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2025.12.15 CC Packet
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2025.12.15 CC Packet
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City Council
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Agenda/Packets
Meeting Date
12/15/2025
Meeting Type
Regular
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ROCK CONSTRUCTION <br />ENTRANCE <br />NO <br />PA <br />R <br />K <br />I <br />N <br />G <br />934.20934.20 <br />934.30 <br />934.30 <br />2% <br />934.30 <br />FLUSH <br />933.60 <br />GUTTER <br />934.10 <br />T.O.C. <br />934.20 <br />5% <br />933.95 <br />GUTTER <br />934.20 <br />T.O.C. <br />934.30 <br />933.60 <br />GUTTER <br />934.10 <br />T.O.C. <br />934.20 <br />2% <br />3. <br />9 <br />% <br />TYP <br />933.85 <br />933.80 <br />933.85 <br />934.50 <br />934.50 934.50 <br />2% <br />TY <br />P <br />934.30 934.30 <br />933.60 <br />934.10 <br />GUTTER <br />T.O.C. <br />934.20 <br />TRANSITION TO <br />ZERO CURB HT. @ <br />GARAGE DOOR <br />934.30 <br />934.20T.O.C. <br />933.95GUTTER <br />934.20 <br />933.70 <br />T.O.C. <br />GUTTER <br />TRANSITION TO <br />ZERO CURB HT. @ <br />GARAGE DOORZERO CURB HT. <br />932.07 <br />SB-4 <br />N1 <br />1 <br />° <br />5 <br />0 <br />' <br />5 <br />0 <br />" <br />E <br />10 <br />8 <br />. <br />8 <br />1 <br />S0 <br />0 <br />° <br />0 <br />1 <br />' <br />3 <br />2 <br />" <br />W <br />14 <br />0 <br />. <br />0 <br />0 <br />S89°58'28"E <br />384.08 <br />12 <br />0 <br />. <br />1 <br />3 <br />10 <br />2 <br />. <br />1 <br />7 <br />N1 <br />1 <br />° <br />5 <br />0 <br />' <br />5 <br />0 <br />" <br />E <br />22 <br />2 <br />. <br />3 <br />0 <br />S89°58'28"E <br />400.00 <br />N89°55'16"W <br />445.55 meas <br />N0 <br />0 <br />° <br />0 <br />1 <br />' <br />3 <br />2 <br />" <br />E <br />21 <br />8 <br />. <br />0 <br />0 <br />929930 <br />EXISTING POND <br />HWL 931.1 <br />(100-YR) <br />17 <br />' <br /> <br />E <br />X <br />P <br />A <br />N <br />D <br />E <br />D <br />HW <br />Y <br /> <br />6 <br />1 <br /> <br />R <br />. <br />O <br />. <br />W <br />. <br />2. <br />9 <br />% <br />1. <br />6 <br />% <br />1.5% <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />1. <br />7 <br />% <br />0.7% <br />2. <br />9 <br />% <br />NO <br />PA <br />R <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 />932 <br />93 <br />2 <br />93 <br />2 <br />93 <br />0 <br />2. <br />5 <br />% <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />>> <br />ENTRANCE <br />5-FT CURB DRAIN <br />OPENING (SEE DETAIL) <br />PROVIDE INLET SEDIMENT <br />PROTECTION FOR EXISTING <br />STORM SEWER INLETS (TYP) <br />PROVIDE INLET SEDIMENT <br />PROTECTION FOR NEW <br />STORM SEWER INLETS (TYP) <br />PROP <br />POND <br />HWL=931.5 <br />PROVIDE RIP-RAP W/ GEOTEXTILE <br />FILTER FABRIC AT ALL PIPE <br />DISCHARGE POINTS (TYP) <br />EOF 932.50 <br />T.O.C. <br />EOF 932.50 <br />T.O.C. <br />EOF 931.50 <br />5-FT CURB DRAIN <br />OPENING (SEE DETAIL) <br />932 <br />93 <br />4 <br />934 <br />9 <br />3 <br />2 <br />S <br />S <br />SSSSSSSSSSSSSSS <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />S <br />S S <br />932 <br />930 <br />929 <br />928 <br />926 <br />HWL=931.5 <br />92 <br />6 <br />92 <br />8 <br />92 <br />9 <br />93 <br />0 <br />93 <br />2 <br />93 <br />2 <br />93 <br />2 <br />93 <br />2 <br />932 <br />932 <br />930 <br />932 <br />6001 <br />CED5 <br />6002 <br />COT13 <br />6003 <br />COT5-8"6004 <br />COT8 <br />6005 <br />COT12 <br />6006 <br />COT8 <br />6007 <br />COT66008 <br />COT106009 <br />COT8 <br />6012 <br />COT8 <br />931.34 <br />SB-3 <br />6023 <br />COT12 <br />6025 <br />MAP24 <br />932.24 <br />SB-2 <br />932.07 <br />SB-4 <br />6095 <br />CED4 <br />6096 <br />CED8 <br />6097 <br />ELM8 <br />6098 <br />ASH10-HALFDEAD <br />6099 <br />PIN14 <br />6100 <br />PIN14 <br />6102 <br />CED10 <br />6103 <br />POP6 <br />6104 <br />POP6 <br />6110 <br />POP8 <br />6114 <br />POP10 <br />6115 <br />POP2-6-8 <br />6116 <br />POP8 <br />6117 <br />PIN14 <br />6118 <br />CED56119 <br />CED146120 <br />CED10 <br />932.82 <br />SB-1 <br />6166 <br />POP86167 <br />POP6 <br />6168 <br />POP6 <br />6174 <br />POP6 <br />6175 <br />POP6 <br />6176 <br />CED4 <br />9 <br />3 <br />2 <br />932.73 <br />933.60 <br />932.00 <br />932.00 <br />932.80 <br />932.80 <br />930.90931.30 <br />933.70 <br />933.60 933.80933.00 <br />933.20 <br />932.65 <br />932.30 <br />932.00 <br />933.60 <br />932.50 <br />934.50 <br />934.50 <br />934.32 <br />934.50 <br />932.50 <br />932.70933.60 <br />933.00 <br />932.90 <br />933.20 <br />933.20 <br />932.95 <br />933.40 <br />933.15 <br />930.50 <br />933.60 <br />933.80 933.60 <br />933.35 <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 />N <br />G <br />& <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br />PL <br />O <br />W <br />E <br />EN <br />G <br />I <br />N <br />E <br />E <br />R <br />I <br />N <br />G <br />, <br /> <br />I <br />N <br />C <br />. <br />PR <br />E <br />P <br />A <br />R <br />E <br />D <br /> <br />F <br />O <br />R <br />: <br /> <br /> <br />R <br />U <br />S <br />T <br /> <br />A <br />R <br />C <br />H <br />I <br />T <br />E <br />C <br />T <br />S <br />, <br /> <br />P <br />. <br />A <br />. <br />TH <br />E <br /> <br />D <br />A <br />N <br />C <br />E <br /> <br />U <br />N <br />I <br />T <br />HU <br />G <br />O <br />, <br /> <br />M <br />N <br />8 7 5 4 3 2 16 <br />MQ <br />A <br />AG <br />CH <br />E <br />C <br />K <br /> <br />B <br />Y <br />: <br />DR <br />A <br />W <br />N <br /> <br />B <br />Y <br />: <br />25 <br />- <br />2 <br />2 <br />0 <br />3 <br />DA <br />T <br />E <br />: <br />JO <br />B <br /> <br />N <br />O <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 />C2.1 <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 />GR <br />A <br />D <br />I <br />N <br />G <br />, <br /> <br />D <br />R <br />A <br />I <br />N <br />A <br />G <br />E <br /> <br />& <br /> <br />E <br />S <br />C <br /> <br />P <br />L <br />A <br />N <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 />(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 />GARAGE DOOR DETAIL <br />SCALE = 1:10 (THIS DETAIL ONLY) <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 />FRONT ENTRANCE DETAIL <br />SCALE = 1:10 (THIS DETAIL ONLY) <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
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