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7540 <br />LL 7520 <br />z <br />7500 <br />a <br />7480 <br />w <br />7460 <br />0 +00 0 +50 <br />w <br />m <br />z <br />z <br />F_ <br />0 <br />w <br />O <br />Er <br />a <br />ui <br />J <br />LL <br />a <br />U <br />0 <br />Q <br />TOP OF EMBANKMENT <br />ELEV. 7530.0' <br />WIDTH = 15' MIN. <br />EMERGENCY SPILLWAY <br />INVERT ELEV. 7527.9' <br />48" CMP (SLOPE 9 %) <br />ORIGINAL I )k - 1-t __ <br />COLLAR <br />7600 <br />Vl"14t, <br />F7560 <br />LL <br />Z 7540 <br />r <br />w7520 <br />w <br />7500 <br />7480 <br />7460 <br />0 +00 <br />STAGE <br />(FT.) <br />TOP OF EMBANKMENT <br />-BUILT CAPACITY <br />TOT. CAP. <br />(AC. -FT.) <br />DESCRIPTION <br />7506 <br />0.0 <br />ELEV. 7530.0' <br />0.00 <br />BOTTOM OF POND <br />TOP OF <br />MBANKMENT <br />WIDTH 15' MIN. <br />0.70 <br />N - 45,600 <br />7510 <br />4.0 <br />0.53 <br />1.63 <br />RIGINAL GROUND <br />6.0 <br />�11T OVII ZSHANNE4 <br />2.81 <br />INCISED <br />ELEV. 7530.0' <br />8.0 <br />SLOP <br />_ <br />SOTTO WiDTIi _%� 5.6' <br />��- ra3o �` <br />\ <br />7516 <br />1 I I <br />a-.1 SID SLOPS MAX. <br />AIPRAP. REQUIRED = 3. <br />5.93 <br />7518 <br />12.0 <br />ACTUAL` = 12" <br />7.90 <br />WIDTH <br />5' MIN. <br />1.20 <br />10.16 <br />7522 <br />e o <br />Nw <br />12.10 <br />7524 <br />18.0 <br />1.50 <br />15.55 <br />7525.5 <br />19.5 <br />1.63 <br />17.90 <br />PRINCIPAL SPILLWAY <br />7526 <br />20.0 <br />1.67 <br />18.72 <br />7527.9 <br />21.9 <br />j <br />21.32 <br />iN <br />7528 <br />22.0 <br />1.84 <br />22.23 <br />7530 <br />24.0 <br />2.04 <br />26.11 <br />45, 00 <br />OUTF <br />i <br />OW CHANNEL <br />i <br />BOTTOM <br />3:1 SIDE <br />RIPRAP: <br />LOPE 33.0% <br />WIDTH 25.0' <br />SLOPES MAX.. ii ,�� <br />1EOUIRED = 6" <br />�� / / / / <br />��� �/ <br />�b <br />ACTUAL = 12- <br />j / <br />BOTTOM <br />OF POND// <br />7506.0' <br />EME <br />GENCY SPILLWAY <br />�%� <br />IN <br />ERT ELEV. 7527.9' <br />/ /,j /� <br />BOTTOM <br />3:1 <br />WIDTH = 48' <br />SIDE SLOPES MAX. � / <br />- <br />✓; <br />11110 <br />N - 46,000 <br />x/ <br />KEYWAY <br />WAY <br />1 \ \ <br />� <br />I <br />PRINCIPAL SPILLWAY �� <br />i� j l % /� <br />- i � ' / / ; x" <br />(MIN. 5.0' D <br />48" CMP RISER <br />INVERT ELEV. 7525.5' <br />- - <br />ELEV. <br />506.0' <br />10.0' WIDE) <br />0 <br />0 <br />CO <br />C <br />r o <br />V" <br />0 <br />0 <br />N <br />T <br />N <br />W <br />N <br />w <br />\ N <br />, - <br />�.