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18" CMP <br />TOP OF CLOSE <br />MESH GRATE <br />EL= 8630.00 <br />COMPACTED FILL <br />n <br />n <br />CLOSE MESH <br />GRATE <br />STRUCTURAL DESIGN FOR GRATE AND <br />SHALL MEET REQUIREMENTS OF CDOT <br />STANDARD PLAN NO. M- 604 -10. <br />POND OUTLET STRUCTURE <br />NTS <br />INV OUT= 8625.80 <br />100 -YR FLOW <br />RESTRICTOR PLATE <br />WQCV ORIFICE PLATE <br />WELL <br />SCREEN <br />18" CMP <br />SECTION A -A <br />NTS <br />10 "X4.63 "10 -YR WEIR J" STAINLESS STEEL <br />INV = 8628.05 21 1 ANCHOR BOLT (TYP) <br />TOP OF PLATE = 8629.0 <br />" STAINLESS STEEL <br />ANCHOR BOLT <br />0 6" O.C. 3 33.00" <br />• (TYP) <br />I I _BOTTOM WATER QUALITY HOLE <br />1/4" GALVANIZED ELEV= 8626.50 <br />STEEL RESTRICTOR <br />PLATE <br />1' WQCV OPENINGS <br />1 COLUMN OF 6 HOLES <br />7/16" Dia. PER HOLE ON 3" CENTER <br />WQCV PLATE <br />NTS <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 AND SEALED BY A STRUCTURAL ENGINEER CLOSE <br />LICENSED IN THE STATE OF COLORADO, OF THE STRUCTURE TO THE ENGINEER FOR MESH <br />REVIEW. <br />GRATE <br />2. CONSTRUCTION OF THE WELL SCREEN SHALL CONFORM TO URBAN DRAINAGE STANDARD OPENING IN <br />DETAILS, FIGURE 6 AND FIGURE 6 -a. TOP OF BOX STRUCTURE <br />EL= 8629.0 BEHIND TRASH <br />RACK <br />DETENTION POND OUTLET STRUCTURE DETAILS <br />NTS <br />US FILTER STAINLESS <br />STEEL WELL SCREEN <br />(OR APPROVED EQUAL). <br />SEE NOTE 2. <br />18 "CMP J INV OUT =8625 80 <br />47" <br />SECTION B -B <br />4" GALVANIZED <br />STEEL RESTRICTOR <br />PLATE <br />" STAINLESS STE <br />ANCHOR BOLT <br />6" 0. C. <br />8" STAINLESS STEEL <br />ANCHOR BOLT (TYP) <br />24" <br />+ 12" <br />1" L MIN <br />\ 0 <br />BOTTOM <br />OF BOX <br />18" CMP PIPE <br />1 00 -YR FLOW RESTRICTOR PLATE <br />Ws <br />APIR 2 3 2012 <br />Division of Reclamation, <br />Mining a safety <br />31 S <br />APR 10 2012 <br />GRAND JUNCTION FIELD OFFICE <br />RECLAMATIONSMINING & SAFETY <br />ELE ASSOCIATES <br />34BO E. ORCHARD RD. <br />SUITE 2DDO <br />GREENWOOD VILLAGE <br />COLORADO 80111 <br />P 303 990 5600 <br />F 303 990 2349 <br />CLCASSGC.CGM <br />ARCHITECTURE <br />ENGINEERING PLANNING <br />LANDSCAPE ARCHITECTURE <br />LAND SURVEYING <br />Z <br />Q <br />J <br />a <br />Z <br />D <br />_ <br />I-- <br />L3 <br />D <br />ul <br />Z <br />IL <br />I <br />0 <br />U <br />❑ <br />Z <br />Z <br />I <br />Q <br />0 <br />J <br />i <br />I- <br />Z <br />Z) 0 <br />00 <br />U� <br />QO <br />I- J <br />d 0 <br />a� <br />J <br />REG /S.... <br />36834 <br />4 /Lilt¢. <br />i'./OM E5 <br />PREPARED UNDER THE <br />DIRECT SUPERVISION OF <br />DANIEL J. MADRUGA <br />COLORADO REGISTRATION <br />NO. 36B34 FOR AND <br />ON BEHALF OF <br />CEO ASSOCIATES INC. <br />J <br />M <br />D <br />Z� <br />D� <br />F. N <br />IL <br />E m <br />m <br />00 <br />J) , , , , , <br />N <br />W N <br />F O <br />Q� <br />C O <br />ul <br />J <br />Q <br />W <br />0 <br />�W�/ <br />I.f. <br />F- <br />U <br />a] <br />0 <br />Z <br />0 <br />IL <br />PROJECT #:I 1 .DD74 <br />DRAWN BY: JJA <br />DESIGNED BY: GBG <br />CHECKED BY: DJM <br />C6.90 <br />VOL (AC -FT) <br />WSEL (FT) <br />WATER QUALITY VOLUME <br />0.051 <br />8628.05 <br />10 -YR VOLUME (INCL WQ) <br />0.100 <br />8629.0 <br />100 -YR VOLUME (INCL WQ) <br />0.160 <br />8630.0 <br />FREEBOARD* <br />8631.0 <br />10 "X4.63 "10 -YR WEIR J" STAINLESS STEEL <br />INV = 8628.05 21 1 ANCHOR BOLT (TYP) <br />TOP OF PLATE = 8629.0 <br />" STAINLESS STEEL <br />ANCHOR BOLT <br />0 6" O.C. 3 33.00" <br />• (TYP) <br />I I _BOTTOM WATER QUALITY HOLE <br />1/4" GALVANIZED ELEV= 8626.50 <br />STEEL RESTRICTOR <br />PLATE <br />1' WQCV OPENINGS <br />1 COLUMN OF 6 HOLES <br />7/16" Dia. PER HOLE ON 3" CENTER <br />WQCV PLATE <br />NTS <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 AND SEALED BY A STRUCTURAL ENGINEER CLOSE <br />LICENSED IN THE STATE OF COLORADO, OF THE STRUCTURE TO THE ENGINEER FOR MESH <br />REVIEW. <br />GRATE <br />2. CONSTRUCTION OF THE WELL SCREEN SHALL CONFORM TO URBAN DRAINAGE STANDARD OPENING IN <br />DETAILS, FIGURE 6 AND FIGURE 6 -a. TOP OF BOX STRUCTURE <br />EL= 8629.0 BEHIND TRASH <br />RACK <br />DETENTION POND OUTLET STRUCTURE DETAILS <br />NTS <br />US FILTER STAINLESS <br />STEEL WELL SCREEN <br />(OR APPROVED EQUAL). <br />SEE NOTE 2. <br />18 "CMP J INV OUT =8625 80 <br />47" <br />SECTION B -B <br />4" GALVANIZED <br />STEEL RESTRICTOR <br />PLATE <br />" STAINLESS STE <br />ANCHOR BOLT <br />6" 0. C. <br />8" STAINLESS STEEL <br />ANCHOR BOLT (TYP) <br />24" <br />+ 12" <br />1" L MIN <br />\ 0 <br />BOTTOM <br />OF BOX <br />18" CMP PIPE <br />1 00 -YR FLOW RESTRICTOR PLATE <br />Ws <br />APIR 2 3 2012 <br />Division of Reclamation, <br />Mining a safety <br />31 S <br />APR 10 2012 <br />GRAND JUNCTION FIELD OFFICE <br />RECLAMATIONSMINING & SAFETY <br />ELE ASSOCIATES <br />34BO E. ORCHARD RD. <br />SUITE 2DDO <br />GREENWOOD VILLAGE <br />COLORADO 80111 <br />P 303 990 5600 <br />F 303 990 2349 <br />CLCASSGC.CGM <br />ARCHITECTURE <br />ENGINEERING PLANNING <br />LANDSCAPE ARCHITECTURE <br />LAND SURVEYING <br />Z <br />Q <br />J <br />a <br />Z <br />D <br />_ <br />I-- <br />L3 <br />D <br />ul <br />Z <br />IL <br />I <br />0 <br />U <br />❑ <br />Z <br />Z <br />I <br />Q <br />0 <br />J <br />i <br />I- <br />Z <br />Z) 0 <br />00 <br />U� <br />QO <br />I- J <br />d 0 <br />a� <br />J <br />REG /S.... <br />36834 <br />4 /Lilt¢. <br />i'./OM E5 <br />PREPARED UNDER THE <br />DIRECT SUPERVISION OF <br />DANIEL J. MADRUGA <br />COLORADO REGISTRATION <br />NO. 36B34 FOR AND <br />ON BEHALF OF <br />CEO ASSOCIATES INC. <br />J <br />M <br />D <br />Z� <br />D� <br />F. N <br />IL <br />E m <br />m <br />00 <br />J) , , , , , <br />N <br />W N <br />F O <br />Q� <br />C O <br />ul <br />J <br />Q <br />W <br />0 <br />�W�/ <br />I.f. <br />F- <br />U <br />a] <br />0 <br />Z <br />0 <br />IL <br />PROJECT #:I 1 .DD74 <br />DRAWN BY: JJA <br />DESIGNED BY: GBG <br />CHECKED BY: DJM <br />C6.90 <br />