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• PP 07_08 <br /> s -4 214 -- <br /> •# "� � '' " -�1• �,� SURVEY PROJECT CONTROL GENERAL NOTES: DENVER WATER <br /> S ! 1600 We,t 12tN Ave ri NORTHING EASTING ELEVATION DESCRIPTION 1. THIS SURVEY CONTROL DIAGRAM DOES NOT REPRESENT A BOUNDARY SURVEY OR o.n.,colwoeo eo2o4 3a12 <br /> TITLE SEARCH PERFORMED BY DE <br /> NVER WATER. THERE MAY EXIST EASEMENTS T:303.62 6ODo <br /> 4936.77 CP DW 2-1"AC PLS 3C832 AND OR OTHER ENCUMBRANCES AFFECTING THE PROPERTY THAT ARE NOT SHOWN oe,3.62ts 51 <br /> y a zlrli 259534.35 190482.27 \ <br /> 259794.04 193914.10 4941.388M NGS P-391 HEREON. <br /> 44 } 2. BASIS OF ELEVATIOW ALL ELEVATIONS ARE NAVD88. PROJECT BENCHMARK IS CONSULTANT <br /> 262168.58 193165.08 4934.57 CP 0W 4-1"AC PLS 30832 DESIGNATION NGS P-391 AS DESCRIBED AND PUBLISHED BY NGS. <br /> 254374.05 193222.80 4950.15 CP OW 5-1"AC PLS 30832 ELEVATION = 4941.38 (NAVD88) <br /> 3. THIS PROJECT IS ON A MODIFIED STATE PLANE COORDINATE SYSTEM NAMED DEER E <br /> , •Y t 1r t 251898.88 193707.11 4957.28 BM NGS 48 & A U L <br /> "FT LUPTON GRID'. <br /> 253153.65 191321.12 4951,47 CP NGS U85 MP237.85 ZONE: NORTH <br /> TRUNCATION N <br /> ' • ' 1 + 270118.30 193796.38 4925.96 BM NGS T 260 TRUNCATION EORTM12999890p <br /> P <br /> fy 1.0004 <br /> 153971.03 207841.15 5222.31 CP NGS BRIGHTON 2 UNIITS: USCALE SURVEYCFEET(US T) <br /> 259456.29 191754.20 4938-27 CP DW 20 p5 Rebor 4. TO CONVERT FORM STATE PLANE COORDINATES TO FT LUPTON GRID COORDINATES: <br /> 252999.88 19?098.22 4933.16 CP DW 22 ,y5 kebar (STATE PLANE EASTING IN USFT- 29998 ) 1.00024 = METRO GRID EASTING <br /> (STATE PLANE NORTHING IN USFT 1000060) ' 1.00024 METRO GRID NORTH <br /> • .^ „_ - S 42,4-1 AC ALPHA <br /> 90 ' <br /> y'yi>�•' y CP DW 22Rebar 5 CP PS CA' 4 64861.00 190532.23 4916.78 of q 71,Q17 100Q <br /> x <br /> * i L 261373.81 193132.31 I 4935.09 PP 03_08 <br /> 257571.48 1.9D605.72 I 4934.48 PP 04_08 <br /> •4 it. 'S'•` �"' �t_ 257801.56 193182.78 i 4943 55 PP 05_08 <br /> '• f , " 4 j 254347.98 190205.18 I 4931.68 PP 06_OB <br /> PP CS_08 •,.. ! c !� T PP 0308 ➢ <br /> �"> 1 r -- _•�l 264966,03 187061.35 1 4911.98 PP 07_08 <br /> •i �{ • e""'�4 261373.42 186925.74 1 4919.15 PP 08_08 <br /> LUPTON I 257497.44 187266.32 1 4925.78 PP 09_08 LUPTON LAKES <br /> if yr* LAKES {\ 254327,59 1 187237.34 a931s4 PP 10_08 NORTH CELL <br /> NORTH <br /> F t GROUNDWATER CUTOFF <br /> ,t r r _ _ WALL <br /> .• 'h _ - ` . <br /> i{e j <br /> •.O'�• a{ f• � t.' :�-■ `\ BM NGS P-391' <br /> ,r• a +. r.� - r LEGEND: <br /> Vic- OW-20 Rebar 5 CP 7 <br /> DRAWING INDEX PROPOSED SLURRY WALL ALIGNMENT <br /> l <br /> *i <br /> g f r f =T I DWG NO DWG TITLE SHEET NO o <br /> 0 <br /> G-1 COVER SHEET 1 0 REFERENCE: <br /> G-2 SURVEY CONTROL & LEGEND 2 AL PROJECTS <br /> o WT CAPITAL o • �' $ - C-1 EXISTING CONDITIONS 3 --------woo------- EXISTING CONTOUR (5' INTERVAL) CONSTRUCTION STANDARDS 2014 <br /> •i ' t _ w.Cenver tw.wg <br /> C-2 SITE PLAN 4 /0o 98,sne switnus/Englne ing0w,ew/CPCS <br /> `"'• M '` wao PROPOSED CONTOURS 5• INTERVAL•a Jo '. ,� .