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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2023_PS-2301001 thru PS-2301500_ - PS-2301009
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PS-2301001 thru PS-2301500
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2023_PS-2301001 thru PS-2301500_ - PS-2301009
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Last modified
12/6/2023 11:26:28 AM
Creation date
12/6/2023 11:22:59 AM
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Permits_Development
DocName
PS-2301009
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2023
Notes2
Intersection of Lammers & Schulte Road, Tracy
Address
615 International Parkway,Tracy,CA 95377
Application
Prologis
Type
Widening, LHT Pocket Addition
Supplemental fields
Cross Ref
PWP7110005
DocCategory
Improvement Plans
Type (2)
Encroachment Permit (EP)
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SAN JOAQUIN COUNTY STANDARD PLANS <br />SIGN POSTS <br />FIRE HYDRANT <br />LEGEND <br />INTERNATIONAL PARK OF COMMERCE <br />STREET IMPROVEMENT PLANS <br />FOR <br />S. LAMMERS ROAD - SCHULTE ROAD LEFT TURN POCKET LENGTHENING <br />DETAIL R-26 & R-27 <br />DETAIL W-2 <br />PROPOSED <br />EXISTING <br />C1.0 <br />COVER SHEET <br />C2.1 <br />— - - — <br />PROPERTY LINE <br />— <br />- - <br />EROSION CONTROL PLAN <br />LOT LINE <br />— - <br />ISE--- <br />MONUMENT/MONUMENT LINE <br />SOUTH SAN JOAQUIN FIRE AUTHORITY83375 <br />REVIEWED BY: <br />RCE No: EXP , DATE: 3/31/25 <br />BLOCK/RETAINING WALL <br />--p--p--�� <br />o oGUARD <br />RAIL AND BARRICADE <br />— <br />�� X x <br />FENCE LINE <br />0 <br />CONFORM EDGE <br />aaaaa <br />ASPHALT BERM <br />CONCRETE CURB <br />----------- <br />CONCRETE CURB & GUTTER <br />�= <br />- - - �— <br />DRIVEWAY <br />z <br />0 <br />----------- <br />SIDEWALK <br />STREET LIGHT CONDUIT <br />tam <br />•i°°.°a <br />SPOT ELEVATION <br />1 X100 - <br />�-100�i <br />CONTOUR LINE <br />—sS <br />SANITARY SEWER -MANHOLE & CLEANOUT <br />—So—gyp <br />STORM DRAIN -MANHOLE & CATCH BASIN <br />RWM <br />RAINWATER LEADER <br />FO <br />—ro <br />FIBER OPTICS LINE <br />00 <br />GAS LINE -VALVE & METER <br />OH <br />—OHE <br />OVERHEAD ELECTRIC POWER LINE <br />T <br />T <br />TELEPHONE LINE <br />W <br />N <br />—w— <br />WATER LINE & VALVE <br />— JT <br />JT — <br />JOINT TRENCH CROSSING <br />sL❑o <br />STREET LIGHT & FIBER OPTIC TRENCH CROSSING <br />0 <br />0 3 <br />° 4:� <br />ELECTROLIER <br />/� <br />ry <br />07 <br />D ❑ <br />UTILITY BOX <br />T � <br />POWER POLE/JOINT POLE <br />r <br />7 `� <br />TRAFFIC SIGN <br />(D <br />TREE <br />f <br />`o <br />BLOW OFF VALVE <br />w. <br />FIRE HYDRANT <br />LL <br />pfl <br />MAILBOX <br />AB <br />AB <br />CLASS II AGGREGATE BASE <br />LU <br />AC <br />AC <br />ASPHALT <br />C�zLU <br />G <br />AS <br />AS <br />CLASS II AGGREGATE SUB -BASE <br />LU <br />AP <br />AP <br />ANGLE POINT <br />2 O <br />BC <br />BC <br />BEGIN CURVE <br />O <br />BLRD <br />BOLLARD <br />BP <br />BP <br />BEGIN POINT <br />U O <br />BO <br />BO <br />BUILD