHout " Per Haur I PerHour I Per HoW' I PcrHour I PctHour I P\..,flour I Per Haur I I 1- 1-1--1--1- -1- I I SUBORADESTAKINO(BLUETOPS) " 1 I I I I Chlmacum Road 1850' I 0,00 I 0,00 0,00 I 0,00 I 9.00 9.00 0.00 I 0,00 11.00""f I Old Hadlock Rold 546' I 0,00 I 0,00 0.00 I 0,00 I 3,00 3,00 0,00 I 0,00 6.00 1"' I NcwOld Hadlock Road 127' 1 0.00 I 0,00 0,00 I 0.00 I 1.00 1.00 0.00 I 0,00 2.00 1" 31 Lawn Street 100' I 0,00 I 0,00 0,00 I 0.00 I 1.00 1,00 0,00 I 0,00 2.00 .,.. II Blanche Avenue '" I 0,00 I 0.00 0.00 I 0,00 I 1.00 1,00 0,00 I 0.00 2,00 ~ ~I MorrillcyAvcnue 100' I 0.00 I 0.00 0.00 I 0,00 1 1.00 1,00 0,00 I 0,00 2.00) ....1 Church Lane 100' I 0,00 I 0.00 0.00 I 0.00 I 1.00 1,00 0,00 I 0,00 2.00 I ~ I Puking Lol. 622' I I I I 4.00 4.00 I J... ;') I CALCULATIONS AND NOTE REDUCTIONS I 1.00 I 1.00 2.00 I 3,00 I 2.00 1.00 0,00 I 0,00 '0,00 I -'I I I I I 1 )- I TRAVELTIME I I I I 5,75 5.50 I 11.25 I TotllI travel dmc (orthlua.k 1- 1-1- -1---:'1- - -1- . I I SUB.TOTAL HOUR SUBORADE STAKINO (BLUE TOPS): I 1,001' 1.00'1 2,00""" 300-1 2..1> 1" n,o""" 0,00 f"" 0,00 -r ~ <!::J,2.$ , '1],2' SUB.TOTAL HOURS ISUBORAOE STAKlNO (BLUE TOPS): .A - -1-1-1-1-1-1-1-1-1 I !tl SIDEWALK.CURB&OlmnRSTAKINO I I 1 I I I I 1 , I ~ Chlmacum RoM LEPT 14'OX2-2,900 I 0,00 1 0,00 , 0.00 1 2.00 I 13.00 I 13.00 1 0,00 I 0,00 , 28,004 >oJ. Chlmacum ...'" RJOIIT 1I.'X2.',3'4 1 0.00 I 0,00 I 0.00 1 2,00 I 11.00 I 11,00 1 0,00 1 0,00 I 24,00 '1' '" . 1 1 I 1 I I , I I I ~ CALCULA nONS AND NOTE RIlDUCTIONS I 0.00 1 1.00 I 0.00 1 2,00 I 2.00 I 2.00 1 0.00 1 0,00 I 1,00 1" -:1 I I I I I I I , I I I TRAVEL TIME I I I I I 6,50 I 6.50 I I I 13.00 1" Tolll myel lime (or ,hi. ta.k 1 I-I-J.,.--I-I--I-----I---I--I-----I .1 OTALHOUIlS SIDEWALK. CURB & OUTTERSTAKlNa: I 0.001 1,001 0,001 ..00-( 32.'0-( 32,'0""" 0,00-( 0,001_7Z I ....12,00 SUB.TOTALHOURSISIDEWALKSTAKINO: ~____. 