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C <br />a <br />C <br />3 <br />Z <br />a <br />i <br />Lr <br />00 <br />a <br />Q <br />0 <br />m <br />w <br />CD <br />i <br />ry <br />w <br />w <br />F_ <br />z <br />w <br />U <br />0 <br />FY <br />0 <br />z <br />w <br />r <br />z <br />0 <br />U <br />U) <br />/ <br />z <br />w <br />w <br />0 <br />w <br />w <br />(10 <br />w <br />w <br />0 <br />/ <br />w <br />U <br />CD <br />0 <br />/ <br />i <br />r <br />+0 <br />0 <br />Q <br />/ <br />co <br />0 <br />0 <br />N <br />0 <br />COUNTY OF SAN ,JOAQUIN STANDARD DETAILS <br />DETAIL <br />DESCRIP77ON <br />R-7 <br />VERTICAL CURB, GUTTER AND SIDEWALK <br />R-11 <br />EXPANSION JOINTS, WEAKENED PLANE JOINTS AND SCORE LINES <br />R-14 <br />TYPE 2 COMMERCIAL DR/VEWA Y <br />R -28A <br />SURVEY MONUMENT FRAME AND COVER <br />R -28B <br />SURVEY MONUMENT INSTALLATION DETAIL <br />R-29 <br />TYPICAL TRENCH BACKFILL <br />R-30 <br />ADAIS77NG STREET FACIL/TTES TO GRADE <br />R-32 <br />STREET LIGHTING <br />D-15 <br />UNDER SIDEWALK DRAIN <br />D-16 <br />TYPE 1 MAINTENANCE HOLE <br />W-2 <br />FIRE HYDRANT ASSEMBL Y <br />W-12 <br />UNDERGROUND U11UTY LOCATIONS <br />S-4 <br />MAINTENANCE HOLE FRAME AND COVER <br />S-6 <br />SENER SERVICE LA TERAL <br />LEGEND <br />PROPOSED EXISTING <br />C0.1 <br />TITLE SHEET <br />ASPHAL T BERM <br />C1.0 <br />FLUSH CONCRETE CURB <br />SCHULTE ROAD <br />CONCRETE CURB <br />_ — <br />CONCRETE CURB & GUTTER <br />C3.0 <br />CON70UR LINE <br />— — <br />DRI VEWA Y <br />-�-- <br />EDGE OF PAVEMENT <br />--��----- <br />FENCE UNE <br />w <br />GAS LINE- VAL VE & METER <br />LOT UNE <br />—(5p -(D__ <br />MOINUMENT/AIONUMENT UNE <br />PERF. PIPE <br />OVERHEAD ELECTRIC POWER LINE <br />PERFORA TED STORM DRAIN PIPE <br />3 <br />POWER POLE/JOINT POLE <br />PROPERTY UNE <br />COURT <br />SANITARY SEWER -MANHOLE & CLEANOUT <br />SIDEWALK <br />po.00 <br />SPOT ELEVA7701V <br />SD <br />STORM DRAIN -MANHOLE & CATCH BASIN <br />STREET LIGHT CONDUIT <br />T <br />TELEPHONE UNE <br />TRAFFIC SIGN <br />T <br />TREE <br />MED <br />1HRU CURB DRAIN <br />UAUTY BOX <br />W <br />WATER UNE & VAL VE <br />A.B. <br />CLASS 11 AGGREGATE BASE <br />A. C. <br />ASPHAL T <br />A.S. <br />CLASS 11 AGGREGATE SUB -BASE <br />AP <br />ANGLE POINT <br />BC <br />BEGINNING OF CURVE <br />BW <br />BACK OF WALK <br />CB <br />CA TCH BASIN <br />COTG <br />CLEANOUT TO GRADE <br />C <br />CONCRETE <br />CMP <br />CORRUGATED METAL PIPE <br />DI <br />DRAINAGE INLET <br />DS <br />DOWN SPOUT <br />DIP <br />DUCTILE IRON PIPE <br />E <br />EAST <br />EC <br />END OF CURVE <br />EP <br />EDGE OF PAVEMENT <br />ESMT <br />EASEMENT <br />EX <br />EXISTING <br />EW <br />EDGE OF WALK <br />FB <br />FACE OF BERM <br />FC <br />FACE OF CURB <br />FW <br />FACE OF WALL <br />FH <br />FIRE HYDRANT <br />FL <br />FLOW LINE <br />FND <br />FOUND <br />FO <br />FIBER OP77C UNE <br />GRN <br />GROUND <br />GB <br />GRADE BREAK <br />HP <br />HIGH POINT <br />IE <br />INVERT ELEVA 7701V <br />IRR <br />IRRIGA77ON UNE <br />IF <br />JOINT POWER POLE <br />LP <br />LOW POINT <br />LT <br />LIGHT <br />M -M <br />MONUMENT TO MONUMENT <br />MIN <br />MINIMUM <br />MON <br />MONUMENT <br />MTC <br />TOP OF MEDIAN CURB <br />N <br />NORTH <br />OF <br />OVERFLOW <br />PCC <br />POINT OF COMPOUND CURVATURE <br />POC <br />POINT ON CURVE <br />PRC <br />POINT OF REVERSE CURVATURE <br />PV <br />PA VEMENT <br />R <br />RIDGE <br />RCP <br />REINFORCED CONCRETE PIPE <br />RE <br />RIM ELEVA TION <br />RW <br />RECLAIMED WA TER <br />S <br />SOUTH <br />SD,B <br />STORM DRAIN JlNC77ON BOX <br />SOMH <br />STORM DRAIN MANHOLE <br />SSMH <br />SANITARY SEWER MANHOLE <br />7B <br />TELEPHONE BOX <br />TC <br />TOP OF CURB <br />TW <br />TOP OF WALL <br />T <br />TRANSFORMER <br />W <br />WEST <br />BASIS OF BEARINGS <br />THE CALCULATED BEARING OF SOUTH 89' 05' 42"EAST, TAKEN BETWEEN GPS CONTROL <br />POINT `2043' AND GPS CONTROL POINT '2044", AS SHOWN ON THAT CERTAIN RECORD <br />OF SURVEY FILED FOR RECORD ON XNE 26, 2007, IN BOOK 36 OF SURVEYS AT PAGE <br />118, OIFF/C/AL RECORDS OF SAN JOAQUIN COUNTY WAS TAKEN AS THE BASIS FOR ALL <br />BEARINGS SHOWN HEREON. <br />BENCHMARK <br />TEMPORARY BENCHMARK- TOP OF CURB AT THE CENTERLINE OF THE CATCH BASIN ON <br />THE WEST SIDE OF CORPORA 7F COURT APPROX/MA TEL Y 240'-* NORTH OF THE <br />CUL-DE-SAC MONUMENT. <br />ELEVA 77ON = 230.48 FEET (ASSUMED VERTICAL DA TUM) SEE ELEVA TION EQUA TION TO <br />CONVERT ELEVA 7701VS TO NA W88 VER77CAL DA 7UM. <br />ELEVA )IOW EOUA770)V TO CONVERT THE ELEVATIONS SHOWN THEREON WHICH ARE <br />BASED ON AN ASSUMED VER77CAL DATUM TO THE NAM88 VER77CAL DA7UM, ADD 268. <br />(ASSUMED WR77CAL DA TUM + 2.68' = NA V1988) <br />IMPROVEMENT PLANS <br />OF <br />GATEWAY BOULEVARD <br />SAN JOAQUIN COUNTY, CALIFORNIA <br />WDID #: 5S39C380250 <br />VICINITY MAP <br />NOT TO SCALE <br />- l- <br />SCH U LTE ROAD I I <br />I I <br />i I <br />I I <br />C17Y OF TRACY <br />SAN WA0U1N COUNTY <br />' r <br />f I > I I <br />� 1 <br />LU <br />CC i u Im I <br />iI <br />j <br />Q ! =I I <br />U <br />W <br />I I <br />i <br />U i SCHUL TE COURT, COMMERCE WAY/COURT J I I <br />& CORPORATE COURT STREET VACA770M I I f I <br />BY SEPARATE INSTRUMENT <br />COMMERCE COURT <br />-- -- -- - COMMERCE WAY <br />KEY MAP <br />SCALE I"= 100' <br />O� <br />In -O <br />Ce U <br />O <br />U <br />D <br />.—J <br />,'W DED/CA771N BY <br />SEPARATE INSTRUMENT <br />SCHEDULE OF DRAWINGS: <br />i CIVIL <br />01 <br />C0.1 <br />TITLE SHEET <br />02 <br />C1.0 <br />NOTES & TYPICAL SECTIONS <br />SCHULTE ROAD <br />C2.0 <br />DEMOLITION PLAN <br />04 <br />C3.0 <br />EROSION CONTROL PLAN <br />05 <br />C4.0 <br />GATEWAY PLAN & PROFILE <br />06 <br />3 <br />STRIPING PLAN <br />w <br />N <br />Jm <br />SITE <br />COMMERCE <br />3 <br />COURT <br />m <br />� <br />C <br />o� <br />a, <br />o <br />0 <br />N <br />9� <br />I <br />W <br />FDS <br />N <br />� <br />CJ� <br />Z <br />i <br />m <br />I <br />o <br />r <br />8 <br />UL <br />L <br />m <br />LA <br />N <br />m <br />Iq <br />VICINITY MAP <br />NOT TO SCALE <br />- l- <br />SCH U LTE ROAD I I <br />I I <br />i I <br />I I <br />C17Y OF TRACY <br />SAN WA0U1N COUNTY <br />' r <br />f I > I I <br />� 1 <br />LU <br />CC i u Im I <br />iI <br />j <br />Q ! =I I <br />U <br />W <br />I I <br />i <br />U i SCHUL TE COURT, COMMERCE WAY/COURT J I I <br />& CORPORATE COURT STREET VACA770M I I f I <br />BY SEPARATE INSTRUMENT <br />COMMERCE COURT <br />-- -- -- - COMMERCE WAY <br />KEY MAP <br />SCALE I"= 100' <br />O� <br />In -O <br />Ce U <br />O <br />U <br />D <br />.