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EX STORM POND <br />NWL: 882' (EST) <br /> <br />GOPHER STATE ONE CALL <br /> <br />/ LEGEND <br /> <br /> PROPOSED <br /> <br />EXISTING <br /> <br />PROPERTY UNE <br />CURB UNE <br /> <br />CATCH BASIN/STORM <br /> SEWER/MANHOLE <br /> <br />WATER MAIN <br /> <br />MANHOLE/SANITARY SE~AE R <br /> <br />TOPOGRAPHICAL CONTOUR t.]NE <br /> <br />TREES <br /> <br />CONSTRUCTION LIMIT <br /> <br />NOTE <br />(1)ALL DIMENSIONS ARE BACK OF CURB UNLESS OTHERWISE NOTED <br />(2)REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS <br />(5)ALL PARCEL INFORMAllON ARE BASED ON INFGRMA~ON SHOWN ON THE <br />11-99 PREUMINARY HOME DEPOT SITE PLANPREPARED BY THE JOHN <br />OLIVER &: ASSOCIATES, INC. <br />(4) ALL UTILITY AND CONTOUR INFORMATION ARE BASED ON AS-BUILTS OF <br />ZANE STREET IMPROVEMENTS, <br />(5) INFORMATION SHOWN ON THIS PLAN WILL BE VERIFIED BY SURVEY AND <br />FURTHER REVIEW OF INFORMATION FOR THE SITE. <br /> <br /> DRAINAGE SYSTEM SCHEDULE <br /> FROM CASTING CB SIZE PiPE RIM INLET OUTLET TO <br /> CB 1 IR-3472 MNDOT TYPE H 17t'--12" HDPE ~, 0.50% 89:1.70 889.0 CB 2 <br /> <br /> cC~3 2 IR-3472 MNDOT TYPE N 75'-12" HDPE ~ 0,50% 892,10 888,I5 888.05 CB 3 <br /> 3 ,R-~4.72 idNDOT TYPE A35'-12" HDPE@0.50% 882.82 887.$9 886.59 EX CB <br />lieX CB ,EXIST 2'X3' EXIST 15" RCP 889.1 886,4-2 886A EX EX MH <br />2) '~.A. N.A. 5'-t0" HDPE © 1.00% (1) ~N.A. 886.61 886.59 CB 3 <br /> <br />(1) PLACE INSULAI~ON AROUND AND ALONG THE ENllRE LENGTH OF THE OUTLET PIPE. <br />(2) ROOF DRAIN, CONNECT TO ROOF DRAIN PIPE SHOWN ON MECHANICAL PLAN. <br /> <br />STM <br />RETAIL <br />BUILDING <br /> <br />EVISION HI~'ORY - THIS .SHL-~. ~ <br /> <br />CD <br /> <br />C2 <br /> <br /> <br />