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G G G <br />GG G G G G G G G G G G G G G G G G GTTT <br />T <br />T <br />T <br />T <br />T <br />TTTTTTTTTTTTTTTTTT <br />T T T T T T <br />T T T TT TSDSDSDSDSDSDSDSDSDSDSDSDSDGGGGGGGGGGGGGGGGSD1-1/2" WATER LATERAL20" <br />Ø <br />TRE <br />E6" Ø <br />TRE <br />E12" <br />Ø <br />TRE <br />E <br />6" Ø <br />TRE <br />E <br />4" Ø <br />TRE <br />E <br />4" Ø <br />TRE <br />E <br />12" <br />Ø <br />TRE <br />E <br />SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD <br />24" RCP SD <br />S <br />D <br />BFP <br />GGGGGGGGGGGGG G <br />WWWWWWE <br />E <br />E <br />E <br />E <br />EE <br />EEEEEE E E E E E <br />E <br />FWFWSDSDSDSDSDSDSSSSSSSSC <br />O <br />NEW CONCRETE PAD <br />FOR ELECTRICAL <br />TRANSFORMER <br />CONNECT TO EXISTING <br />WATER MAIN PER EBMUD <br />STANDARD DRAWING 9020-GB <br />NEW GAS POINT OF <br />CONNECTION <br />NEW GAS POINT OF <br />CONNECTION TO THE <br />EXISTING GAS LATERAL, <br />SEE NOTE 3 <br />FIRE WATER VERTICAL <br />BACKFLOW PREVENTOR PER <br />EBMUD STANDARD DRAWING <br />FIRE WATER POINT <br />OF CONNECTION <br />EXISTING STORM DRAIN <br />CURB INLET, SEE NOTE 4 <br />2" WATER METER <br />INSTALLED BY EBMUD <br />1.5" WATER POINT <br />OF CONNECTION <br />TO SERVE SUITE A <br />2" WATER POINT <br />OF CONNECTION <br />TO SERVE SUITE B <br />EXISTING 1.5" <br />WATER METER <br />CONNECT TO EXISTING <br />WATER MAIN PER EBMUD <br />STANDARD DRAWING 9020-GB <br />FIVE <br />5" <br />P <br />L <br />A <br />S <br />TI <br />C <br />C <br />O <br />N <br />D <br />UI <br />T <br />S, <br />5 <br />5 <br />L <br />F <br />138 LF, 1/4" PLASTIC CONDUIT1/4" <br />TELECOMMUNICATION <br />CONDUIT <br />6" SS PIPETRIPPING HAZARD <br />PRESENT IN CONCRETE <br />SIDEWALK. TREE CAUSING <br />CONCRETE SIDEWALK <br />UPLIFT. SEE NOTE 7 <br />TRIPPING HAZARD <br />PRESENT IN CONCRETE <br />SIDEWALK. DEPRESSED <br />PG&E BOX. SEE NOTE 7 <br />TRIPPING HAZARD <br />PRESENT IN CONCRETE <br />SIDEWALK. 1/2 VERTICAL <br />OFFSET. SEE NOTE 7 <br />76 LF 6" SD SDR 26SLOPE=1% MIN, MIN 3' COVER6" SANITARY SEWER <br />POINT OF CONNECTION, <br />MIN 3' COVER TO FF <br />SEE FIRE PROTECTION PLANS FOR <br />DETAILS AND SPECIFICATIONS <br />CITY OWNED MULTI-TENANT TRASH <br />ENCLOSURE. PER HEALTH AND SAFETY <br />CODE 114245.7 (B) OFF PREMISES-BASED <br />CLEANING SERVICES WILL BE USED. <br />TRENCH DRAIN WITH SLOPING <br />BOTTOM, DRAIN TOWARDS OUTLET <br />PIPE. SEE DETAIL THIS SHEET. <br />CONNECT TO 6" OUTLET <br />PIPE, MIN 3' COVER TO FF <br />OPEN ROOF <br />1.0%1.0%FF 10.0 <br />FG 9.83 <br />FF 10.0 FF 10.0 <br />FF 10.0 <br />FF 10.0 <br />FF 10.0 FF 10.0 <br />FF 10.0 <br />FF 10.0 <br />OVERLAND <br />RELEASE <br />POINT <br />SLOPING <br />CONCRETE PAD <br />6" FIRE WATER PIPE, SEE <br />PLANS BY FIRE PROTECTION <br />CONSULTANT TO VERIFY <br />SIZE PRIOR TO INSTALL <br />CONNECT TO EXISTING <br />STORM DRAIN PIPE PER CITY <br />OF SAN LEANDRO STANDARD <br />PLAN NUMBER 224 <br />CONNECT TO EXISTING <br />SEWER MAIN PER CITY OF <br />SAN LEANDRO STANDARD <br />SPECIFICATIONS, SEE NOTE 6 <br />MIN 3' COVER TO <br />FINISH FLOOR <br />NEW STREET LIGHT BOX <br />AND CONDUIT 22 LF <br />EXISTING STREET LIGHT CONDUIT <br />TO BE REMOVED & RELOCATED <br />1.0%1.0%1.0%1.0%1.0% <br />1 <br />. <br />0%5870 Stoneridge Mall