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<br />�� // , , ., ills `� 0Q CHANNEL 1 1
<br />`- -_ ire"' IIII �_
<br />1. ANY STOCKPILES REMAINING IN THE PIT SHALLrf�,rr�• I
<br />r rl /i/,ri/ _ 1111 ROAD 74 _ \ - ALIGNMENT n' _
<br />BE REMOVED AS SHOWN IN THE GRADING / / // --�,�``-'/ /i `�-- • - '- N �s
<br />0 150 300 1, 5Ar1 _ _- J I I
<br />PLAN OR BE GRADED TO 3:1 (H:V) OR FLATTER , ,�; �i , __!,�! SAS' +
<br />r r / r r �\ f + 4+00 -_ 6+00 t 8+00
<br />WITHIN ELEVATION 4510 TO 4525 FEET. SCALE IN FEET /j/!/l�j�_ /,,%>jr `\t, `� " I
<br />// - �' \
<br />' = 2FT/Zrrf,\1ti` �,__ -.,\` •� .,� i-
<br />CONTOUR INTERVAL i%1/ /A P,I \ I i i 1
<br />2. SLURRY WALL CAP NOT SHOWN ON ROAD ,l/ll r, /r , _�; •_ \ t t -- }
<br />LEGEND SEE SHEET 2 /, r, /j;;;ii;'��� =; . \ r ,r� SPILLWAY i i
<br />DETAILS FOR CLARITY SLURRY WALL CAP TO • ry i / /,r/-- r > r-_ -`�
<br />CREST t \
<br />RF RFMOVFD WITHIN SPILLWAY-
<br />4530-
<br />4520-
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<br />PUEBLO DTM
<br />r
<br />--------------------------------------------- � ,-------------------------------------------------------------------------------------------------------------------------_
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<br />APPROX SPILLWAY
<br />CHANNEL INVERT
<br />�APPROX BEDROCK CONTACT
<br />AREA (AC)
<br />110 100 90 80 70 60 50 40 30 20 10 0
<br />4525
<br />4520
<br />4515
<br />F..
<br />z 4510
<br />O
<br />4505
<br />W
<br />4500
<br />4495
<br />4490
<br />H W L=4520
<br />AREA=76.6 AC ESTIMATED
<br />STORAGE
<br />1,620 AC -FT
<br />0 200 400 600 800 1,000 1,200 1,400 1,600 1,800
<br />CAPACITY (AC -FT)
<br />SOUTHWEST RESERVOIR AREA -CAPACITY CURVE
<br />4525
<br />4520
<br />4515
<br />1--
<br />45101-1
<br />O
<br />4505
<br />W
<br />4500
<br />4495
<br />4490
<br />2,000 2,200
<br />3' EXISTING GRADE
<br />PROPOSED,,- � 3
<br />MIN.
<br />GRADE �
<br />-' SOIL BENTONITE BACKFILL 6" BASE C I
<br />S COURSE
<br />---
<br />• • . •. • Q� .� OR APPROVED
<br />12" SAND & GRAVELSUBSTITUTE
<br />ROAD DETAIL (TYPICAL) A
<br />0 10' 20' �10
<br />SCALE IN FEET
<br />PROPERTY LINE
<br />TIE TO EXISTING
<br />AT 2:1 OR FLATTER
<br />.00 15't 35't
<br />PROPOSED -441-6"
<br />EMBANKMENT i"259't
<br />S-1.0%--
<br />.(H:V) SOIL:
<br />4'1 / / / /: 6„ BASE COURSE
<br />BENTONITE, OR APPROVED
<br />BACKFILL
<br />/� SUBSTITUTE
<br />EMBANKMENT � EMBANKMENT FILL
<br />OR APPROVED SUBSTITUTE ;.
<br />CREST ROAD DETAIL (TYPICAL)
<br />0 10' 20'
<br />SWALE 4530
<br />--------------- I------
<br />4520-
<br />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
<br />STATION (FT)
<br />SPILLWAY PROFILE
<br />0 30' 60'
<br />SCALE IN FEET
<br />r__
<br />4510 zz
<br />4500
<br />W
<br />4490 ILI
<br />—f - 4480
<br />8+00
<br />SCALE IN FEET
<br />L
<br />
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