Laserfiche WebLink
I <br />3 <br />y <br />h <br />n <br />9 <br />• LT 1 r%1 I. I.II r- <br />$ <br />L. SI I I, ►I I.. •I 51 401. Si <br />9 9 <br />PRA/R/E WAY <br />(60' R. 0. W.) <br />EX8"WATER <br />w <br />9 9 <br />EX 18" RCP STOR4f <br />SEWER S71/8 <br />EX 10' DRAINAGE AND <br />UTILITY EASEMENT <br />W <br />w <br />Q"Qi T '% I.( 1 iii%. <br />6. �I . ._, .40...5 .I �. Si <br />3 <br />SS <br />is <br />66 <br />w <br />3 <br />9 <br />3 <br />9 <br />ESe" SAN SEWER <br />EX 18" RCP STORM <br />w <br />-EX 18" RCP <br />STORM SEWER <br />STUB <br />SS <br />I <br />s <br />TO BE ABANDONE <br />REQ.U1.REMFNTS <br />OMB OM/ <br />9 <br />110.110 <br />3-- — — �-- — — <br />18" RCP,' <br />STORM <br />PRIVATE) <br />- <br />- <br />' <br />1 <br />FT <br />CITY OF LOUISVILLE <br />APPROVAL <br />This document was reviewed for conformance <br />with City of Louisville Design and Construction <br />Standards. City approval does not relieve owner, <br />design engineer or contractor of responsibility to <br />correct errors or omissions relating to this <br />document. <br />BY: <br />DATE: <br />Document Approval Expires: <br />1 is T Is r. 1 I. Is $ I I. <br />/ I I I 4 $4 1 / 1/ 14 PS <br />.. Si I .40, .. 1...40 .401 . Si <br />4J u)c (oey <br />3 <br />QOwen <br />w <br />rr <br />H:\E5760\Dwg\!Sheets\5760UP0P.dwg, UPOP, 12/21/2006 8:24:27 AM, 1:1, Drexel, Barrell & Co.,maa <br />a <br />zap <br /><Q- <br />e3 <br />wa OL <br />--1 <br />N <br />• <br />0 <br />P V <br />4:k Le <br />1L w (yW • <br />z.. <br />•) 5 <br />NNS <br />va <br />x-•33. <br />i <br />.:r;,_:-f�•=� • � 8.. PVC ROOF <br />DRAIN <br />U' DR,/NA/=F- k . <br />1/77L/T) <br />EASEM %VT (P) <br />sn , <br />w <br />IF <br />V <br />8" PVC ROOF <br />DRAIN <br />• <br />115.8 LF 6" <br />PVC SAN <br />SEWER SERVICE <br />02% MIN <br />8" PVC ROOF <br />DRAIN <br />8" PVC ROOF <br />DRAIN <br />�� PROPOSED FH <br />\\.ASSEMBLY <br />LOT L BLOCKCK 6 <br />8" PVC ROOF <br />DRAIN <br />8" PVC ROOF <br />DRAIN <br />PROPOSED <br />BUILDING <br />8" PVC ROOF <br />DRAIN <br />8" PVC ROOF <br />DRAIN <br />LOT 2, BLOCK 6 <br />40 20 0 <br />POND OUTLET <br />40 80 <br />SCALE: 1"=40' <br />• <br />8" PVC ROOF <br />DRAIN <br />rr <br />• <br />H <br />8" PVC ROOF <br />DRAIN <br />1. 1111111111116, \ <br />VV.tee., .- 6 =•- <br />100 LF 6 FIRE <br />SERVICE <br />18",. RCP: STORM (PRIVATE) <br />24" FES W/ <br />CUTOFF WALL <br />DETENTION l <br />POND I <br />PROPERTY UNj <br />Ar <br />() <br />4' LANDSCAPE <br />EASEMENT (P) <br />10' DRAINAGE & W7L/TY <br />PROPOSED FH ; EASEM(NT <br />`ASSEMBLY. t <br />PROPOSED 'FH <br />ASSEMBLY <br />I <br />I <br />18" FES W/ <br />CUTOFF WALL I <br />40.5 1T• I.T 1 / 151 I.I.lI I. <br />1 11 1 1 5 1 1 1 /VI $4 5 I I I . I <br />Si Si I ...I I / 5, ..._ .5 51 5 . .. <br />1 •I 1/VI IVOI 11.1 I F. T►.. 