1--1-1-1-1--1-1---1-1----:=:....1 ~ DRIVEWAYSTAKINOICALCULATlONS & NOTE RIlDUcnO 1 0,00 I 1,00 1 1.00 I 1,00 I 1.33 1 1,33 I 0,00 1 0,00 I 11."01' iii I , 1 I I I I I I '" ~ TRAVELTIME I 1 , 1 I 1.13 1 I,ll I I I 3..' I Tocal.."lIlm.rerlhl,,"k ~I-----.._-------I---I'-)-I---'I--I-I-I-I--I I SUn.TOTALIIOURS DRIVEWAYSTAKlNa: I 0.00 1" 1.00 I 1.001 1,00 1" ..1.1" .,16 ( 0,00 1" 0,00 1"-2/ J) I '11.31 SUn.TOTALIIOURS IDRIVllWAY STAKINa, 1 ._______1_1-;--,1_1_1__1__1__1_.1' I 7/13/9' rnpPERtlON l.'OUNTY ENaINP.BRB II!IT1MA 1n 1 ~--. ItI. Dl- ~'~.,.....1Will1ll -......---- -, T - 11"'-- -:- ...- -,--- ..~,- _.EIIJIRP.II:'!-----ua:I __ --..~~ m 'UI _G o o 1 .~ -- .. " o '\ " :z ~.-;. .....Zl ~~l en Cl i ffi!:l!1 -' I- I ~~I w.. l ;,;';,;" ,;D.:;':'.o;:;':i~'./".::;:,~::;'-<l!."",~";,~,....,;~.",~,..."....""., '.,...,.,-".__.__.~,._-,-- .. COUNTY ROAD PROJECl' CR0953 CHlMACUM ROAD CONSULTANT WORK SCOPE C09T FSJ'IMATE WORKSHEET fOR CONSTRUCfION SURVEYING I l~l-l~l-l~i-i-l-l I I TASKS I in I Projecl I Land I Office I Surveying 1 SurveyfnB I Cadd 1 Cleriw I I I I Chuse I Man'l" I Surveyor 1 Swvcyor I Tech. I Tech. I I I ESTIMATED I I 1-1--1-1-1-1-1-1-1 1 I LADOR REQUIREMENTS 1 $44.$9 I $29.3] I $27.02 I $22.69 I $19.'2 I $14." 1 516.'4 1 $11.'0 I HOURS I I I P"Hour I Per Hour I Per Hour I Per Hour I P"Hour I P"Hour I P"Hout I Per HoW' I I I 1-1--1-1-1-1-1- I I SURPAClNOSTAKlNO(ORAVELBASE-REDTOPS) I I I 1 1 1 1 I Chlmlcum Road 18'0' 0.00 I 0,00 0,00 I 0,00 I 9.00 I 9,00 I 0.00 I 0,00 11.00"f I rnd~d~ ~U ~I ~OO ~ool ~OOI ]_1 3~1 ~OOI ~ ~OO~ I NcwOld H.dlock Ro.d 127' 0,00 I 0.00 0.00 I 0,00 I 1.00 I 1.00 1 0.00 I 0.00 2.00 If ~ ~;::.~::'nu. 100;" ~: : ~:: ~:: : ~:: : ::: : ::: : ~:: : ~:: :::1 ~ Morrl,.ey Avenue 100' 0.00 I 0,00 0.00 I 0.00 I 1.00 I 1.00 I 0.00 I 0.00 2.00 l' ':'J Church Lane 100' 0.00 I 0,00 0.00 I 0,00 I 1.00 I 1,00 I 0.00 I 0.00 2,001" 01 p.rklng Loll 622' 0.00 1 0.00 0.00 I 0.00 I 4,00 I 4,00 I 0.00 I 0.00 8.00 1 ~I CALCULATlONSANDNOTERIlDUCTlONS 0.00 1 1.00 1,00 I 2.00 I 2.00 I 1.00 I 0,00 I 0.00 7.001 .....~ '!RAVEL TIME :: : '.75 : "SO: : 1 11.2' + Total nmlllm. !orlhl"..' 1- -1- -1-1-1-1-1-1--1 ./ 1 SUB.TOTALHOURS STAKlNO (ORAVEL BASE)' o.ooof 1.00 of 1.001 2.004 2..75-r 21.'<>-1' 0,001' 0.001' ~ '0.2.5' 60,2$ SUB.TOTALIIOURSISTAKINO(ORAVnLBASE): I: -1--1- -1,- --1-1-1--'1 .1 SURFACINOSTAKlN(I(CSTC.YELLOWTOPS) I 1 1 I 1 I I ~ Chlmlcum Ro.1I 18'0' 0.00 1 0.00 I 0,00 0.00 I 9,00 9.00 I 0.00 I 0.00 I 18.001 :t:i Old lI,dloo' Road S46' 0.00 1 0,00 I 0.00 0.00 I 3,00 1,00 I 0.00 I 0.00 1 '.00 1 ~ ~::.