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COMPACTED FILL <br />1 8" CMP <br />TOP OF CLOSE <br />MESH GRATE <br />EL - <br />8830.00 <br />INV OUT ■8625.80 <br />17 1/2" <br />17 1/2" <br />A <br />POND OUTLET STRUCTURE <br />NTS <br />SECTION A -A <br />NTS <br />100 —YR FLOW <br />RESTRICTOR PLATE <br />WQCV ORIFICE PLATE <br />WELL <br />SCREEN <br />18' CMP <br />47" <br />CLOSE MESH <br />GRATE <br />STRUCTURAL DESIGN FOR CRATE ANO <br />SHALL MEET REQUIREMENTS OF CDOT <br />STANDARD PLAN NO. M- 604 -10. <br />NOTES: <br />1. THE POND OUTLET STRUCTURE (TYPE "C" INLET) PER CDOT STANDARD M- 604-10 SHALL <br />BE CONSTRUCTED TO ACCOMMODATE A CLOSE MESH GRATE. THE MANUFACTURER SHALL <br />PROVIDE STRUCTURAL DETAILS. SIGNED ANO SEALED BY A STRUCTURAL ENGINEER <br />LICENSED IN THE STATE OF COLORADO. OF THE STRUCTURE TO THE ENGINEER FOR <br />REVIEW. <br />2. CONSTRUCTION OF THE WELL SCREEN SHALL CONFORM TO URBAN DRAINAGE STANDARD <br />DETAILS, FIGURE 6 AND FIGURE 6 —a. <br />DETENTION POND OUTLET STRUCTURE DETAILS <br />NTS <br />21" r STAINLESS STEEL <br />ANCHOR BOLT (TYP) <br />10'X4.63'10 —YR WEIR <br />INV - 8628.05 <br />1/4" GALVANIZED <br />STEEL RESTRICTOR <br />PLATE <br />OF PLA <br />ANCHOR BOLT <br />06 "OC. <br />WQCV OPENINGS <br />1 COLUMN OF 8 HOLES 0 <br />7/16' Dla. PER HOLE ON 3" CENTER <br />WI3CV PLATE <br />NTS <br />TOP OF 80X <br />EL■8630.0 <br />8828.0 <br />18 "CMP 0 2.5* SLOPE <br />r GALVANIZED <br />STEEL RESTRICTOR <br />PLATE <br />CLOSE <br />MESH <br />GRATE <br />43.08" <br />BOTTOM WATER QUALITY HOLE <br />ELEV- 8628.50 <br />INV OUT - 8625180 <br />47" <br />SECTION B -B <br />24" <br />MIN <br />j' STAINLESS S » MEI <br />ANCHOR BOLT <br />0 6" 0.C. - <br />MAW <br />12" <br />MIN <br />10" <br />OPENING IN <br />STRUCTURE <br />BEHIND TRASH <br />RACK <br />US FILTER STAINLESS <br />STEEL WELL SCREEN <br />(OR APPROVED EQUAL). <br />SEE NOTE 2. <br />BOTTOM <br />OF BOX <br />r STAINLESS STEEL <br />ANCHOR BOLT (TYP) <br />18" CMP PIPE <br />100 -YR FLOW RESTRICTOR PLATE <br />1\ ID <br />EE <br />CLC <br />AT<. <br />ONO[ O AO. <br />niawe <br />•w[p11.000 VKWi <br />OADO 00111 <br />TTO .ADO <br />OL04 7712 00311 <br />.N.INAZI O 10.43.NIN• <br />LA14000401! 411101073071.0313 <br />LAND ALINVAVINO <br />z <br />D_ <br />Z <br />g I <br />Z 0 Oo <br />O v p <br />✓ Z H . <br />JU <br />(11 a <br />Z - J <br />• O <br />PREPARED UNOEN TlE <br />OINEOT OU►EINI•ION OF <br />DANIEL J. HADNUOA <br />OOLDIIADO R[OIOTOATON <br />NO. 35534 FON AND <br />ON OEIU\LI OF <br />Ij1.9 AO•OOIAT[R. INC. <br />a <br />0 <br />C6.90 <br />IA <br />J _ <br />F. <br />W <br />0 <br />W <br />H <br />c3 <br />7 <br />1- <br />IA <br />0 <br />z <br />0 <br />a <br />PROJECT #:11.0074 <br />DRAWN EY: JJA <br />DEEIONED EY: O00 <br />CHECKED NY: DJM <br />VOL (AC—FT) <br />WSEL (FT) <br />WATER QUAUTY VOLUME <br />0.051 <br />8628.05 <br />10 —YR VOLUME (INCL WQ) <br />0.100 <br />8629.0 <br />100 —YR VOLUME (INCL WO) <br />0.160 <br />8630.0 <br />FREEBOARD* <br />8831.0 <br />COMPACTED FILL <br />1 8" CMP <br />TOP OF CLOSE <br />MESH GRATE <br />EL - <br />8830.00 <br />INV OUT ■8625.80 <br />17 1/2" <br />17 1/2" <br />A <br />POND OUTLET STRUCTURE <br />NTS <br />SECTION A -A <br />NTS <br />100 —YR FLOW <br />RESTRICTOR PLATE <br />WQCV ORIFICE PLATE <br />WELL <br />SCREEN <br />18' CMP <br />47" <br />CLOSE MESH <br />GRATE <br />STRUCTURAL DESIGN FOR CRATE ANO <br />SHALL MEET REQUIREMENTS OF CDOT <br />STANDARD PLAN NO. M- 604 -10. <br />NOTES: <br />1. THE POND OUTLET STRUCTURE (TYPE "C" INLET) PER CDOT STANDARD M- 604-10 SHALL <br />BE CONSTRUCTED TO ACCOMMODATE A CLOSE MESH GRATE. THE MANUFACTURER SHALL <br />PROVIDE STRUCTURAL DETAILS. SIGNED ANO SEALED BY A STRUCTURAL ENGINEER <br />LICENSED IN THE STATE OF COLORADO. OF THE STRUCTURE TO THE ENGINEER FOR <br />REVIEW. <br />2. CONSTRUCTION OF THE WELL SCREEN SHALL CONFORM TO URBAN DRAINAGE STANDARD <br />DETAILS, FIGURE 6 AND FIGURE 6 —a. <br />DETENTION POND OUTLET STRUCTURE DETAILS <br />NTS <br />21" r STAINLESS STEEL <br />ANCHOR BOLT (TYP) <br />10'X4.63'10 —YR WEIR <br />INV - 8628.05 <br />1/4" GALVANIZED <br />STEEL RESTRICTOR <br />PLATE <br />OF PLA <br />ANCHOR BOLT <br />06 "OC. <br />WQCV OPENINGS <br />1 COLUMN OF 8 HOLES 0 <br />7/16' Dla. PER HOLE ON 3" CENTER <br />WI3CV PLATE <br />NTS <br />TOP OF 80X <br />EL■8630.0 <br />8828.0 <br />18 "CMP 0 2.5* SLOPE <br />r GALVANIZED <br />STEEL RESTRICTOR <br />PLATE <br />CLOSE <br />MESH <br />GRATE <br />43.08" <br />BOTTOM WATER QUALITY HOLE <br />ELEV- 8628.50 <br />INV OUT - 8625180 <br />47" <br />SECTION B -B <br />24" <br />MIN <br />j' STAINLESS S » MEI <br />ANCHOR BOLT <br />0 6" 0.C. - <br />MAW <br />12" <br />MIN <br />10" <br />OPENING IN <br />STRUCTURE <br />BEHIND TRASH <br />RACK <br />US FILTER STAINLESS <br />STEEL WELL SCREEN <br />(OR APPROVED EQUAL). <br />SEE NOTE 2. <br />BOTTOM <br />OF BOX <br />r STAINLESS STEEL <br />ANCHOR BOLT (TYP) <br />18" CMP PIPE <br />100 -YR FLOW RESTRICTOR PLATE <br />1\ ID <br />EE <br />CLC <br />AT<. <br />ONO[ O AO. <br />niawe <br />•w[p11.000 VKWi <br />OADO 00111 <br />TTO .ADO <br />OL04 7712 00311 <br />.N.INAZI O 10.43.NIN• <br />LA14000401! 411101073071.0313 <br />LAND ALINVAVINO <br />z <br />D_ <br />Z <br />g I <br />Z 0 Oo <br />O v p <br />✓ Z H . <br />JU <br />(11 a <br />Z - J <br />• O <br />PREPARED UNOEN TlE <br />OINEOT OU►EINI•ION OF <br />DANIEL J. HADNUOA <br />OOLDIIADO R[OIOTOATON <br />NO. 35534 FON AND <br />ON OEIU\LI OF <br />Ij1.9 AO•OOIAT[R. INC. <br />a <br />0 <br />C6.90 <br />IA <br />J _ <br />F. <br />W <br />0 <br />W <br />H <br />c3 <br />7 <br />1- <br />IA <br />0 <br />z <br />0 <br />a <br />PROJECT #:11.0074 <br />DRAWN EY: JJA <br />DEEIONED EY: O00 <br />CHECKED NY: DJM <br />