- _ v.; � � � I T C-3 SLURRY WALL PLATFORM CONSTRUCTION SOUTH HALF 5 ( ) 1gIS�RAIWNG IS BASED ON THE---- <br /> ¢ CO DINATE SYSTEM <br /> �� _ ''�• J q -,.y C-4 SLURRY WALL PLATFORM CONSTRUCTION NORTH HALF 6 ,665 TOP OF BEDROCK CONTOURS <br /> c0i i" ✓�� �, � � ' _ � CP GW_ _.. r. 1 � C-5 SUMMARY LOGS LL-1 TO LL-9 7 (2' INTERVAL) <br /> C-6 SUMMARY LOGS LL-10 TO LL-18 8 <br /> cGGf v . <br /> r C-7 SUMMARY LOGS LL-19 TO LL-22 PROPERTY LINE 0 <br /> APP 64 C8 I _ '' y� I <br /> t g,'' - _ z C-8 SLURRY WALL PROFILE 0+00 TO 20+00 9 <br /> r, <br /> x x x EXISTING FENCE <br /> L c� 4 y'S► t -' �I - �T�bN • � - � C-9 SLURRY WALL PROFILE 20+00 TO - <br /> 40+00 1p � <br /> o, • ! • ___ ____ <br /> - _ C-10 SLURRY WALL PROFILE 40+00 TO 60+00 71 <br /> v , LAKES L c c EXISTING GAS LINE 7 <br /> ea. k T•+�+.na t C-11 SLURRY WALL PROFILE 60+00 TO 80+00 <br /> _ F ? e<< •�y «' ''iW'.- '^T""�Iq."' SOU TK C-12 SLURRY WALL PROFILE 80+00 TO 91+63 13 Q 5/10/16 30%SUBMITAL FOR COMMENTS <br /> a �P "& au �+---l8.EXISTING OVERHEAD ELECTRIC <br /> �? �''� C-13 CONSTRUCTION PLATFORM CROSS SECTIONS 0+00 TO 45+00 14 AND POWER POLES No Date Description <br /> C-14 CONSTRUCTION PLATFORM CROSS SECTIONS 45+00 TO 90+00 15 <br /> r-"� -C 1'• '" `e ,•1,:;' �, - _ / _ ( C-15 WCR 8 DRAINAGE PLAN Ar ''ROFILE 0+00 TO 9+00(PENDING) 16 <br /> 15 -UE -UE -UE EXISTING BURIED ELECTRIC LINE REVISIONS <br /> a + > /" "? -1� C-16 WCR 8 DRAINe': eLAN &PROFILE 9+00 TO 19+00 f'-LADING) 17 <br /> C-17 Wry o DRAINAGE PLAN & FF�FILE 1P+^^ CONSTRUCTION EASEMENT <br /> _ cb+40 (PENDING) 1e VERIFY SCALES <br /> t C-18 DETAILS 19 SECTION ID BAR IS ONE INCH oN <br /> 1 r <br /> o J� �•�6� y, 7 C-19 FENCING PLAN PENDING A -- CROSS SECTION <br /> 20 , 13 oaIGINAL 08AvnnC <br /> L`_ • .,Iq - `` T' 3 (PENDING) SECTION C <br /> M 1" <br /> `�I ^� .� SHEET N IF NO'^NE INCH <br /> a • *� a - {,• '. • THIS SH-...'•.ST <br /> EXISTING STRUCTURES -AL.LS ACCORDINGLY <br /> PT NO: <br /> .«) <br /> { I LL-10 DRAWN BY: BOC <br /> 0 BOREHOLE (BY DEERE & AULT) <br /> � CHKO Br: DHF <br /> '� l •<r��-{ �S •. B-Z CHKD BY: CJH <br /> c _ __ <br /> f A BOREHOLE (BY OTHERS) <br /> o • 7S . e APPO BY: <br /> mw <br /> kk < „a • „I QLL-2 OREHOLE W/MONTORING WELL DATE: ---- <br /> PF c._os. �PP GE_oe _ cPs DW 5 ._ MW (BY DEERE & AULT CONTRACT: 154 <br /> ! � ma«►,. _ Q P_2 BOREHOLE W/MONTORING WELL o2a <br /> AS-BJI�T DAtE: <br /> oiT • r � , `t y .� (BY OTHERS) AS-BUILT 6r <br /> NGS P-391 BENCHMARK DRAWNG TT_E <br /> M <br /> SURVEY CONTROL & <br /> ` L LEGEND <br /> CP NGS U85 MP237.85' 30O/0 DRAFT <br /> f= <br /> {_ <br /> G-2 <br /> SHEET 2 OF 20 SHEETS <br />