OUT <br />BOV <br />BOV <br />BLOW OFF VALVE <br />z <br />BVCE <br />BVCE <br />BEGIN VERTICAL CURVE ELEVATION <br />LU <br />BVCS <br />BVCS <br />BEGIN VERTICAL CURVE STATION <br />zV <br />BW <br />BW <br />BACK OF WALK <br />CC <br />CURB CUT <br />CB <br />CB <br />CATCH BASIN <br />DATE <br />CMP <br />CMP <br />CORRUGATED METAL PIPE <br />DESIGNER <br />COTG <br />COTG <br />CLEAN OUT TO GRADE <br />JOB NO. <br />DI <br />DI <br />DRAINAGE INLET <br />. <br />SHEETS <br />E <br />E <br />EAST <br />EB <br />ELECTRICAL BOX <br />EC <br />EC <br />END CURVE <br />EP <br />EP <br />END POINT <br />EV <br />ELECTRICAL VAULT <br />IF <br />IF <br />INVERT ELEVATION <br />EX. <br />EX <br />EXISTING <br />FC <br />F( <br />FACE OF CURB <br />FH <br />F1 <br />FIRE HYDRANT <br />FL <br />FL <br />FLOW LINE <br />END <br />END <br />FOUND <br />FS <br />FS <br />FIRE SERVICE FOR BUILDING <br />G <br />GAS <br />GB <br />GB <br />GRADE BREAK <br />GLM <br />GAS LINE MARKER <br />IF <br />IF <br />INVERT ELEVATION <br />IRR <br />IRR <br />IRRIGATION LINE <br />JP <br />JP <br />JOINT POWER POLE <br />K <br />K <br />K VALUES <br />LT <br />LT <br />LEFT <br />LVC <br />LVC <br />LENGTH OF VERTICAL CURVE <br />MIN. <br />MIN. <br />MINIMUM <br />MON <br />MON <br />MONUMENT <br />MTC <br />MTC <br />TOP OF MEDIAN CURB <br />N <br />N <br />NORTH <br />PE <br />PE <br />PIPE END <br />PUE <br />PUE <br />PUBLIC UTILITIES EASEMENT <br />PV / P <br />PV / P <br />PAVEMENT <br />PVI <br />PVI <br />POINT OF INTERSECTION <br />QSP <br />QUALIFIED SWPPP PRACTITIONER <br />RCP <br />RCP <br />REINFORCED CONCRETE PIPE <br />RE <br />RE <br />RIM ELEVATION <br />RT <br />RT <br />RIGHT <br />R/W <br />R/W <br />RIGHT OF WAY <br />RW <br />RW <br />RECLAIMED WATER <br />S <br />S <br />SOUTH <br />SD <br />SD <br />STORM DRAIN <br />SDMH <br />SDMH <br />STORM DRAIN MANHOLE <br />SSMH <br />SSM IT <br />SANITARY SEWER MANHOLE <br />STD. <br />STD. <br />STANDARD <br />TB <br />TB <br />TELEPHONE BOX <br />TC <br />TC <br />TOP OF CURB <br />W <br />W <br />WEST <br />WM <br />WM <br />WATER METER <br />CITY OF TRACY <br />PAVEMENT LEGEND <br />S. LAMMERS ROAD <br />(T.I. = 1 1) <br />ASPHALT OVERLAY <br />GRAVEL REPLACEMENT <br />FOR DRIVEWAY REPAIR <br />ASPHALT PAVEMENT: 8" AC OVER <br />25" CLASS II AB ON 95% R.C. SUBGRADE <br />1"AC OVERLAY FOR PAVEMENT <br />REHABILITATION. <br />2" GRAVELOVER <br />COMPACTED SUBGRADE <br />WDID # 5S39C380634 <br />Y � <br />a w <br />w � <br />o a <br />= 5 <br />z <br />GRANT LINE RD <br />x `^ <br />z W.GRAN LINE RD <br />o <br />Q <br />W.11TH ST <br />o 0 <br />J� 3 <br />SCHULT Q vi <br />W. VALPICO RD <br /><Tq <br />SITE"rFRs F"°�Tqc <br />TgTF ��'q <br />s� <br />O <br />NORTH <br />VICINITY MAP <br />N.T.S. <br />CALIFORNIA <br />C <br />Know what's below. <br />Call before you dig. <br />NOTICE TO CONTRACTORS <br />CONTRACTOR TO NOTIFY USA <br />(UNDERGROUND SERVICE ALERT) <br />AT 811 A MINIMUM OF 48 HOURS <br />BEFORE BEGINNING UNDERGROUND <br />WORK FOR VERIFICATION OF THE <br />LOCATION OF