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_ ----- OVERHEAD ELECTRIC _ ONE-'—�$�_ <br /> POWERLiNE <br /> 40:0 — _ _ _ _ oriE - - -- ROAD - AREA(AC) <br /> 35+0 <br /> ®SA-5 110 100 90 80 70 80 50 40 30 20 10 0 <br /> 32+00_ — —30 00 - 4525 4525 <br /> - -- - - 5 <br /> 30+Op 28+00_ tea' <br /> _. <br /> 26.p0 _ 452 _ — Y452- 14520 <br /> _ 0 <br /> 0 <br /> 4 _ <br /> `�"� ?4 00 P6+00- \ ��— AREA-76.8 AC ESTIMATED <br /> HWL EL=4524 - _ ';a STORAGE <br /> 4515 1,620 AC-FT 4515 <br /> 4510 4510 <br /> \ I eHM-8 -f.®SA- W 4505 4505 W <br /> I asoo asoo <br /> 4495 4495 <br /> 4490 4490 <br /> ! \ I THM-9 0 AO 400 600 800 1,000 1,200 1,400 1,800 1,800 2,000 2,200 <br /> 41 CAPACITY(ACC <br /> SOUTHWEST RESERVOIR AREA-CAPACITY CURVE <br /> SOUTHWEST EXISTING GRADE i PROPERTY LINE <br /> -� RESERVOIR I ' PROPOSED - -- -g___ /3s 3 <br /> GRADE._ MIN. <br /> TIE TO EXISTING <br /> AT 2:1 OR FLATTER <br /> BENTONITE BACKFILL�v 6'BASE COURSE <br /> - - - OR APPROVED <br /> ROAD I } 112"SAND 3 GRAVEL SUBSTITUTE <br /> ROAD DETAIL(TYPICAL)�A <br /> E I _ 0 10' 20' 1 10 <br /> SCALE IN FEET <br /> ®Sq I�-15'4 35Y <br /> I i 3 PROPOSED <br /> € I I$ I EMBANKMENT I 25' 9Y <br /> BENTOSOIL 6"BASE COURSE <br /> of <br /> BACKFILL OR APPROVED <br /> .a � SUBSTITUTE <br /> B r18 �I HVJL EL=4524 EMBANKMENT FILL <br /> Y i EMBANKMENT F <br /> O SA-7 I g� OR APPROVED SUBSTIILLT. <br /> A 1 Ao i t CREST ROAD DETAIL(TYPICAL) <br /> 0 19 20' <br /> SCALE IN FEET <br /> 450a ROAD <br /> 70.00 <br /> 0 <br /> ° NOTES: - / <br /> - =mil ? SPILLWAY <br /> i 1 ANY STOCKPILES REMAINING IN THE PIT SHALL /% _ v~� 0'0 CHANNEL <br /> &+ I <br /> BE REMOVED AS SHOWN IN THE GRADING ROADS�ti �74 ALIGNMENT f, r <br /> PLAN OR BE GRADED TO 3:1(H:%0 OR FLATTER 0 1501300 S' 4 y i <br /> WITHIN ELEVATION 4510 TO 4525 FEET. ,%� <br /> 6 SCALE IN FEET _ - 4+00 _ 6+00 <br /> 5 2. SLURRY WALL CAP NOT SHOWN ON ROAD CONTOUR INTERVAL-2FT / <br /> DETAILS FOR CLARITY SLURRY WALL CAP TO LEGEND SEE SHEET 2 SPILLWAY ---_ — <br /> CREST <br /> BE REMOVED WITHIN SPILLWAY. <br /> i <br /> 4530 PUEBLO DTM 4530 <br /> ______________________________________< -------------- ♦—► SWALE <br /> 4520 <br /> $ _---- f APPROX SPILLWAY <br /> Z 4510 ""- 4510 <br /> 4500 o — — — CHANNELINVERT— 45005 STONEWALL SPRINGS QUARRY <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> R � 4490 - - - - - - - - - - - - - - - - - - - - µ90 REVISIONS <br /> �APPROX BEDROCK CONTACT Final Reservoir GradingPlan <br /> NO DESCRIPTION DATE BY <br /> 4480 4�0 1 FORBID 322/i6 5WC <br /> E 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+180 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 2 SIN REALIGNMENT 825117 EWE D E E R E & A U L T —A—Ao.—R.SURE N5 <br /> STATION(FT) �a+cuoNT.co roses <br /> SP/LLWAYPROF/LE 3 FORCONSTRUCTION 10113117D E wseai++eaEnxxsm <br /> 4 RESPONSE TOORMS COMMENTS12-8-17 D DESKYED BY: DHF N"OVEDBY: DWD"NO. DEET: <br /> 0 30' so' <br /> $' ORAYM BY: BDC DATE: 322116 0212.010.00 10 Of 11 <br /> SCALE IN FEET CHECKED BY: DWD SCALE:AS NOTED <br />