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LEGEND <br />PROPOSED BITUMINOUS PAVEMENT <br />,bOU/der ram\ <br />co <br />CURB TO CURB BITUMINOUS STREET PATCH <br />(PER STR-25 DETAIL) <br />REMOVE AND REPLACE CURB do GUTTER <br />AS NECESSARY TO PERFORM UTILITY WORK <br />(PER STR-25 DETAIL) <br />BITUMINOUS TRAIL PATCH <br />(PER PARK-1 DETAILS) <br />STORMWATER POND WITH POND UNER <br />(PER STORMWATER POND DETAIL) <br />Pump Tank <br />trash <br />I enclosure <br />Bituminous parking area <br />CONTRACTOR SHALL COORDINATE WITH OUR BUILDING DMSION TO COMPLETE <br />THE REQUIRED ABANDONMENT FORM AND TO OBTAIN THE REQUISITE PUMPING <br />PERMIT TO EMPTY THE TANK(S) BEFORE ABANDONMENT. <br />ivy/ <br />Dum. Area <br />1C0 <br />Ai. <br />see/ • <br />49e///'2 <br />9 <br />X <br />0 <br />30' <br />SCALE: I" = 30' <br />42/ <br />/ <br />C <br />PROPOSED POND LINER <br />(PER POND DETAIL) <br />PROPOSED CONCRETE CURB AND GUTTER <br />SITE PLAN INFORMATION: <br />SITE DATA <br />EXISTING PARKING LOT <br />EXISTING BUILDING <br />NEW PARKING LOT <br />PERVIOUS AREA <br />TOTAL AREA <br />TOTAL IMPERVIOUS AREA <br />EXISTING <br />136,473 SF <br />18,905 SF <br />0 SF <br />127.182 SF <br />282,560 SF <br />155,378 SF <br />STORMWATER REQUIREMENTS: <br />Volume Reduction Requirement: <br />—TOTAL REQUIRED INFILTRATION VOLUME <br />• I" X 49,081 SF = 4,090 CF <br />POND IS WITHIN WELLHEAD PROTECTION <br />CANNOT BE PROVIDED ON SITE. <br />PROPOSED <br />136,473 SF <br />18,905 SF <br />49,081 SF <br />78.101 SF <br />282,560 SF <br />204,459 SF <br />AREA AND INFILTRATION <br />CALL 48 HOURS BEFORE DIGGING: <br />GOPHER STATE ONE CALL <br />TWIN CITY AREA 651-454-0002 <br />MINNESOTA TOLL FREE 1-800-252-1166 <br />Q. '14.// <br />moo, �•/ / <br />/ <br />DESCRIPTION <br />w <br />0 <br />w0 <br />�z <br />0 <br />0 <br />0 <br />0 <br />DESIGN BY: <br />o z <br />0 <br />0 <br />DRAWN BY: <br />CHECKED BY: <br />FILE:3—Site Plan <br />0 <br />NO.: 18-0269.01 <br />c <br />O <br />L 4) <br />0 a) <br />0-p 0 c <br />t <br />L o <br />0 <br />0 L a)+' <br />O—�° <br />c <br />ccornc <br />o�tcc <br />w <br />N1370 o <br />L "0 0 0 <br />cn <br />0 c • 0 <br />▪ Q L <br />T 0a- <br />4- N O_ <br />N 246 <br />U <br />t U u) <br />O G) 0 <br />N O_ L J <br />L G)"O <br />CD <br />L L T 0 <br />O E13 <br />0 <br />L <br />N <br />0 <br />4- ) <br />c <br />N <br />co <br />N <br />co <br />co <br />Ln <br />O <br />z <br />02/11 /2025 <br />0 <br />0 <br />Z v • <br />O <br />cc <br />pW <br />W l— <br />as <br />� V <br />O <br />cc ♦A <br />aco <br />oCO 06 <br />O <br />0 <br />C0Z <br />Z Q <br />T-w <br />w w <br />>z <br />W w Z <br />0 J w <br />ZjQ <br />(7)� <br />N <br />N <br />md- <br />1 00 <br />01 <br />N <br />LO <br />LC) N <br />ZI <br />N <br />LJX <br />W <br />N <br />LL) N <br />LU CO <br />(co <br />~/) N <br />CD <br />H N <br />N <br />CC M <br />L� <br />0 J <br />LL1 <br />V) <br />>c <br />c/ <br />-0 ^E <br />c W <br />0 > <br />W O <br />L � <br />>E "c2 cna) <br />>_ <br />Co O E <br />a <br />o <br />4J <br />U <br />Site & Dimension Plan <br />SHEET NO. <br />C3.0 <br />