Laserfiche WebLink
/ - - - - OVERHEAD ELECTRIC <br />POWERLINE <br />I \ <br />-- <br />I - <br />5 HE <br />+pp ROAD 1 <br />\ t-34.�.p ------ --- -- - - - <br />J ` <br />I <br />Y- _ ._- <br />4520-_ <br />ftftb <br />- -- - <br />JI i i I I i i I i HWL EL=4524 - _` - '-'�••. 045 -� <br />I <br />070 <br />21,50 _ <br />O i' \ I \\ Ln <br />11 <br />THM-8 <br />+- <br />y <br />00C <br />� <br />acY3vI _it \_-`.✓\•-\_�t�\ \;�\� \\.l\ I\� \ �.�I <br />�;i I/ / -iY,' I 4 _/\;/ �_ 4 \i �-\t� __'� \ \;;, _i \•�`\\`I' III I JI I I I �Ii�I , I, ! fI\III i + 1�GIOI iI .iI1; I i �fi\o1I' . <br />� •! ' .-IIIi <br />I �,I yi i t\� Ii • Ii Iii\.I , <br />Ir IIr Ii , ; /,\`it \I' JI I/ \ /• � <br />' 'w <br />I II'I <br />IIII � IIII <br />l <br />iI <br />��II�'I; IIIII,III,IIiIlIIII <br />,••1II <br />� <br />Or�O(:•:• o <br />o \IIIIIIIIII <br />III <br />i <br />il <br />y <br />\SI, I v <br />/ A <br />J�t <br />iI <br />tj <br />II - l 4N <br />4498 + <br />1 00 <br />�+S\Io4496 <br />�wit <br />CD <br />4494SOUTHWEST <br />RESERVOIR <br />I I f I C,OLn Ln/ <br />\ o + <br />ROAD a,2 a' <br />Ln <br />O in ' <br />I <br />i <br />cI1I <br />n <br />�N <br />LZ 45UQ Lo I SA7j3 <br />+Q SPILLWAY <br />CREST CD HWL EL=4524 <br />'o 1010 A <br />1010 <br />X ROAD <br />s _4500_ 451 <br />Of <br />V) 61ft <br />04 <br />(10 <br />N ROAD + <br />Q NOTES: <br />1. ANY STOCKPILES REMAINING IN THE PIT SHALL <br />i <br />I <br />I <br />I <br />I <br />BIIiII <br />IIII <br />I <br />j <br />II <br />E <br />\ R <br />\ EMJ\ <br />O <br />LV\ <br />\E <br />\\ <br />D <br />AS \ <br />SH\O <br />W\ <br />II <br />N IN T\\ <br />H� <br />yEN GRADING PLAN OR BE GRADED TO 3:1 (H:V) OR FLATTER WITHIN ELEVATION 451 <br />0N TO 4525 FEET, <br />Z�00 <br />N 2. SLURRY WALL CAP NOT SHOWN ON ROAD DETAILS FOR CLARITY SLURRY WALLCAP TO BE REMOVED WITHIN SPILLWAY.E0 0 150' 300' <br />a o <br />v <br />SCALE IN FEET <br />v <br />a <br />LEGEND SEE SHEET 2 <br />452 <br />4521 <br />451; <br />F - <br />Z 451C <br />O <br />w 4505 <br />4500 <br />4495 <br />4490 <br />AREA (AC) <br />110 100 90 80 7n An -n An 4n .„ _ <br />1 ,wu 1,zUu 1 ,4UU 1,600 1,800 2,000 <br />CAPACITY (AC -FT) <br />SOUTHWEST RESERVOIR AREA.CAPACITY CURVE <br />4525 <br />4520 <br />4515 <br />4510 Z <br />O <br />4505 _Luj <br />Lu <br />1500 <br />1495 <br />490 <br />2,200 <br />4530 <br />EXISTING <br />, <br />4530 <br />GROUND EL=4524.05 <br />I"~ 20' 20' 20' <br />4525 <br />OR APPROVED <br />12" SAND & GRAVEL <br />' '%' <br />LL ----------------- <br />z10:1 <br />-- 10:1 (H: V) <br />EL --4522 <br />(HV <br />-4525— <br />--- F- <br />0 <br />4520 <br />EL=4520 <br />I-- <br />QLL <br />w <br />51 <br />O <br />4520 <br />w 4515 <br />5 ' <br />W <br />4515 w <br />4510 <br />5+30 <br />5+40 5+50 5+60 <br />5+70 5+80 5+90 6+00 6+10 6+20 6+3040 6 + <br />4510 <br />6+50 <br />STATION (FT) <br />6+60 <br />SPILLWAY PROFILE ALONG SLURRY WALL ALIGNMENT <br />0 10' 20' <br />SCALE IN FEET <br />3' EXISTING GRADE <br />PROPOSED 2 3' <br />GRADE MIN. <br />3 <br />,-'��• SOIL BENT ONITE BACKFILL <br />, <br />, - <br />-, <br />6„ BASE COURSE <br />OR APPROVED <br />12" SAND & GRAVEL <br />' '%' <br />SUBSTITUTE , <br />f 20, <br />EXISTING ORM UPPER 12" OF WALL WITH CURB <br />GROUND FORMS (OR APPROVED EQUAL) <br />#4's @ 12" <br />O.C., CAST LOWER 4' OF WEIR <br />5' DIRECTLY AGAINST <br />TRENCH SIDEWALLS <br />12" —►I I--�-- <br />SPILLWAY SECTION(�B-� <br />0 5' 10' 10 10 <br />SCALE IN FEET <br />ROAD DETAIL (TYPIC4JL A <br />p 101 201 1010 <br />SCALE IN FEET <br />PROPOSED <br />SLURRY WALL <br />PROPERTY LINE <br />TIE TO EXISTING <br />AT 2:1 OR FLATTER <br />IP <br />PROPOSED 69 <br />35't <br />EMBANKMENT 25' <br />S=1.0% <br />4'.� solL <br />BENTONITE 6" BASE CUR <br />OSE 31 (y,� <br />BACKFILL OR APPROVED <br />SUBSTITUTE <br />EMBANKMENT FILL <br />EMBANKMENT FILL <br />OR APPROVED SUBSTITUTE <br />CREST ROAD DETAIL (TYPICAL) <br />0 10' 20' <br />SCALE IN FEET <br />STONEWALL SPRINGS QUARRY <br />REVISIONS <br />]NO. DESCRIPTION DATE BY Final Reservoir Grading Pian <br />1 FOR BID 3/22/16 DWD <br />2 SW REALIGNMENT 8/25/17 DWD DEERE & A U L T 600 S. AIRPORT RD., BLDG. A, SUITE 205 <br />LONGMONT, CO 80503 <br />CONSUL-rAN-rs, ]INC. TEL 303.651.1468 FAX 303.651.1469 <br />DESIGNED BY: DHF APPROVED BY: DWD JOB NO. SHEET: <br />DRAWN BY: BDC DATE: 3/22/16 10 of 10 <br />CHECKED BY: DWD SCALE: AS NOTED 0212.010.00 <br />