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Exist, PI, Site <br />C:\ CKA97\ 97-304\ MUP <br />C <br />-J <br />Li <br />5' DRAINAGE EASEMENT (PLAT) <br />1••, <br />Co <br />0 <br />FciJO ,;(45 <br />• c; <br />LOT 12 <br />MTi <br />Jj <br />I <br />I <br />I <br />I <br />SEE SHEET 1 FOR <br />OUTLET STRUCTURE <br />CONSTRUCTION NOTES <br />' II FC <br />1Cc..=.2'f <br />18 <br />(,,"\i r,:.3i <br />1\4 Oci" r-: 1/2 • <br />14 EASEMENT (PLAT) <br />t <br />,111,11MIN <br />LOT 13 <br />••••••••••••••,. <br />":‘,1 D <br />41.5 R.EaAP; <br />,)9 <br />i1.: 15,,, -^- .1 <br />,.,t•••,..,,, <br />v i - t -J •„' „- ,...z• ,...• . ,...„,,J <br />NOTES <br />RAN - <br />1. All construction shall be in accordance with the City of Louisville <br />Design and Construction Standards, latest edition. <br />2. Existing utility information shown was provided by others. Location <br />and elevation shall be verified by the Contractor. <br />3. The Contractor shall obtain all permits required prior to con- <br />struction. <br />4. The Contractor shall replace any existing facilities in the public <br />right of way damaged by construction. <br />5. All connections to existing utilities shall be done in a manner to <br />minimize disruptions to existing users. <br />6. Electric and gas serives subject to final design by PSCO. Contact <br />Gebhart Replewski, (303) 938-2278. <br />• -Pr" SAN - <br />1111111t110 <br />w <br />W <br />E <br />G <br />R AVFL <br />ARI A <br />LOT 14 <br />sr- <br />r 5' DRAINAGE EASEMENT <br />N SEE SHEET 1 FOR <br />OUTLET STRUCTURE <br />CONSTRUCTION NOTES <br />REMOVE CURB & GUTTER TO <br />NEAREST STONE © BOTH <br />LEGEND <br />0- <br />A — <br />TRENCHES AND REBUILD <br />CONCURRENT WITH CONST- <br />RUCTION OF DRIVE RAMP <br />Property Line <br />Easement Line <br />Existing Storm Sewer <br />Proposed Sanitary Sewer <br />Existing Sanitary Sewer <br />Proposed Water <br />Existing Water <br />Proposed Electric <br />Proposed Gas <br />Existing Manhole <br />Type 'C' Inlet <br />• i: <br />E <br />GAS <br />METER <br />INV. 93.42 <br />14' EASEM <br />4' <br />Fl <br />—17(.41) 0;5 RalAR <br />Vol RED <br />18f;, 78 <br />E <br />I <br />4' -4-- <br />Li <br />T (PLAIT) <br />.......... <br />• • ............ <br />9 2 <br />INV: 9(O5 <br />... <br />E <br />IN.V.; 94,2 <br />PROPOSED <br />4"0 CLEAN- <br />OUT <br />I <br />I <br />C.N <br />hr) <br />H- <br />0 <br />TRANSFORMER <br />SAW CUT OR WHEEL <br />CUT EX ASPHALT,'— <br />REMOVE, TACK COAT <br />ADJOINING ASPHALT 11 <br />AND CONCRETE EDGES,. <br />_REPLACE IN <br />:=••••-. <br />- ST -18" — <br />IN 93.5 <br />CONNECT 4" PVC <br />SERVICE TO 8" MAIN <br />INV. 89.80 (8") <br />INV. 90.80 (4") <br />Ca-gAGI <br />TACK COAT <br />EXISTING - --N <br />ASPHALT <br />6" MIN. <br />ASPHALT PATCH OR <br />COMPLETE FULL <br />DEPTH ASPHALT <br />PATCH OF EXISTING <br />STREET SECTION <br />INSTALL ASPHALT <br />IN LIFTS AND COMPACT <br />TO 95% MIN. <br />IF YOU DIG COLORADO -- CALL US FIRST! <br />UTILITIES NOTIFICATION CENTER <br />1-800-922-1987 f <br />534-6700 (METRO DENVER) <br />CALL 2 BUSINESS DAYS PRIOR TO <br />EXCAVATION FOR UTILITY LOCATIONS <br />12" PETRO TACK UNIFORM LINE CUT <br />OR APPROVED EQUAL ASPHALT <br />NEW ASPHALT 7 <br />r2" <br />/-MILL 12" <br />PATCH <br />///,1 • <br />\--EXISTING ASPHALT <br />MATCH EXISTING ASPHALT <br />DEPTH WITH ASPHALT <br />PATCH TO LIMITS OF <br />PETRO TACK <br />/ <br />/ A <br />X \ <br />./s <br />95% <br />COMPACTED <br />BACKFILL <br />TRENCH WIDTH I <br />SEE TABLE <br />COVER <br />TYPICAL TRENCH PATCH SECTION <br />NOTES: <br />1. Trench to be sloped or braced and shored as required. <br />TRENCH WIDTH TABLE <br />PIPE DIAMETER 6" 8" <br />MINIMUM WIDTH 1'-2" 2'-0" <br />MAXIMUM WIDTH 2'-6" 2'-8" <br />12" <br />2'-4" <br />3'-0" <br />N.T.S. <br />TYPICAL TRENCH PATCH STTION <br />=1- <br />friKra270-•° <br />5 5 <br />E <br />c:1 Fi flt <br />I <br />I: • <br />••••• * <br />•.!• • <br />AL Pet:A v/a4 <br />• r:_ftif <br />urr <br />.-04.4V CUT <br />241, 171J. <br />IGrktr <br />11 <br />441 <br />le-Aok:vm <br />- • <br />SCALE: 1" = 20' <br />10 <br />0 <br />20 <br />40 <br />MASTER UTILITY PLAN <br />80 <br />Charles Keim & Associates <br />Consulting Engineers <br />Date <br />Scale <br />6/23/97 <br />1" = 20' <br />Designed by <br />Drawn by <br />SEL <br />SEL <br />1711 15th St., Suite 200 <br />Boulder, Colorado 80302 <br />(303) 447-0090 <br />Sheet of <br />2 2 <br />Drawing No. <br />D248 <br />Checked by <br />JLB <br />97-304 <br />Job No. <br />B () • <br />C 0 P <br />ARCH <br />I TEC <br />TU E <br />1448 Pennsylvania St. <br />Denver, Colorado <br />80203-2012 <br />303.830.0575 <br />FAX.303.830.8930 <br />207 Canyon Blvd. <br />Suite 301 <br />Boulder, Colorado <br />80302-4932 <br />303.443.4335 <br />FAX.303.444.5826 <br />DRAWN BY: <br />CHECKED BY: <br />DATE: <br />PROJECT No: <br />„45 SEL • <br />Jua, <br />AUGUST 4, .1997 <br />„ 9523 <br />MASTER UTILITY <br />PLAN <br />P2 <br />31111 SOO NO INDIA 40 3503 NO111S0,1 <br />1 <br />SINE NO 1NIN 40 3503 NO111S0d <br />3NI1 SON NO IN10.1 10 3003 NOLUS0,4 <br />POSITION EDGE OF PRINT ON THIS UNE <br />1 <br />1:1VgLI3 bialLAMN AG 8308018 <br />VINI:10A11VO <br />0 <br />0 <br />8 <br />0 <br />VINI:10d17VO '3NIAEll • <br />Ell/Q� Ei3eledflN AG H301:1038 <br />VINF:10d11V3 <br />VINEIDSTVO MAUI <br />EGE1Alf1N SNI/V\VE10 <br />EBETAKIN SNIAAVE10 <br />121380111N SNIAAVE10 <br />EBEIMIN ONIMVIJO <br />