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1111011MMIWAIMMM <br />�lau�s <br />EXISTING <br />GROUND <br />SE.CTIO\ <br />(TYPICAL DRIVE) <br />C2 SCALE: 1" = 10'-0" <br />E Ata <br />2.5' (MAX) WALL <br />OR 4:1 SLOPE TO <br />PARKING LOT <br />MAX WALL HEIGHT OF 2.5' <br />TOP OF WALL = 5443.0 <br />BOTTOM OF WALL = 5440.5 <br />(at lowest point) <br />iil�l�rr >� <br />;'-#w I I I 10 I I 1 I I I 1.1 .PW--/ 01 I I I 11.1111 I I I I al I <br />PREPARED BY: <br />Drexel, Barrell & Co. Engineers <br />4840 PEARL EAST CIRCLE, SUITE 114 BOULDER, COLORADO 80301 <br />6365 CORPORATE DRIVE COLORADO SPRINGS, COLORADO 80919 <br />910 54TH AVENUE, SUITE 210 GREELEY, COLORADO 80634 <br />CONTACT: BARBARA WEISS, P.E. <br />• Surveyors <br />(303) 442-4338 <br />(719) 260-0887 <br />(970) 351-0645 <br />2.5' WALL <br />SECTIO\ <br />A (TYPICAL FE ® 2.5' WALL) <br />C2 SCALE: 1" = 10'-0" <br />PREPARED FOR: <br />PEDERSEN DEVELOPNE\T COMPANY <br />281 ROCKVIEW DRIVE <br />SUPERIOR, CO 80027 <br />(303) 543-1206 <br />CONTACT: SCOTT PEDERSEN <br />EXISTING <br />GROUND <br />2.5' (MAX. HEIGHT) WALL <br />2.5' (MAX. HEIGHT) WALL <br />SECTIO\ <br />C2 SCALE: 1" = 10'-0" <br />HEIGHT OF <br />LL = 5437 <br />OF WAL <br />st <br />PROP. GRADE <br />VARIES <br />A_ HEIGHT OF <br />ALL = 7434. <br />OF WALL = 543 <br />st point) <br />REVISION DESCRIPTIONS <br />DRAWING INFO. <br />MAX WALL HEIGH <br />OF 2.5' <br />TOP OF WALL = <br />5434.5 <br />BOTTOM OF <br />WALL=5432.0 (at <br />lowest point) <br />LEGEND <br />DRAINAGE BA S/N BOUNDARY - <br />DRAINAGE BASIN DESIGN POINT <br />5 YEAR DEVELOPED FLOW (cfs) <br />700 YEAR DEVELOPED FLOW (cfs) <br />BAS/N /. D. <br />BASIN AREA (Acres) <br />• <br />DIRECTION OF FLOW <br />700 YEAR DETENTION POND OVERFLOW <br />EX INTERNIED/A TE CONTOUR <br />EX INDEX CONTOUR <br />EX SPOT ELEVATIONS <br />PROPOSED INLET <br />PROPOSED INTERMEDIATE CONTOUR <br />PROPOSED INDEX CONTOUR <br />PROPOSED SPOT ELEVATION <br />(ALL C&G ELEVATIONS ARE E U.N.O.) <br />SPILL CURB AND GUTTER , <br />(ALL OTHER SHALL BE CATCH) <br />CATCH CURB AND GUTTER <br />(ALL OTHER SHALL BE SPILL) <br />THICKENED EDGE WALK • <br />C1'00YRI <br />-----5365----- <br />145. 34th) <br />x54.67 <br />PERVIOUS AREA <br />HIGH PO/NT HP <br />GRADE BREAK GB <br />LOW PO/NT LP <br />TOP BACK OF CURB . TC <br />FLOWL/NE or FL <br />SCALE: 1 "=20' <br />CITY OF LOUISVILLE <br />APPROVAL <br />This document was reviewed for conformance <br />with City of Louisville Design and Construction <br />Standards. City approval does not relieve owner, <br />design engineer or contractor of responsibility to <br />correct errors or omissions relating to this <br />document. <br />BY. <br />DATE. <br />Document Approval Expires: <br />FINAL P.U.D./S.R.U. <br />POND DETAIL <br />DATE: <br />15 NOV 2001 <br />SCALE: <br />V: <br />JOB NO: <br />SHEET <br />E-5302 C2 <br />DRAWING NO.: <br />SHEETS <br />✓ Wl MY Lull[ Ur rtttru Ufl I1IJ Llr[ <br />• n nim Lin I1nUJ Jn 1nm umucni <br />• n nwi un nuua Jn 1nm unmcnj <br />dVSLO d381Af1N AG d30803d <br />IVSLO d38WIlN AG d30d031:1 <br />dVSLO 8381AIlN A8 d308038 <br />HVSLO d38Nf1N AG 930d038 <br />a38Wf1N ONIMVU10 <br />838Wf1N ONIMddO <br />NOIIVHOdd00 01OH NVId <br />VINHOdIlVO '3NInHl <br />NOI LVHOdf00 OIOH NVId <br />VINHOdIlVO '3NInHl <br />U1381AIf1N ONIMVUO <br />C) <br />- n <br />z <br />m <br />- z <br />o z <br />o <br />a <br />0 <br />z <br />