~::::dIOO' '":;\, m ~:: : ~: : ~:: ~:: : ::: ::: : ~:: : ~:: : :::~ ~l B1.n~ho Avcnuq 75' 0.00 I 0.00 I 0,00 0,00 I 1.00 1,00 I 0.00 1 0,00 1 2,0d"'1 \bl Momuey Avenue 100' 0,00 I 0,00 1 0.00 0.00 I 1.00 1.00 I 0.00 I 0.00 I 2,001 '=1 Church Line 100' 0.00 I 0.00 I 0.00 0.00 I 1.00 1.00 1 0.00 I 0.00 I :1.00 'I 1 I 1 I 1 I 1 I 1 CALCIJLATIONSANDNOTEREDVCTIONS 0,00 I 1,00 1 1,00 2,00 I 2.00 1,00 I 0,00 I 0.00 I 1.001 1 I 1 I I 1 I J.. l'rRAVJ!LnME I 1 I I 4." ".50 I f I 9,25 I Total trlVC!lllme(orlhlllllk 1"_'_' -----.-1-1-1--- -1--1-).-1-1 1 V- I SUn.TOTAL 1I0URS STAKINO (eSTe): I 0,00-( 1,001 I.oo-r 3,00 1"" 23.151" 22,'0 1 0.001' 0,00""" __ ~ F 1 ~0.2' SUB.TOTALIIOURSISTAKINO (CSTC): 1___________.___1.__1__1__1_1__1_1_1_1 ~.:.L'I 7/13105 JRPpnRJlON COUNTY nNOINRnRS lL'lTIMATB Icr ~v T- -..--- - T ',,.---- ___ 1--- ~ -----.-- ----;yTl~. _ _iii !!iillil:fllF"'" 1 --- --..-...... ~ 0, o t ..~ 'i ~ .. " o '. '\ " z ~....: I-ffi a::::E ~a do (/lO (/lW ~~I ~ 0 ~ti.\:;'!..:;.:;::;;.:;:';(~c:';,1..41'~',~M'{.Illttl<"""~__..~,....__~_,~~___~"_,__H"~:.._....::.-:.:.._.___-., ~ COUNTY ROAD PROJECT CR09S3 CHIMACUM ROAD CONSULTANT WORK SCOPE COST ESTIMATE WORJ<SHEET FOR CONSTRUcnON SURVEYING I ~i-i~i-i~i-i-i-i I I TASKS in I Projecl I Land I omu I Surveying I Surveyina I Cadd I Clerical t I I Charge I Man.ger I Surveyor I Surveyor I Tech. I Tech. I I I ESnMA TED I I -1-1-1-1-1-1--1-1 I I LADOR REQUIREMENTS $44.59 I 529.33 I $27.02 I $12,69 I $19.52 I $14.57 1 $16.54 I $11.50 I HOURS I I Per Hour I Per Hour I Per Hour I Per Hour I Per Hour I rer Hout I Per Hour I Per Hour I I I -1--1--1-1-1-1 I I PRELEVELLlMlTMARKINO-"tobedoneundcrpavemenhlwc I I I 1 I I I I Chlm.cum Road 0 0.00 I 0,00 0,00 I 0,00 0.00 I 0.00 1 0,00 I 0.00 I 0.00"'" I Old H.1I1ock Road 0 0,00 I 0,00 0,00 1 0.00 0,00 , I 0,00 I 0.00 I 0,00 I 0.00" I Lawn Sr. 0' 0,00 I 0,00 0,00 I 0.00 0,00 I 0,00 I 0,00 I 0.00 I 0,00;;': : ~:~:e:~~U;ua : ~:: : ~:: ~:: 1 ~:: ~:: : ~:: : ~:: : ~:: [ ~::1 I Church Lane (1 0,00 I 0.00 0,00 I 0,00 0,00 I 0,00 I 0.00 I 0.00 I 0.00 1 : CALCULATIONS AND NOTE RIlDUCTIONS 0,00 : 0.00 0,00 : 0,00 0,00 : 0,00 : 0.00 : 0,00 : 0.00 f I I 1 I I I 1 I I TRAVEL TIME I I 0.00 I 0,00 I I I 0.00-1 Total travel dme ror thl. t..k 1 1-1- -1- -1-1-1--1 1 1 SUB.TOTALIIOURS PREI.EVELMARKINO: I 0,1101' 0.001 0.001 0,001' O,OO-r 0,00-1' O,OO-r 0,00-(_ .... 1 ....,00 SUB.TOTALIIOURSIPRELEVELMARKINO: I:. 1-1-1-1--1--1-1-1-1'1 I STRlPINO AND TRAFFIC CONTROL .' 10 be den. by County f.r I I I 1 I I I 1 I I Chlm".m R<>Id 0 0.00 I 0,00 I 0.00 I 0,00 1 0.00 I 0,00 I 0,00 I 0,00 1 0.00 (' I Old lIod'ock Rond 0 0,00 I 0,00 1 0.00 I 0,00 I 0.00 1 0,00 I 0,00 I 0.00 1 0.00 j I N.w Old lIodlock nood 0 0,00 I 0,00 1 0.00 I 0.00 1 0.00 I 0,00 I 0.00 I 0,00 1 '0.00'1 I Lawn S.... 0 0,00 I 0,00 1 0.00 I 0.00 I 0.00 1 0,00 I 0,00 I 0,00 1 0.00 1 I DIlll1c:ho Avenuo 0 0,00 I 0,00 I 0.00 I 0.00 I 0.00 I 0,00 I 0,00 I 000 I 0,001 I Mom.tcyAvenuo 0 0,00 , 0,00 I 0.00 I 0,00 I 0,00 I 0,00 I 0,00 I 0,00 I o,oo~ I Ch.rch Lon. 0 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 I I 1 I 1 I I I I 1 I 1 CALCULA TtONS AND NOTE RIlDUCTIONS 0.00 I 0.00 I 0,00 1 0,00 I 0,00 I 0,00 I 0,00 I 0.00 1 0.00'1 I I I 1 I I I I 1 ) 1 TRAVEL TIME I I I 1 0,00 I 0,00 1 I 1 0.110 I T.1I1 Ira.,1 dm. f."hl. ...k I . 1--:---1-1-1--'--1--1-1-1'-1 I I SUB.TOTALIIOURSTRIPINO AND TRAFFlCCONTtlOL,f 0,00.. 0,001 0.001 0,00 r 0,00;-0,00 r O,OO-r" 0.00 f' ~ 0 I '11.00 SUB.TOTALIlOURSISTR1PINO..TRAPnCCONTROL: 1----. 1-1-1--1-1-1-1---1-1 I I SETSIONPOSTLOCATIONS..lobedonobyC..ntyf....'. 1 0,00 I 0,00 1 0.00 I 0,00 1 0.00 I 0,00 1 0,00 I 0,00 1 0,001 I 1 ' I I I I I I I 1 J, 11'RAVELTIME I I I I I 0,00 I 0,00 I I 1 0.00 I Toll' ",.,ltlm.f01'lhllluk I 1--1-1-1'-1-1-[--1--1 I I SUn.TOTALIIOURS SIONroSTLOCATtON: I 0,00.r' 0,00.v 0.001' 0.001' 0,000( o,ro1 0,001' 0,001 ~ <::> I -'b.00 SUB.TOTALIIOURSISIONPOSTLOCATlON: I .-1----1--1----1--1---1----1-1--1-.---1 7tWOS JRFFERSON COUN'N ENOINEnll!l EBT1MATE . .' . .- ',... :::iJlQj -- -~-w -- '1",.,-- '[ ~~___r:'_. ~___.___ ...---.. -.