—J <br />,'W DED/CA771N BY <br />SEPARATE INSTRUMENT <br />SCHEDULE OF DRAWINGS: <br />i CIVIL <br />01 <br />C0.1 <br />TITLE SHEET <br />02 <br />C1.0 <br />NOTES & TYPICAL SECTIONS <br />03 <br />C2.0 <br />DEMOLITION PLAN <br />04 <br />C3.0 <br />EROSION CONTROL PLAN <br />05 <br />C4.0 <br />GATEWAY PLAN & PROFILE <br />06 <br />C5.0 <br />STRIPING PLAN <br />NOTE: ALL WATERLINE UTILITIES WITHIN GATEWAY BLVD. <br />RIGHT-OF-WAY ARE OWNED, MAINTAINED AND OPERATED BY THE <br />CITY OF TRACY. WATERLINE IMPROVEMENTS WITHIN GATEWAY BLVD. <br />ARE SHOWN FOR REFERENCE ONLY. ALL WORK ASSOCIATED WITH <br />WATERLINE IMPROVEMENTS WITHIN GATEWAY BLVD. ARE NOT <br />COVERED BY THIS ENCROACHMENT PERMIT. REFER TO CITY OF <br />TRACY ENCROACHMENT PERMIT No. E19-0257 FOR ALL WATERLINE <br />IMPROVEMENTS. <br />COUNTY OF SAN JOAQUIN <br />DIRECTOR OF PUBLIC WORKS <br />APPROVED AS 'ENCROACHMENT PERMIT PLAN SET" <br />APPROVED FOR WORK WITHIN COUNTY RIGHT-OF-WAY ONLY <br />ACCEPTED: a241L' 0 10/_g 1 1 9 <br />DATE <br />RCE NOG 5a EXP. DATE a 12' <br />ENCROACHMENT DATE <br />PERMITNO.:.Fs-1avoasl ISSUED: N11I BY: GAN <br />GEOTECHNICAL ENGINEER <br />(FOR CONFORMANCE WITH GEOTECHNICAL REPORT) <br />� <br />ACCEPTED: DATE: 1013/19 <br />Brian Crystal, EXP DATE:6/30/20 <br />GEOTECHNICAL ENGINEER <br />DEVELOPER/OWNER <br />COSTCO WHOLESALE CORPORATION <br />ATTN: PETER KAHN <br />999 LAKE DRIVE <br />ISSAQUAH, WASHINGTON 98027 <br />(425) 313-8100 <br />CIVIL ENGINEER <br />KIER & WRIGHT CIVIL ENGINEERS & SURVEYORS, INC. <br />ATTN: STEVE CALCAGNO, P.E. <br />2850 COWER CANYON ROAD <br />LIVERMORE, CALIFORNIA 94551 <br />(925) 245-8788 <br />Know what's below. <br />Call before you dig. <br />m <br />z <br />0 <br />w <br />m <br />a, <br />0 <br />N <br />I <br />W <br />Co <br />N <br />N <br />� <br />� <br />Q <br />Z <br />i <br />m <br />I <br />o <br />r <br />o <br />UL <br />L <br />m <br />LA <br />m <br />73 <br />m <br />W <br />E= <br />N <br />(In <br />W <br />N <br />W <br />0 <br />U_ <br />O <br />Lj_ <br />O <br />� <br />o <br />z <br />O <br />z <br />O <br />j<j<j<j<j< <br />vViVESSi <br />,47 <br />No. 62 32 <br />OF CA1.%F <br />00 E <br />00 E <br />LLn_ <br />' R <br />N zLz <br />Ln <br />N N <br />W <br />3 <br />0 <br />L <br />CL <br />N <br />u Ln <br />fu Ln <br />ov <br />rn <br />L1� <br />0. E <br />� o <br />U io <br />� <br />T <br />L <br />0 0 <br />U E <br />00 <br />N J <br />z <br />O <br />U_ <br />U <br />r) <br />Z <br />F <br />Z <br />W <br />W <br />W <br />W <br />J <br />Z) <br />LU <br />> <br />y) LL <br />O DC] <br />� <br />W <br />Q <br />F— <br />W <br />W <br />LU <br />r <br />z <br />cx� <br />Q <br />Ln <br />C.7 O <br />z <br />O' <br />O <br />z <br />U) <br />DATE <br />OCTOBER, 2019 <br />SCALE <br />AS SHOWN <br />DESIGNER <br />SS <br />DRAWN BY <br />JTQ <br />JOB NO. A08579-14 <br />SHEET <br />co, 1 <br />OF <br />6 <br />SHEETS <br />