___. w <br />N <br />w <br />7540 <br />LL 7520 <br />z <br />7500 <br />a <br />7480 <br />w <br />7460 <br />0 +00 0 +50 <br />w <br />m <br />z <br />z <br />F_ <br />0 <br />w <br />O <br />Er <br />a <br />ui <br />J <br />LL <br />a <br />U <br />0 <br />Q <br />TOP OF EMBANKMENT <br />ELEV. 7530.0' <br />WIDTH = 15' MIN. <br />EMERGENCY SPILLWAY <br />INVERT ELEV. 7527.9' <br />48" CMP (SLOPE 9 %) <br />ORIGINAL I )k - 1-t __ <br />COLLAR <br />7600 <br />Vl"14t, <br />F7560 <br />LL <br />Z 7540 <br />r <br />w7520 <br />w <br />7500 <br />7480 <br />7460 <br />0 +00 <br />0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 <br />DISTANCE (FT.) <br />SECTION C -C' <br />SCALE <br />50' 0 50' 100' <br />HORIZONTAL & VERTICAL <br />PLAN VIEW <br />SCALE <br />50' 0 50' 100' <br />1 111111111111 IN <br />CONTOUR INTERVAL 2FT. <br />i <br />PRINCIPAL SPILLWAY.,.+ -_ <br />48" CMP RISER <br />WITH TRASH SCREEN <br />INVERT ELEV. 7525.5' <br />1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 <br />DISTANCE (FT.) <br />SECTION A -A' <br />SCALE <br />50' 0 50' 100' A <br />BA <br />HORIZONTAL & VERTICAL <br />TF <br />EMERGENCY SPILLWAY <br />INVERT ELEV. 7527.9' <br />BOTTOM WIDTH = 48' <br />7560 <br />LL 7540 <br />z - <br />O 7520 - <br />r � <br />a <br />L 7500 <br />W <br />7480' <br />0 +00 0 +50 1 +00 <br />PRINCIPAL SPILLWAY 48" CMP RISER <br />WITH TRASH SCREEN INVERT ELEV. 7525.5' <br />1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 <br />DISTANCE (FT.) <br />SECTION B -B' <br />SCALE <br />50' 0 50' 100' <br />HORIZONTAL & VERTICAL <br />TOP OF EMBANKMENT <br />ELEV. 7530.0' <br />WIDTH = 15' MIN. <br />ORIGINAL GROUT D <br />4 +50 5 +00 <br />5 +00 ' 5 +50 6 +00 6 +50 7 +00 7 +50 <br />c <br />ELEV. <br />(FT. -MSL) <br />STAGE <br />(FT.) <br />POND 16A AS <br />AREA <br />(ACRES) <br />-BUILT CAPACITY <br />TOT. CAP. <br />(AC. -FT.) <br />DESCRIPTION <br />7506 <br />0.0 <br />0.29 <br />0.00 <br />BOTTOM OF POND <br />TOP OF <br />MBANKMENT <br />0.41 <br />0.70 <br />7510 <br />4.0 <br />0.53 <br />1.63 <br />RIGINAL GROUND <br />6.0 <br />0.65 <br />2.81 <br />INCISED <br />ELEV. 7530.0' <br />8.0 <br />0.78 <br />4.24 <br />7516 <br />10.0 <br />0.91 <br />5.93 <br />7518 <br />12.0 <br />1.06 <br />7.90 <br />WIDTH <br />5' MIN. <br />1.20 <br />10.16 <br />7522 <br />16.0 <br />1.35 <br />12.10 <br />7524 <br />18.0 <br />1.50 <br />15.55 <br />7525.5 <br />19.5 <br />1.63 <br />17.90 <br />PRINCIPAL SPILLWAY <br />7526 <br />20.0 <br />1.67 <br />18.72 <br />7527.9 <br />21.9 <br />1.80 <br />21.32 <br />EMERGENCY SPILLWAY <br />7528 <br />22.0 <br />1.84 <br />22.23 <br />7530 <br />24.0 <br />2.04 <br />26.11 <br />1 <br />KEYWAY <br />WAY <br />BOTTOM <br />OF POND <br />(MIN. 5.0' D <br />EP <br />- - <br />ELEV. <br />506.0' <br />10.0' WIDE) <br />0 +50 1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 <br />DISTANCE (FT.) <br />SECTION C -C' <br />SCALE <br />50' 0 50' 100' <br />HORIZONTAL & VERTICAL <br />PLAN VIEW <br />SCALE <br />50' 0 50' 100' <br />1 111111111111 IN <br />CONTOUR INTERVAL 2FT. <br />i <br />PRINCIPAL SPILLWAY.,.