~ ---~--- - -. o -- o -~ t..:; .. . , o '\ , z <e' :I:~ I-w a:;:E ~:;) -'u uO cnO cnW w:I: -'f- cnu. :;~I " COUNTY ROAD PROJECT CR0953 CHlMACUM ROAD CONSULTANT WORK SCOPE COST ESTIMATE WORKSHEET FOR CONSTRUCTION SURVEYING I i~i-i~i-i~i-i---i I I TASKS I in I Project I Land I Office I SlU'IC)'ins I Surveying I Cadd Clerical 1 I I I ctwsc I MlnftgCf I Surveyor I Surveyor I Tech. I Tech. I I I ESTIMATED I 1 1-1-1-1--1-1--1-1--1 I 1 LABOR REQUIREMENTS J $oW,59 I $29.33 I $27,02 I $22.69 I $19,.:52 I $14.57 I $16,54 I $11,'0 1 HOURS I I Per Hour I Per Hour I Per Hour I Per Hour I Per Hour I Per Hour I Per Hour I Per Hour 1 I 1 -1-1-1-1-1-1-1-1 I I ST AKINO PENCE LOCATIONS. "10 be done by County (orce." 0,00 I 0,00 I 0,00 I 0,00 0,00 I 0,00 I 0.00 I 0,00 I O,OO.-r ! I : : : 1 0.00 : 0.00 : : : 0.00 hetal ..vel dm. ronhl. ...k ~:TRAVELTlME _1__1_1_1___1__1_1_1 I \ 1 SUB.TOTALIIOURS STAKINO FENCE LOCAnONS. 0.00 l' 0,001 0,001' 0.00"" 0,00-1' 0.001" 0.0001' 0.00'1' ~ t9 1 '<>,00 SUB.TOTALIIOURSISTAKINOFENCELOCATIONS: 'I -1--1-1--1-1--1-1--1 I ~-l STAKINOltRIVATESIONLOCATlONS."lobodtmebyCounty 0,00 I 0,00 I 0,00 I 0,00 I 0,00 I 0.00 I 0.00 I 0.00 I 0.00"1 ; : TRAVEL TIME : .: : : 0.00 : 0.00 : : : 0.00 1- T...I ..vel dm. '."hl. ...k I -1-1-1-1-1-1--1-1 1 ~ I SUB.TOTAL HOURS STAKINO PRIVATE SIONS: 0,00 -t'" 0,00 l' 0,00 l' 0.00 l' 0,001" 0.00 -( 0.00-( 0.00-1" --'" '" I Va.OO SUB.TOTAI.1I0URS I STAKINO PRIVATE S10NS I 1-1-1-1-1-1-1-1-1 I I RF.STAKINO(ESTIMATE) I 0.00 I 1.00 1 2,00 I 2.00 I 4.00 1 4.00 I 0,00 I 0.00 I 13.001 ~I I I 1 I I 1 1 I 1 I I TRAveLTIME' 1 I 1 I I 1.00 I 1.00 I I 1 2.00 rT...I....I'lm.r."hl....k 1-" 1-1--1-1-1-1-1-1-1--1 ... 1 SUB.TOTAL 1I0URS RESTAKINO: I 0,001 1.001' 2,00 l' 2.001' '.00..,.- '.001 0.00..,.- o,ooiY ~ IS: _ I 15.00 SUBoTOTAL !lOURS IRESTAKINO: 1:.--- --1-1-1-1--1.-1-1-1--,--1 I I PIEI.O ORADE C!lECKS FOR UNDEROROUND CONPLlCTS I 0.00 I 2.00 1 1,00 I 1.00 I 4.00 1 4,00 I 0,00 I 0.00 I 12.001' : TRAVELTIME ::' : : : 1.00: 1.011': : : 2.00rT...I..voldm.r.rohl""k I - 1-1-1-1--1-1-1--1-1 1-" I SUB.TOTAL 1I0URS ORADR CHECKS U,Q, CONFLICTS: I 0,00 of' 2,001 1.00 1" 1,00 -r 5.001' 5.00'1 0.00 l' 0.001"_ ,"'.0<> 1 14.00 SUB.TOTAL !lOUR I ORADE C!lECKS FOR U,O, CONFLICTS: 1:---- . 