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ROAD CROSSING <br /> PIJMPED WA R7-'- - , I 1�1 1 111 <br /> GATa TEMP— 0 FARMERS WATER,l(`APfTOX,l_b SITE <br /> CONSTRUCTION 0 (APPROX LOCATION) DENVER WATER <br /> EASEM <br /> + 1600 West 12th Ave <br /> D­.Coimado 80204-3412 <br /> T.303.628.6000 <br /> -7 60 4 F:303.628.6551 <br /> 'A 00 <br /> CONSULTANT <br /> TRANSFORMER <br /> 4LL-23 (APF.ROX-LOCATION) <br /> TRAN SFORMER <br /> (APPDX <br /> OVERHEAD ELECTRIC <br /> R LOCATION) D E E R E & A U L T POWERuNE <br /> L K -BORROW STOCKPILE <br /> f BORROW C_ <br /> C-14 <br /> STOCKPILE ^ <br /> ii r ELEI <br /> � <br /> IC LINQ <br /> MARTIN MARIETTA <br /> ATION) <br /> 0111-016 <br /> I (APPR <br /> J, -4 PLAN WEW <br /> �7 <br /> 45+00-Ak <br /> I�6�5+01c) ------- 0 150 300 <br /> = '7� <br /> j) jili�' SIN- S 1 <br /> QLL-23 <br /> ANADARKO SCALE IN FEET <br /> J,; <br /> YYY I' <br /> 19, (4 GAS LINE) <br /> (APPROX LQCiATIOIN�--, <br /> 4 1 <br /> r LUPTON LAKE (NORTH) <br /> LL-20 <br /> LENGTH 9163 LF <br /> 5 <br /> LUPTON LAKES <br /> AREA 87.5 ACRES <br /> j NORTH CELL <br /> A <br /> 40+00--A,,` <br /> GROUNDWATER CUTOFF <br /> �*,-M+00 <br /> WALL <br /> < <br /> ANADARKO <br /> PROP FENCE <br /> LL-19ji LOCATION I <br /> ANADARKO <br /> TANK BATTERY <br /> T <br /> ELECTRIC LINE <br /> MARTIN MARIETTA -EX FENCE REFERENCE: <br /> CONSTRUCTION STANDARDS 2014 <br /> > (APPROX LOCATION) CAPITAL PROJECTS <br /> /D,igB,sin�s,ithUs/En <br /> ; <br /> '1 gine�*mgO�riew/CPCS <br /> • 'y <br /> F 75+00 ! <br /> 11! THIS DRAWING IS BASED ON THE---- <br /> I \ I_,,_ JQLL 17 <br /> N COORDINATE SYSTEM <br /> C-1 3 �_TEMP <br /> X, <br /> z N P <br /> "I� <br /> qT CONSTRUCTION <br /> EASEMENT <br /> /C STRUCLI16N <br /> of y i EASEMENT <br /> < <br /> f. <br /> L0 <br /> DID <br /> Z5+00 <br /> Ins <br /> C-13 TH <br /> ,PARKING G <br /> B BASE <br /> ---- ---- <br /> '(BASE <br /> COURSE <br /> 30%SUBMITAL FOR COMMENTS <br /> z J No Dote Description <br /> 49 <br /> Fkls NG CONVEYOR <br /> If <br /> < Q <br /> ------\ REVISIONS <br /> 80+00- 1 1 1 , � ­1 1/ --- It!, -_ -- -1 0 7 <br /> I i - - - " 01 ---- - -- 0+1 <br /> C-1 1 -- - <br /> — VERIFY SCALES <br /> I- - - <br /> jj <br /> 04- <br /> v BAR 15 ONE INCH ON <br /> ORIGINAL DRAWING <br /> 0 1" <br /> g IF NOT ONE INCH ON <br /> 'n <br /> THIS SEET.ADWS7 <br /> NG 1 iV Q SCALESH ACCORDINGLY <br /> PT NOI. <br /> B N <br /> o TIE TO E <br /> C­1 3 <br /> DRAVA BY. BDC <br /> SLOPE A 1 C-1 3 <br /> TIE TO <br /> CA 3 LL-14 CHKD BY. DHF <br /> C-14-,,j". EXISTING SLOPE 4900 <br /> I JC-1 4,j <br /> CHKD BY: C,*j <br /> ASPHALT PARKIN TIE TO <br /> EXISTING APPDBY: <br /> I"will NG ROAD-clqOSSI ROAD CROSSING <br /> SLOPE <br /> 0LL 4900 —4900 DATE: ---- <br /> � <br /> Q _ 4 CONTRACT: 16402A <br /> AS-BUILT DATE. <br /> IIN AS-BUILT BY. <br /> ------ LL-4 <br /> _q�, AL�W-- - <br /> C, 'F DRAWING MILE <br /> SE C, SE- <br /> /4 Col SEC 18 <br /> EX CONC DITCH <br /> N DITCH \L-EX !ONC DITCH r ROAD CROSSING N: SITE AC�PtS_/ <br /> 8 <br /> o SITE ACCESS OVERHEAD SITE PLAN <br /> OVERHEAD ELECTRIC SITE ACCESS <br /> rn PO RUNE CONVEYOR <br /> 130% DF:ZAff <br /> C-2 <br /> r�M_7 4 OF 20 SHEETS <br />