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"; • ::" : <br />" ••••.'; <br />< 6 <br />12"._ w <br />, . .....-, <br />1, ' --•••—•-7-0,0 . <br />' 1 <br />-... 1,,,sV, ' • <br />LP .. ,i,, <br />\ 18" CONC. <br />,\ <br />cP3 • . . i, . <br />RIM: 99.63 <br />NV: 94.9 f <br />BLOCK <br />3' CONCRETE CHANNEL <br />J. • <br />CH ER Ps— 0 - <br />(ROAD " E T <br />NOT EIVIL T) <br />72"— w <br />••,, • ., •• ••• • • • <br />STREET CUT & REPAIR <br />(t160 SF) <br />\• <br />RIM: 99.37 <br />IN V: .,.$8t 6 <br />co, <br />PS -10" <br />SS -8" <br />• <br />41'0 CLEAN OUT <br />W/ TRAFFIC LID <br />\c) 0 <br />.'. o <br />--k 0 <br />O...z. <br />37 ,A <br />\ <br />• li , <br />k cll <br />\ <br />PROPOSED 4NO PVC <br />SAN. SEWER SERVICE <br />• <br />12"—W <br />PS -10" • PS -10" <br />k‘e <br />• <br />• <br />12"-w <br />PS -10" <br />-; • :""4:q,... <br />1:1VgLO 8381/MN AB 8308038 <br />NOI1V80&100 0101-1 Ntrld <br />VINI:10111V3 `3NIAtil • <br />E981,AKIN 9NIAAVI:10 <br />324' RIM: 93.37 <br />• SS -8" • SS -8" SS -8 " • SS -8" ...INV: 84.5 <br />• • <br />BL..0C<.. 2 <br />STREET CUT & REPAIR <br />(±132 SF) <br />—PROPOSED <br />HYDRANT <br />,-PROPOSED 6"0 DI <br />HYDRANT. LATERAL <br />PROPOSED <br />4"0 CLEAN OUT <br />(TYP.) <br />co, <br />STREET \CUT & REPAIR <br />(±36S <br />PROPOSED '1"0 <br />WATER SERVICE <br />STREET CUT' & REPAIR:: <br />(±231 SF): <br />• ' " <br />• • <br />• <br />• , <br />'•' ' <br />PROPOSED 4"0 <br />FIRE SERVICE LINE <br />•44 4 <br />I . III I I I I I <br />— • • <br />• <br />• • •• • •-1,, • , <br />• <br />NOTES <br />. • • . <br />1. ALL CONSTRUCTION TO COMPLY WITH THE LOUISVILLE STANDARDS AND <br />SPECIFICATIONS. <br />2. EXISTING UTILITY INFORMATION SHOWN PROVIDED BY OTHERS. CONTRACTOR <br />VERIFY LOCATION AND ELEVATION OF ALL UTILITIES PROIR TO START <br />OF CONSTRUCTION. <br />3. CONTRACTOR SHALL OBTAIN ANY AND ALL REQUIRED PERMITS PRIOR <br />TO THE START OF CONSTRUCTION. <br />LEGEND <br />EXISTING WATER MAIN <br />EXISTING SAN. SEWER <br />EXISTING GAS MAIN <br />EXISTING PRESSURE SAN. SEWER <br />PROPERTY LINE <br />EASEMENT LINE <br />PROPOSED WATER SERVICE <br />PROPOSED SAN. SEWER SERVICE <br />PROPOSED GAS SERVICE <br />PROPOSED FIRE SERVICE <br />PROPOSED HYDRANT LATERAL <br />W-8" <br />SS -2" <br />S-71 0" <br />FS <br />HL <br />Scale: 1" = 20' <br />0 10 20 • \ 40 <br />1 FOOT CONTOUR INTERVAL <br />SOUNDS TRUE <br />FS <br />• BLOCK 1, LOT 12, CTC, LOUISVILLE, COLORADO <br />PRELIMINARY UTILITY <br />PLAN <br />Charles Keirn .& Associates <br />Consulting Engineers <br />- Sale bate Designed by Job No. <br />STAFF COMMENTS 11 /8/9 5 [ 9/25/95:: <br />Scale <br />1711 15th St., Suite 200 <br />Boulder, Colorado 80302 <br />(303) 447.0090 <br />I 1" <br />0. <br />14011:1114103003 <br />SPO 95-222 <br />Drown by Sheet of <br />SPO C2 <br />Checked by Drawing No. <br />CKA MUP-1 <br />ltIVSLO 8381AMN AG 8308038 <br />8VgLO 8301/1111N <br />A8 830803d <br />VINEIOJI1V3 '3NIA1:11 <br />NOLLVt4Oc1100 010H NYld <br />vinudodnva `3NIAt4l <br />EeevInN ONIMVLIO <br />t:1381AlriN ONIMV80 <br />• <br />