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2025.12.15 CC Packet
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2025.12.15 CC Packet
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1/23/2026 11:08:24 AM
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City Council
Document Type
Agenda/Packets
Meeting Date
12/15/2025
Meeting Type
Regular
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<br />K <br />I <br />N <br />G <br />> <br />> <br />WV <br />lllllllllll <br />l <br />PROPOSED BUILDING <br />FFE=934.50 <br />D <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />CBMH 3 (DIA=48") <br />RIM 931.90 <br />IE 928.28 <br />NEENAH R-2553 <br />CBMH 2 (48" DIA) <br />RIM 931.90 <br />IE 928.07 <br />NEENAH R-3067VB <br />FES 1 <br />15" RC APRON <br />IE 928.00 <br />CBMH 4 (48" DIA.) <br />RIM 931.90 <br />IESE 928.90 <br />IESW 928.60 <br />NEENAH R-3067VB <br />111'-12" PVC <br />SCHEDULE 40 @ 0.36% <br />FES A <br />12" METAL APRON <br />IE 928.50 <br />(ANCHOR METAL APRONS PER <br />MANUFACTURER'S RECOMMENDATIONS) <br />115'-14" PVC <br />SCHEDULE 40 @ 0.27% <br />FES 5 <br />12" RC APRON <br />IE 930.50 <br />147'-12" RCP @ 1.09% <br />18'-15" RCP @ 0.39% <br />68 <br />' <br />- <br />1 <br />5 <br />" <br /> <br />H <br />D <br />P <br />E <br /> <br />@ <br /> <br />0 <br />. <br />3 <br />0 <br />% <br />POND OCS <br />RE 931.45 <br />IE 928.90 <br />(ALSO SEE RIM <br />DETAIL THIS SHEET) <br />931.34 <br />SB-3 <br />932.24 <br />SB-2 <br />932.07 <br />SB-4 <br />932.82 <br />SB-1 <br />S:\PLOWE\CAD\25PROJ\2203 DANCE STUDIO (HUGO)\2203 CAD\2203 BASE 3.DWG <br />Friday, September 5, 2025 4:38:37 PM <br />FA <br />X <br />: <br /> <br />( <br />6 <br />5 <br />1 <br />) <br /> <br />3 <br />6 <br />1 <br />- <br />8 <br />7 <br />0 <br />1 <br />PH <br />O <br />N <br />E <br />: <br /> <br />( <br />6 <br />5 <br />1 <br />) <br /> <br />3 <br />6 <br />1 <br />- <br />8 <br />2 <br />1 <br />0 <br />LI <br />N <br />O <br /> <br />L <br />A <br />K <br />E <br />S <br />, <br /> <br />M <br />N <br /> <br />5 <br />5 <br />0 <br />1 <br />4 <br />67 <br />7 <br />6 <br /> <br />L <br />A <br />K <br />E <br /> <br />D <br />R <br />I <br />V <br />E <br />SU <br />I <br />T <br />E <br /> <br />1 <br />1 <br />0 <br />SI <br />T <br />E <br /> <br />P <br />L <br />A <br />N <br />N <br />I <br 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<br />: <br />05 <br />/ <br />2 <br />1 <br />/ <br />2 <br />5 <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />DA <br />T <br />E <br />NO <br />. <br />SHEET <br />C3.2 <br />Da <br />t <br />e <br />: <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />L <br />i <br />c <br />e <br />n <br />s <br />e <br /> <br />N <br />o <br />. <br /> <br />4 <br />3 <br />9 <br />6 <br />3 <br />AD <br />A <br />M <br /> <br />G <br />I <br />N <br />K <br />E <br />L <br />09 <br />. <br />0 <br />8 <br />. <br />2 <br />0 <br />2 <br />5 <br />I <br />h <br />e <br />r <br />e <br />b <br />y <br /> <br />c <br />e <br />r <br />t <br />i <br />f <br />y <br /> <br />t <br />h <br />a <br />t <br /> <br />t <br />h <br />i <br />s <br /> <br />p <br />l <br />a <br />n <br /> <br />w <br />a <br />s <br /> <br />p <br />r <br />e <br />p <br />a <br />r <br />e <br />d <br /> <br />b <br />y <br /> <br />m <br />e <br />or <br /> <br />u <br />n <br />d <br />e <br />r <br /> <br />m <br />y <br /> <br />d <br />i <br />r <br />e <br />c <br />t <br /> <br />s <br />u <br />p <br />e <br />r <br />v <br />i <br />s <br />i <br />o <br />n <br /> <br />a <br />n <br />d <br /> <br />t <br />h <br />a <br />t <br /> <br />I <br /> <br />a <br />m <br /> <br />a <br /> <br />d <br />u <br />l <br />y <br />li <br />c <br />e <br />n <br />s <br />e <br />d <br /> <br />p <br />r <br />o <br />f <br />e <br />s <br />s <br />i <br />o <br />n <br />a <br />l <br /> <br />e <br />n <br />g <br />i <br />n <br />e <br />e <br />r <br /> <br />u <br />n <br />d <br />e <br />r <br /> <br />t <br />h <br />e <br /> <br />l <br />a <br />w <br />s <br /> <br />o <br />f <br />th <br />e <br /> <br />S <br />t <br />a <br />t <br />e <br /> <br />o <br />f <br /> <br />M <br />i <br />n <br />n <br />e <br />s <br />o <br />t <br />a <br />. <br />UT <br />I <br />L <br />I <br />T <br />Y <br /> <br />P <br />L <br />A <br />N <br /> <br />- <br /> <br />S <br />T <br />O <br />R <br />M <br /> <br />S <br />E <br />W <br />E <br />R <br />PR <br />E <br />L <br />I <br />M <br />I <br />N <br />A <br />R <br />Y <br />25-2203 <br />GENERAL NOTES <br />1.THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION <br />OF EXISTING UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. <br />THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO <br />TYPE AND LOCATION OF UTILITIES AS NECESSARY TO AVOID DAMAGE TO THESE <br />UTILITIES. <br />2.CALL "811" AT LEAST 48 HOURS PRIOR TO ANY EXCAVATIONS FOR EXISTING UTILITIES <br />LOCATIONS. <br />3.THE CONTRACTOR SHALL FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF <br />EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO THE <br />START OF INSTALLATIONS. <br />4.ALL UTILITY AND STREET INSTALLATIONS SHALL CONFORM TO THE CITY STANDARD <br />SPECIFICATIONS AND DETAIL PLATES. <br />5.ALL WORK SHALL BE PERFORMED DURING CITY APPROVED WORKING HOURS. <br />6.STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC <br />STREETS OR WITHIN PUBLIC RIGHT-OF-WAY. <br />7.NOTIFY CITY A MINIMUM OF 72 HOURS PRIOR TO THE COMMENCEMENT OF <br />CONSTRUCTION. <br />8.ALL ELECTRIC, TELEPHONE, GAS, ETC. EXTENSIONS INCLUDING SERVICE LINES AND <br />RELOCATIONS SHALL BE COORDINATED BY THE CONTRACTOR AND CONSTRUCTED <br />TO THE APPROPRIATE UTILITY COMPANY SPECIFICATIONS. ALL UTILITY <br />DISCONNECTIONS SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY <br />COMPANY. <br />9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING, MAINTAINING TRAFFIC <br />CONTROL, SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN <br />AND LIGHTS, AS NECESSARY TO CONTROL THE MOVEMENT OF TRAFFIC. <br />STORM SEWER NOTES <br />1.PROPOSED STORM SEWER PIPE SHALL BE: <br />1.1.REINFORCED CONCRETE PIPE (RCP) WITH R-4 GASKETS <br />1.2.HIGH-DENSITY POLYETHYLENE (HDPE) <br />2.FIELD VERIFY SIZE, ELEVATION, AND LOCATION OF EXISTING STORM SEWER AND <br />NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY INSTALLATIONS. <br />3.STORM SEWER LENGTHS INCLUDE THE LAYING LENGTH OF THE FLARED-END <br />SECTION. LAYING LENGTH OF APRON TO BE DEDUCTED FROM PAYMENT LENGTH OF <br />PIPE. <br />4.PIPE FLARED-END SECTIONS SHALL INCLUDE TRASHGUARD AND RIP-RAP. <br />(22" x 34") <br />NO <br />R <br />T <br />H <br />1 INCH = 30 FEET <br />HORIZONTAL <br />30 0 15 30 60 <br />R <br />Callbefore you dig. <br />below.Know what's <br />SI <br />T <br />E <br /> <br />L <br />A <br />Y <br />O <br />U <br />T <br /> <br />A <br />D <br />J <br />. <br />06 <br />. <br />2 <br />7 <br />. <br />2 <br />5 <br />PO <br />N <br />D <br />I <br />N <br />G <br /> <br />A <br />D <br />J <br />. <br />07 <br />. <br />2 <br />2 <br />. <br />2 <br />5 <br />SI <br />T <br />E <br /> <br />L <br />A <br />Y <br />O <br />U <br />T <br /> <br />A <br />D <br />J <br />. <br />09 <br />. <br />0 <br />8 <br />. <br />2 <br />5 <br />ELEV = 931.45 <br />NEENAH R-4341A <br />POND OCS RIM DETAIL
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