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4950 25 40' CONSTRUCTION PLATFORM 4950 4950 40 15 4950 <br /> DENVER WATER <br /> 4940 4940 494 10' MIN. 4940 <br /> org <br /> 493 1600 West 12tN Ave <br /> - - - - - - - - - - 49 49 -�- - - - - - - - 49 Da,.er.Colorado 80204-3412 <br /> T 30J 626.6000 <br /> 49 0 _ -- / 4 0 4 —.__ // w 4 0 ee303.628.6B51 <br /> 03.62 a6 51 <br /> EXIST GROUND LINE---,, �� Z Z 4910 CONSULTANT <br /> 4 101. J 4910 4 10 0 - <br /> 4904900 4900 <br /> / ' w a. 490 <br /> 49 / � � _ w 4890 4 0 - � � 1� / 44, Y <br /> 4890 DEERE & AULT <br /> - - - _ = - - - - - - -_ __ z <br /> __ PROPOSED SLURRY WALL -- -"- `-- -- — --- ,"-_„ a — — — -'�• -' 48 <br /> 4870 ESTIMATED_ TOP OF 4870 4870 4860 4 7 <br /> SUITABLE BEDROCK KEY 4860 4860 w 4860 <br /> -200 -160 420 -80 -40 0 40 80 120 -200 460 -120 40 0 40 80 120 <br /> 4950 SECTION (STA 50+00) 495 4950 SECTION (STA 75+00) <br /> 4950 <br /> 4940 25 31 49 40 4940 40' 15' 10' MIN' 4940 <br /> { - . <br /> 4930 � - - - - - - - - - 49 0 4930 <br /> - - - - - - - - - 4 0 <br /> 4920 <br /> z 4920 4920 W -- z- 4920 <br /> 4910 a� w 4910 4910 4910 <br /> 4900 // w w 0,_w 49 0 4900 _ r / w a 4900 <br /> .W -. Y_. <br /> 4 90 /2 4890 4890 i 301 1.5 <br /> 4890 <br /> 4880 - - - = l -- - - - -- -- -- - - - - f '--- - -.- --- -- _ ___ ___. ._w .__. . . ._. •-__ - _ 4880 4 - 4880 <br /> 4870 4870 4870 _ -_ 4870 LUPTON LAKES <br /> 4860 4860 4860 4860 NORTH CELL <br /> -200 -160 420 -80 -40 0 40 80 120 -200 -160 -120 -80 -40 0 40 80 120 <br /> SECTION (STA 55+00) SECTION (STA 80+00) <br /> 4950 40 15' 4950 4950 34' 24' 4950 GROUNDWATER CUTOFF <br /> 4940 4940 4940 494 WALL <br /> 493 � - � <br /> - _ / 4930 49 0 - - - - - - - - <br /> � _ - .-- - / Z 49,30 <br /> 4920 4.g.1 4920 4920 _. -. � z ? 4920 <br /> - - <br /> 4910 / W 4910 4910 z� // , $ 491 <br /> 490 !- - ' _ -- W 4900 490 _ �` �' a. 4900 <br /> 4890 <br /> — -- — _. <br /> < -- 489 4890 <br /> _ -- - 4890 <br /> 488 _ v _- - - -- - - _-- - - -- - V - -- - - - 4880 4880 -- - _ - -- ----- -- <br /> 4880 REFERENCE: <br /> 4870 4870 <br /> ___ _.._. I <br /> tO 487Q - -_ CAPITAL aPROJECTS <br /> 4870 <br /> s __ _ _-- _ -- - 48 CONSrRUCTION <br /> nuSTANDARDS 2014� <br /> 0 4860 4860 4860 /Damao <br /> -200 -160 -120 -80 -40 0 40 80 120 -200 -160 -120 -80 -40 0 4v Rn 120 THIS DRAWING IS D°ED ON THE---- <br /> SECTION (STA 60+001 SECTION (STA 85+00) eJ)RDINAIE SYSTEM <br /> ZI 4970 4970 <br /> 0 4960 4960 <br /> <I 4950 - 46' 15' J � CONSTRUCTION PLATFORM AT i <br /> O. <br /> a 2. BORROW 4950 <br /> 25'4950 40' TRAFFIC CONTROL BARRIER <br /> 4940 - - - STOCKPILE 4950 0 <br /> ----- ---------- 4940 4940 49 IL <br /> 4930 / 4930 �., _40 <br /> / 4930 /Z - - - 4930 <br /> u 4920 /!2` w 4920 4920 / z z 0 ---- ---- <br /> - J W Q 5/10/16 3DR SUBMITAL FOR COMMENTS <br /> 4910 / W < 'n Z u 49 0 <br /> u / 491 0 4910 ..EXIST GROUND..LINE-,, c=i a o <br /> aI 4900 / / 4900 4900 // w a N - w -W x - 4910 No Date Description <br /> 4890 _ 4890 4890 - - - / - - 4900 REVISIONS <br /> 488 , - PROPOSED SLURRY WALL-. 4890 <br /> / 4860 -�- _ . _ _..._ - - _ - - -- �_ ___ _,_ ..- _.__ . ___ __ -- - 4870 4870 _ _- . w,. __ __ _,r_ _ _ . _._ ._. -- - - - - - _.- ® __ VERIFY SCALES <br /> 4880 BAR IS ONE INCH ON <br /> w TOP OF IGINA,DRAWING <br /> 4 70 SSTIM-t BEDROCK.KEY 4870 <br /> 4860 p 1 <br /> o` 486D _-... - 4060 IF NOT ONE INCH ON <br /> V THIS SHEET.ADJUST <br /> -200 -160 -120 -80 -40 0 40 80 120 SCALES ACCORDINGLY <br /> SECTION (STA 65+00� —200 -;�� -120 -80 -40 0 40 8o 120 <br /> PT NO: <br /> 496 SECTION (STA 90+00) <br /> DRAWN BY: BDC <br /> 0 496 <br /> cHKD BY: DHF <br /> < 40 15' <br /> 4950 zo__ HOft1W 4950 <br /> STOCKPILE � <br /> 4940 / _ 4940 cHKD BY: cJH <br /> 4930 4930 APPD BY <br /> DATE: ---- <br /> 4920 <br /> 492D CONTRACT: 16402A <br /> W <br /> b 4910 2" / x 4910 AS-BUILT DATE: <br /> < 4900 / AS—BUILT BY: <br /> 4900 <br /> 4890 DRAWING TITLE <br /> _ 4890 <br /> 4880 4880 Vertical sale (Fr) 0 so so CONSTRUCTION <br /> 4870 4870 Horizontal Scale (Fr) 0 3o PLATFORM CROSS so' SECTIONS 45+00 TO <br /> 4860 4860 90+00 <br /> -200 -160 -120 -80 -40 0 40 80 120 <br /> g SECTION (STA 70+O01 30% DRAFT c-14 <br /> SHEET 15 OF 20 SHEETS <br />