+ -_ <br />48" CMP RISER <br />WITH TRASH SCREEN <br />INVERT ELEV. 7525.5' <br />1 +00 1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 4 +50 5 +00 <br />DISTANCE (FT.) <br />SECTION A -A' <br />SCALE <br />50' 0 50' 100' A <br />BA <br />HORIZONTAL & VERTICAL <br />TF <br />EMERGENCY SPILLWAY <br />INVERT ELEV. 7527.9' <br />BOTTOM WIDTH = 48' <br />7560 <br />LL 7540 <br />z - <br />O 7520 - <br />r � <br />a <br />L 7500 <br />W <br />7480' <br />0 +00 0 +50 1 +00 <br />PRINCIPAL SPILLWAY 48" CMP RISER <br />WITH TRASH SCREEN INVERT ELEV. 7525.5' <br />1 +50 2 +00 2 +50 3 +00 3 +50 4 +00 <br />DISTANCE (FT.) <br />SECTION B -B' <br />SCALE <br />50' 0 50' 100' <br />HORIZONTAL & VERTICAL <br />TOP OF EMBANKMENT <br />ELEV. 7530.0' <br />WIDTH = 15' MIN. <br />ORIGINAL GROUT D <br />4 +50 5 +00 <br />5 +00 ' 5 +50 6 +00 6 +50 7 +00 7 +50 <br />c <br />ELEV. <br />(FT. -MSL) <br />STAGE <br />(FT.) <br />POND 16A AS <br />AREA <br />(ACRES) <br />-BUILT CAPACITY <br />TOT. CAP. <br />(AC. -FT.) <br />DESCRIPTION <br />7506 <br />0.0 <br />0.29 <br />0.00 <br />BOTTOM OF POND <br />7508 <br />2.0 <br />0.41 <br />0.70 <br />7510 <br />4.0 <br />0.53 <br />1.63 <br />7512 <br />6.0 <br />0.65 <br />2.81 <br />INCISED <br />7514 <br />8.0 <br />0.78 <br />4.24 <br />7516 <br />10.0 <br />0.91 <br />5.93 <br />7518 <br />12.0 <br />1.06 <br />7.90 <br />7520 <br />14.0 <br />1.20 <br />10.16 <br />7522 <br />16.0 <br />1.35 <br />12.10 <br />7524 <br />18.0 <br />1.50 <br />15.55 <br />7525.5 <br />19.5 <br />1.63 <br />17.90 <br />PRINCIPAL SPILLWAY <br />7526 <br />20.0 <br />1.67 <br />18.72 <br />7527.9 <br />21.9 <br />1.80 <br />21.32 <br />EMERGENCY SPILLWAY <br />7528 <br />22.0 <br />1.84 <br />22.23 <br />7530 <br />24.0 <br />2.04 <br />26.11 <br />TOP OF EMBANKMENT <br />NOTE: EMBANKMENT CREST AND OUITSLOPES REVEGETATED WITH <br />APPROVED TEMPORARY GRASS SEED MIX. <br />PRINCIPAL SPILLWAY <br />INVERT ELEV. 7525.5' <br />:ORRUGATED METAL PIPE RISER <br />90 DEGREE ELBOW WELDED TO IT. <br />•ro vWlr <br />TYPICAL TRASH RACK DETAIL <br />PRINCIPAL SPILLWAY <br />NOT TO SCALE <br />@0' 0 \ \ \\ \1111111111111! / / / / / /yy <br />;(A <br />37382e - r <br />'oF.n�•••......• r \tea pt <br />PPTOFESS/ONAL ENGINEER'S STAT£M£NT <br />/ state that this mop was prepared under <br />my supervision and al/ the Information <br />presented hereon is true and correct to <br />the best of y know /edge and informoNon. <br />Z <br />6, o <br />Dole Robert Shev117g, CO P.E. 37382 <br />