Rd, #203Pleasanton, CA 94588www.cswst2.comC S W S T 21495 EAST 14TH STREET 1 <br />ABBREVIATIONS: <br />BFP BACKFLOW PREVENTOR <br />CO CLEANOUT <br />DI DRAIN INLET <br />EX EXISTING <br />FDC FIRE DEPARTMENT CONNECTION <br />FF FINISH FLOOR <br />FG FINISH GRADE <br />INV INVERT ELEVATION <br />PR PROPOSED <br />RIM RIM ELEVATION <br />S SLOPE <br />SD STORM DRAIN <br />SDCB STORM DRAIN CATCH BASIN <br />SDDI STORM DRAIN DRAIN INLET <br />SDMH STORM DRAIN MANHOLE <br />SDP STORM DRAIN PIPE <br />SS SANITARY SEWER <br />W WATER <br />WV WATER VALVE <br />NOTES: <br />1. ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY SHALL BE PER THE CITY OF SAN LEANDRO STANDARD PLANS AND SPECIFICATIONS, AND THE PROPER <br />UTILITY AGENCY. ALL FINISH GRADES SHALL MATCH EXISTING GRADES AT CONFORM LOCATIONS. <br />2. UTILITY CROSSINGS SHALL BE INSTALLED TO MAINTAIN POTABLE WATER PIPES A MINIMUM 12" ABOVE ALL OTHER UTILITIES CROSSINGS AND PIPE SECTIONS <br />SHALL BE CENTERED LENGTHWISE AT THE CROSSING LOCATION. <br />3. ALL EXISTING UTILITY LOCATION ARE BASED ON A ENGINEERS REVIEW OF THE SITE AND RECORD INFORMATION PROVIDED. CONTRACTOR SHALL VERIFY ALL <br />EXISTING UTILITIES PRIOR TO COMMENCING WORK. EXISTING UTILITY LOCATION MUST BE THE FIRST ORDER OR WORK. <br />4. ALL EXISTING STORM DRAIN INFRASTRUCTURE AROUND THE EXISTING BUILDING WILL REMAIN IN PLACE AND STORMWATER RUN-OFF FROM THE SITE WILL NOT BE <br />INCREASED DUE TO IMPROVEMENTS ASSOCIATED WITH THIS PROJECT. <br />5. FOR GAS, ELECTRICAL AND COMMUNICATION CONDUIT QUANTITY AND LAYOUT, SEE PLANS BY PENNINO MANAGEMENT GROUP FOR DETAILS AND SPECIFICATIONS. <br />6. NEW CONNECTIONS TO THE CITY'S SANITARY SEWER SYSTEM REQUIRE AN EVALUATION OF THE EXISTING SEWER PIPE AT THE POINT-OF-CONNECTION TO <br />ASSURE THAT THE PIPE IS STRUCTURALLY ADEQUATE. IF THE PIPE IS FOUND TO BE STRUCTURALLY INADEQUATE, THEN REPLACEMENT OF THE DEFICIENT <br />SEGMENT WILL BE REQUIRED AT THE TIME OF CONNECTION. <br />7. CONTRACTOR SHALL GRIND DOWN SIDEWALK IN LOCATIONS SHOWN OR REMOVE AND REPLACE SIDEWALK IN KIND TO REMOVE TRIP HAZARD. <br />LEGEND: <br />PROPERTY LIMIT <br />GAS PIPE <br />ELECTRICAL / POWER CONDUIT, SEE NOTE 5 <br />WATER PIPE (PER EBMUD STANDARDS) <br />FIRE WATER PIPE (DIAMETER BY OTHERS) <br />SANITARY SEWER PIPE <br />STORM DRAIN PIPE <br />TRENCH DRAIN, SEE DETAIL THIS SHEET <br />WATER VALVE (WV) <br />SANITARY SEWER CLEANOUT <br />FIREWATER VERTICAL BACKFLOW PREVENTOR <br />FIRE DEPARTMENT POINT OF CONNECTION <br />DIRECTION OF STORMWATER RUNOFF, SEE NOTE 4 <br />SIDEWALK REPAIR, SEE NOTE 7 <br />CONCRETE BUILDING SLAB, SECTION PER <br />STRUCTURAL ENGINEERING <br />W <br />SS <br />SD <br />E <br />G <br />SSCO <br />C-1 <br />1 UTILITY IMPROVEMENT PLANFW <br />BFP <br />DRAINAGE NOTE: <br />1. PER THE ALAMEDA COUNTY CLEAN WATER PROGRAM C.3 <br />STORMWATER TECHNICAL GUIDANCE HANDBOOK THIS <br />PROJECT IS NOT A REGULATED PROJECT SINCE IT IS <br />CREATING AND/OR REPLACING 1,980 SQUARE FEET OF <br />IMPERVIOUS AREA WHICH IS LESS THAN THE THRESHOLD <br />REQUIRING LID TREATMENT FOR SMALL PROJECTS. <br />SLOPING TRENCH DRAIN <br />EXPANSION JOINT <br />EXISTING <br />CONCRETE SLAB <br />4" <br />MIN <br />4" <br />MIN <br />4"MINSAWCUT EXISTING <br />PAVEMENT <br />DEPTHVARIESTRENCH DRAIN DETAIL <br />NOT TO SCALE <br />EXISTING <br />SUBGRADE <br />149