1_1_1_1__1_1_1_1_1-"- I 1 ENOINEERINO DF.sIONICONSTRUCTIONCONSULTATION I 0.00 I 16,00 I 0,00 I 0,00 I 0.00 I 0,00 I 0.00 I 0.00 I 16.00 l' , I I I I I' 1 I I I 1 J. I TRAveL TIMP. I I 4.00 I I I 0,00 I 0.00 I I I .1.00 I Tot,1 tnlvclltme for lhl, tuk ,1---..--_.-----1-1-1--1--1-1----1-1-1--1 -" :.1 AL 1I0UIl.I PoNO. DP_'iONICONSTRUCTIDN CONSULTATION I 0,00 l' 20.00"(" 0,001" 0.001' 0,00 of' 0,00-( 0.0111' 0.00-(_ :20... I 20.00 SUn.TOTAL !I0URI.NO. DESIONICONSTRUCTION CONSULTINO , 1-----.-----..----.. 1---1 -I -.1-1--1 --1-'-1 -I I ...1 PERFORM 'AS CONSTRUCTED' SURVe,' OF IMPROVEMEN I 0.00 I 2.00 I 2,no I 2,00 I 10,00 I 10,00 1 0.00 I 0.00 I 26.00.( I I I I I I I 1 I I .l- I TRAVel. TIME I I I I I 2.'0 I 2.'0 1 I 1 ',00 I T"al ...,lIlma r."hl,,"" 1.----.-.-...-..------1---1 --I --1'-1-:---1 -- j.-I- Y I/... 1 SUIl.TOTAL !lOUR AS CONSRUCTED SURVEVS: 1 0.00 l' 2.001" 2,00-( 2,00.v 12.50-(' 12,10-1 0,001.('" 000, --..'" I 11.00 SUn.TOTAL !I0UIl.I I PERFORM AS CONSRUCTED SURVEVS: 1..-..--.-----...-..----.---1 __I __I -- I ____._1 __I __I ---,I --I ,alroo I "13/" IIIFFIIRllON COUf'olfY PNOINHHR'Il!ITIMAl'B t.1.!~'I.':,i ~~~';;r' ,',~. ; w --' Yj:;;~;,ifiA~;r/6~~ii;:~.{j,!I~(i;:!*;?fji,~;,riiiF::~~~~;~s~;i{~~JfY~,1;t:k~?~~{i.~;{?:\:;~,f!1~1~~;iM~"~t;!}E;bS. . :~<:;;'~- ~'l"i fr 17"1.:'[1/"- ~'i,,1., '1"';1' r-tfT< ~/' ". :-,1'''-; "',,'.X. 'I,;-v'f I"';f l:' I. "'" ~ ',' ; ~;'-'; ',. >. ,,'" '>',", ':'.t.v",;'.,-,.~J .''\';\ ~'i;:!" .' ,,";:',,'\ ~.\'- "~"':"'l'-"':;':-"'I">'''i'...:,~; 'N,::~\;:,~~:'I,~jE~:B"F{~J7{);~::.~};il/:~~~:t:i~TJ,~~~t;:~';~:~;.~{I3::.;;~i~:~; 5:y~,.~~}~tiXi;:>::;;-:~~t::~E:;!1 {0~E~~~~</i~~,;::~~:::,q~:;~~~~~;i~t~';:~t5;\~ft!::~':;:t~&~j{~~~';~~~. ~ o <IIIIIIIt>BID o <' ~~ '" .. " -,,' o \ '\ " "":.,,' z , <...:' ::I:z\ I- w' ~:q ~al' dg en ffi ~ I .... I- , ~~I w I COUNTY ROAD PROJECT CR0953 OUMACUM ROAD CONSULTANT WORK SCOPE COST ESTIMATE WORKSHEET FOR CONSTRucnON SURVBYING I~i-i~i-i~i-i-i-i I TASKS I In I PtoJe<:t I l.and I Office J SUl'VC)'in, I SUI'VClylns I Cadd I Clerical I I I CIIqCl I Manaacr I Surveyor I Surveyor I Tech. I Tech. I I I ESTIMATED I /--1-1-1-1-1--1-1-1 I LABOR REQUIRIlMENTS 1 $44.59 1 $29.33 I $21.02 1 $22,69 1 $19.'2 I $1'.