UNDERGROUND <br />UTILITIES <br />SCHEDULE OF DRAWINGS: <br />CIVIL <br />COUNTY OF SAN JOAQUIN <br />C1.0 <br />COVER SHEET <br />C2.1 <br />NOTES & TYPICAL SECTIONS <br />C3.1 <br />S. LAMMERS ROAD FROM STA 86+79.50 TO 95+68.22 <br />C4.1 <br />EROSION CONTROL PLAN <br />C5.1 <br />S. LAMMERS ROAD CROSS SECTIONS <br />TRAFFIC SIGNAL, SIGNING AND STRIPING <br />SS -1 SIGNING AND STRIPING PLAN - AT LAMMERS ROAD AND SCHULTE ROAD <br />i i I <br />/ z <br />O <br />i <br />x <br />Z <br />ilp I <br />SAN JOAQUIN <br />I � C3.1 <br />I <br />COUNTY <br />S. LAMMERS ROAD I I <br />CITY OF <br />- - - - - TRACY <br />i <br />. PROLOGIS <br />\ \� 615 lntemabonal Parkway Tracy, CA 95377 Web Site: www.Pm/ogls.mm <br />� \ I <br />BASIS OF BEARINGS <br />THE CALCULATED BEARING OF SOUTH 89° 05' 42" EAST, TAKEN <br />BETWEEN GPS CONTROL POINT "2043" AND GPS CONTROL POINT <br />"2044", AS SHOWN ON THAT CERTAIN RECORD OF SURVEY FILED <br />FOR RECORD ON JUNE 26, 2007, IN BOOK 36 OF SURVEYS AT <br />PAGE 118, OFFICIAL RECORDS OF SAN JOAQUIN COUNTY WAS <br />TAKEN AS THE BASIS FOR ALL BEARINGS SHOWN HEREON. <br />BENCHMARK <br />BENCHMARK: TOP OF A STEEL PIN IN A MONUMENT WELL AT THE <br />INTERSECTION OF SCHULTE ROAD AND HANSEN ROAD. <br />ELEVATION = 180.32 FEET (CITY OF TRACY NAVD 1988 DATUM). <br />NOTE: <br />PLANS HAVE BEEN REVIEWED FOR CONFORMANCE <br />WITH THE GEOTECHNICAL REPORT. <br />KEY MAP <br />N.T.S. <br />} <br />m <br />COUNTY OF SAN JOAQUIN <br />SOILS ENGINEER <br />THE PORTIONS OF PLANS REGARDING GEOTECHNICAL ASPECTS OF THE PROJECT HAVE BEEN <br />DEPARTMENT OF PUBLIC WORKS <br />REVIEWED AND ARE IN CONFORMANCE WITH THE INTENT OF THE RECOMMENDATIONS CONTAINED IN <br />z <br />0 <br />THE GEOTECHNICAL REPORT TITLED" "PREPARED BY DATED_ <br />APPROVED AS "ENCROACHMENT PERMIT PLAN SET" <br />APPROVED FOR WORK WITHIN THE COUNTY RIGHT-OF-WAY <br />BY: Name Title License No. Exp. Date DATE <br />APPROVED: 8/2/23 <br />DATE <br />SOUTH SAN JOAQUIN FIRE AUTHORITY83375 <br />REVIEWED BY: <br />RCE No: EXP , DATE: 3/31/25 <br />—PLANS EXAMINER FOR FIRE MARSHAL DATE <br />ENCROACHMENT DATE BY: CRH <br />PERMIT NO: PS -2301009 ISSUED: 9/29/23 <br />} <br />m <br />z <br />0 <br />LU <br />LU <br />z <br />aaaaa <br />m <br />z <br />0 <br />LU <br />z <br />aaaaa <br />QaOFESS/ <br />No. <br />14 p <br />`> V <br />OF CAL\F� <br />E <br />mo <br />N L <br />V 3 <br />0 <br />0 3 <br />6 <br />/� <br />ry <br />v '^ <br />m �^ <br />o � <br />W <br />c1O <br />T � <br />U - <br />0 0' <br />7 `� <br />V o <br />N J <br />Q <br />z <br />O <br />LL <br />oC <br />O U <br />LU <br />in p[ <br />C�zLU <br />G <br />0 <br />a = <br />LU <br />_ <br />2 O <br />LU U) <br />V) �[ <br />LU <br />O <br />W <br />Q <br />O <br />Lf <br />U O <br />LU LU <br />z <br />pf <br />LU <br />zV <br />i <br />U <br />DATE <br />05, 2023 <br />SCALE <br />AS SHOWN <br />DESIGNER <br />DIA <br />DRAWN BY <br />DIA <br />JOB NO. <br />A09500-475 <br />SHEET C <br />0 <br />OF 6 <br />. <br />SHEETS <br />
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