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OVERHEAD ELECTRIC <br /> POWERUNE WE- <br /> --------- <br /> - i OKE- • ' <br /> - ---------- <br /> ROAD _ •SA 5 AREA(AC) <br /> f/�f-�_ 36 00 34,p�o_owc _ _ I-$��_ s _ 110 100 90 80 70 60 50 40 30 20 10 0 <br /> -R SWR-:j ,71 XQ =�OHE���-E�`— +.t30.00 'ter= \ i 452 — — — — — — — — — — — — — — — — — — — — — — — — — — — — 525 <br /> 32-00._ ; <br /> -- _ AREA 75 AC HWL EL=4524 <br /> z ` \ _ 4520 ESTIMATED 4520 <br /> Qo HWL EL-4524 - -\'- _ STORAGE 1961 AC-FT <br /> 4515 4515 <br /> Q SAS <br /> I 4510 4510 <br /> Z Z <br /> � iI�g1 I a a <br /> j <br /> o I W 4505 4505 <br /> I <br /> JWR-8 <br /> 4500 4500 <br /> f \ T 4495 4495 <br /> SWR4 <br /> \ <br /> QI \ / to I \ \ <br /> \ SOUTHWEST <br /> I \ 4490 <br /> RESERVOIR I I �90o zoo aoo soo aoo 1,000 1,200 1,400 lsoo lsoo 2,000 2,200 <br /> I \ I CAPACITY(AC-FT) <br /> - I I SOUTHWEST RESERVOIR <br /> jLLL I I AREA CAPACITY CURVE <br /> ROADJI <br /> 15± 35± <br /> C 6.. <br /> 1SWR-9 <br /> - I S PROPOSED <br /> EMBANKMENT S=1.0%�F <br /> 4:1 IH:V) $1(HV <br /> BASE COURSE <br /> OR APPROVED <br /> I I I SOIL BENTONITE BACKFILL SUBSTITUTE <br /> EMBANKMENT FILL `EMBANKMENT FILL <br /> T"> \ OR APPROVED SUBSTITUTE \ `.! <br /> I _ I SPILLWAY CREST \�'/" ' <br /> TI <br /> HWL EL=4524 0 SA-7 0 <br /> ` SWR-36 CREST ROAD DETAIL(TYPICAL) <br /> 0 10, 20' <br /> 00 v - ROAD SCALE IN FEET •Ek,STING GRADE <br /> 0 <br /> 3' <br /> - `- 0Y0 3. <br /> 0. _ P _ <br /> I <br /> o I I ROPO DE. ' MIN. <br /> 64.'pp _ _ - , TIE TO EXISTING <br /> AT 2:1 OR FLATTER <br /> ti '$ 6"BASE COURSE <br /> OR APPROVED <br /> SUBSTITUTE <br /> q,52 '�..70,00 SOIL SENTONITE BACKFILL <br /> � � \SAND 8 GRAVEL <br /> / ROAD J _-74�pp _ I `SAND&GRAVEL` I <br /> SAT `�.•,�� �7575,,.g6 <br /> 41SWR-1 <br /> - 4 ROAD DETAIL(TYPICAL) <br /> / 0 10, 2V 1010 <br /> SCALE IN FEET <br /> STONEWALL SPRINGS QUARRY <br /> REVISIONS <br /> DESCRIPTION DATE BY Final Reservoir Grading Plan <br /> 0 so' 300' DEERE & A U L T s-s AIR—RO B DG A s ATE:,,.. <br /> LONGMOM CO 80503 <br /> iEL JOJ 65t tb69 FAX 30J 63t tb�u <br /> SCALE IN FEET DESIGNED BY: DHF APPROVED BY DWD JOB NO. SHEET: <br /> LEGEND SEE SHEET 2 DRAWN BY: eDc DATE 322116 <br /> 0212.010.00 10 Of 10 <br /> CHECKED BY: DWD SCALE:AS NOTED <br />