151T II 515• 1 1.I, ►4 <br />.I.II 1$ 15405• ••• 6,•• I ..1 • 115.51 1 514• <br />I I. - I' I. I. A I is r.* r• 5 I. 15 I I. <br />uto <br />X, <br />11=4 411•42 <br />41111110 IMO OEM <br />r a M Etas s;.0 .n a ^11/01 MEM a <br />OWN 411,111 <br />EX 24" STORM 44. <br />h <br />a <br />0\\ <br />A A <br />A <br />EX 8" WATER <br />A A <br />A <br />NOTE: PROPOSED ELECTRICAL AND GAS <br />SERVICE LINES SHOWN ARE PRELIMINARY. <br />FINAL DESIGN OF THESE SERVICES SHALL BE <br />COORDINATED WITH THE SERVICE PROVIDERS <br />• I. T / 1. 1 I. 405 1 40 I. <br />Op. •I I •►, 51 5. •I 55 5 % 4. <br />41MIM SINI1 OEM MINI, <br />41111111 11111111. <br />ONO 611 <br />SNOW 111.11•11. <br />ON. OMNI 1111111M 110 <br />1S p is EX 30" STORM <br />' .1.5 <br />1.S --- <br />EX 30" STi <br />A <br />A <br />A <br />A <br />NOTE: ALL UTILITY MAINS SHOWN ARE <br />PUBLIC UNLESS OTHERWISE INDICATED <br />S 1 <br />T < $t1 111,140 II <br />40 . <br />...I 1 . 51 5.4 55 5 % s. <br />A <br />A <br />EX 8" WATER <br />A <br />A <br />I I. T I. PSI Is I.I I Is <br />1 I I I I 141 1 I/ N I <br />Or. %I I s., .1 ..55 55 1 • s. <br />LEGEND <br />PROPERTY LINE. <br />EASEMENT <br />RIGHT—OF—WAY <br />PROPOSED STORM SEWER _ - - - L..- - - - <br />PROPOSED SANITARY SEWER _ <br />PROPOSED WATER LINE <br />PROPOSED GAS LINE G <br />PROPOSED BURIED ELECTRIC LINE <br />PROPOSED WATER VALVE . 9 <br />PROPOSED WATER METER <br />PROPOSED MANHOLE • <br />PROPOSED WATER SERVICE <br />PROPOSED SAN. SEWER SERVICE <br />PROPOSED STORM INLET DESIGNATOR <br />PROPOSED STORM MANHOLE DESIGNATOR <br />0 <br />EX. STORM SEWER <br />EX SANITARY SEWER <br />EX. WATER LINE <br />EX GAS LINE <br />EX BURIED ELECTRIC LINE _ <br />EX BUR/ED TELEPHONE L/NE <br />EX. F/RE HYDRANT <br />EX WATER VALVE <br />EX WATER METER . <br />EX M.'NHOLE <br />EX LIGHT POLE <br />EX P..; OVER POLE <br />EX. Sir,RM MANHOLE DES/GNA TOR <br />W <br />S <br />Sr <br />SS <br />w <br />G <br />E <br />T <br />V1 <br />®WV <br />�sse <br />® H <br />OPP <br />THE TAYLOR BTJILDING CTC <br />0 <br />CCS <br />0 <br />0 <br />U <br />1—•1 <br />• - <br />rD <br />• l..4 <br />0 <br />10/404/46 12117 SUBMITTAL <br />12/4/06 OW COMMENTS <br />12/26/06 CITY GOWI S <br />DREXEL, BARRELL & CO. UTILITY PLAN <br />ENGINEERS -SURVEYORS <br />1800 38TH STREET <br />BOULDER, CO 80301 <br />CONTACT: JIM BRZOSTOWICZ, P.E. <br />(303) 442,44338 <br />DBCO PROJECT E5760 <br />DBCO DRAWING # 6D-259 <br />Cl <br />a0 <br />0 <br />o c <br />• 9 <br />• z <br />z <br />831301nN ONINWHO <br />