>1 1 $16,54 I $11.'0 1 1I0URS 1 I Per Hour I Per Hour I Pct Hour' I Per Hour I Per l'lour I Per Hour I Per Hour I Per Hout I I /-1-1-1-1--1-1-1-1 1 PREPARE RJ!CORD DRAwtN05 OF COMPLETED FAClLmes I 1.00 I :z.OO I 4.00 I 6.00 I ".00 I 2.00 I 62.00 I 2.00 I 13.00 J. (Includel transfer o( drawlnSI to county on disks) I I I I I 1 I I I I TRAVEL TIME I 1 I I I 2.00 I 2.00 I I I 4.00 ~otal tBvel dme (or thl. tuk /-.1-/-1-1-1--1-1-1 ..L. SUB-T01'ALIIOURS PRIlPARERIlCORDDRAWINOS: I 1.00'(" 2.00-( ',no.-j ..00 -r 6.00'1' ..00'1" 62.00<1- 2.00-r ~ 6;:0" 1 S1,OOSuo.TOTALIIOURSIPRIlPARERECORDDRAWlNOS: 1--1--- -1--/.-1-1-.--1- --'--I MONUMENTATION:R.r., u:t.troddlcn,eonc. c:ore. & w1rcorCIU I I I I I I I I Old Hadlock Road, P.I. HOt5.. I 0.00 I 0.00 0.25 I 0.00 1 2.00 I 2.00 I 0.00 I 0.00 ...:15-1 Old Hadlock llood. (AnSle PoInl) 112+12.... 1 0.00 I 0.00 0,15 I 0,00 I 2.00 1 2.00 I 0,00 I 0.00 '.15 '1 Old Hadloek ROld, P.I.f10+98.61-H3+78.33 I 0,00 I 0,00 0,25 I 0,00 1 2.00 I 2.00 I 0.00 I 0.00 ...25~ ~ ChlmacumRoad, P.I.CJ+"3.69(IWlltlnamon.) I 0.00 I 0.00 0,251 0,00 I 2.00 I 2,00 I 0,00 I 0.00 ...25"'1 a Chlmlli:urn RolId, (Anale Polnl) C4 tBl.69 0.00 I 0.00 0.25 I 0.00 I 100 I 2.00 1 0.00 I 0.00 ".25'1 ~ ~:::::::~ ::l: ~~'::~3 ~:: : ~: ~:~ : ~:: : ~:: : ~:: : ~:: : ~:: ::~:~ ~ Chlm..... Road, P.1. CIS_,S. 0.00 I 0,00 0,2' 1 0.00 1 2.00 I 2,00 I 0,00 I 0.00 4.2'''J ~I ChlmlCumRead, P.I. CI1+42.10 0.00 I 0,00 0,2' I 0.00 1 2.00 I 2,00 1 0,00 I 0.00 ..15"1 I'l' ChlmlCum R..... p.r, CIS+lO,OO 0.00 I 0.00 0.15 I 0,00 I 2.00 I 2.00 I 0.00 I 0.00 ..2'''' I I I 1 I 1 I I 1 CALCULATIONSANDNOTERI:DUCfIONS 0.00 I 1.00 2.00 I 2.00 I 2.00 I 2.00 I 0,110 I 0.00 9.001 : TRAVEL TIME :: : '.50 : 5.50 :: 11,00" To_I .....1 dme ;o"hl""k I -1- -.-1-1-1----1-1--- I I SUB-TOTALJlOURS MONUMENT SETrINO: I 0,00.( 1.00 <( ..'00( 2.00 <r 21,50 f"' ~1.50'1" 0,00,..... 0.00-( ~ 62.. $"0 I "-2.'0 SUB.TOTAL HOURS I MONUMENT SETrINO: 7/13/91 IEPPBRSON COUI<1IY UNOINnBIUlII9TIM^ Tn