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a 6 <br /> INDUSTRIAL DR. <br /> SCALE =60 <br /> EXISTING RETENTION BASIN <br /> s <br /> E <br /> f10 30 60 90 120 LEGEND: <br /> (I` _ SCALE IN FEET <br /> SECURITY -c 16 LIMITS OF HEAVY DUTY CONCRETE IMPROVEMENTS <br /> SHED 7D LIMITS OF HEAVY DUTY ASPHALTIC CONCRETE PAVEMENT <br /> I 22 `REMAIN i I <br /> 17 I 0 EXIST=FENCE TO REMAIN AND BE PROTECTED IN PLACE. <br /> NEW 10 FT,CHAIN LINK FENCE WITH BARBED WIRE <br /> NEW 26 IT.WIDE AUTOMATIC GATE <br /> ! l -------- <br /> '� : NEW 36 FT,WIDE AUTOMATIC GATE <br /> IT, <br /> i <br /> I � ; 50 NEW400Y,DUMPSTER <br /> D 1 © NEW MICROWAVE TOWER TO BE PLACED ON CONCRETE PAD. <br /> FF" --X. ,�-. - - _- I' EXISTING i D <br /> �- -� 70 NEW 74 X 10 TRUCK SCALE <br /> BUILDING ; 90 NEW DEF fi60PLUG N'PUMPFOR DIESEL EXHAUST FLUID <br /> NEW 26'X 12'OIL AND WATER SEPARATOR TO TIE INTO <br /> �I <br /> PROPOSED ONSITE STOW DRAIN SYSTEM <br /> III <br /> I � ! a 10 NEW CANOPY OVERHANG <br /> i_ J I �j 17 NEW LARGE TRUCK PARKING STRIPING I!I!I! li N_-�...- rL <br /> 5 z I 12 NEW 6,000 GAL.DIESEL FUEL TANK <br /> (TYP} ¢ 73 NEW 1.000 GAL.UNLEADED FUEL TANK <br /> �h.JF- 14 NEW FUELING STATION HUT <br /> Q <br /> - - <br /> � �� NEW DRAINGRAT <br /> - E <br /> REMOVE EXISTING FENCE <br /> ` I <br /> NEW CARD READER PEDESTAL AND PROTECTIVE BOLLARDS <br /> }i 1B NEW 40 FT,LONG STICK RACKS <br /> CONCRETE DRIVE APPROACH,PER.CITY STANDARDS <br /> 20 NEW 3 FT.WIDE MANUAL SWING MANGATE <br /> 20' STORAGE STORAGE I 21 NEW CULVERT AND HEADWALLS AT NEW DRIVE APPROACH <br /> 333'X 230' 469'X 230' '`IJ '� FOR EXISTING DRAINAGE SWALE.PER CITY STANDARDS <br /> (76,590 SQ.FT.) (107,870 SQ.FT.) 22 PROPOSED TRUCK PATH <br /> NEW PROTECTIVE BOLLARDS <br /> Lu Lu <br /> LL <br /> L CD <br /> r p <br /> 0 0 o � Q F I GENERAL NOTES: <br /> ` <br /> x <br /> Ip %+ 1. THE ENTIRE SITE SUBGRACE IN PROPOSED AREAS OF WORK SHALL <br /> BE LIME TREATED. <br /> ILL- 3� 17 �I I 2. THE CITY OF STOCKTON STANDARD SPECIFICATION,SECTION 79, <br /> B I U 114 (2016)STATES ONSITE STORM WATER RETENTION BASINS ARE NOT <br /> lil I ALLOWED WITHIN THE CITY OF STOCKTON.THE CITY REQUIRES THE <br /> STORM WATER RUNOFF BE CAPTURED BY AN ONSITE STORM DRAIN B <br /> 4 SYSTEM,INCLUDING CATCH BASINS AND PIPE,AND DISCHARGED INTO <br /> _ <br /> STORAGE - - 11 THE CITY'S EXISTING STORM DRAIN LINE IN INDUSTRIAL DRIVE <br /> 333'X230' 2z S <br /> - 41 - 469'X 230 „�.4 2. NEW SITE LIGHTING SHALL BE ADDED IN ALL AREAS OF PROPOSED <br /> (76,590 SQ:FT.) (107,870 SQ,FT.} I WORK,MINIMUM 1 FOOTCANDLE REQUIRED. <br /> — <br /> A — <br /> a q <br /> SCHEMATIC DESIGN <br /> ° s.KOVA <br /> CRESS <br /> oHp Ha, HL :SrA s Hfil„ .aN�sLR �I5.1 11 PG&E STOCKTON MATERIAL CENTER <br /> Y.KOVALENKD PACIFIC GAS AND ELECTRIC COMPANY <br /> f'.YI D.PERALES y Mvr.,.iw.ii,u.sr�.,�s.,..., SAN FRANGISC°.CALIFORNIA FRCI_IT1'-\?E MATERIAL CENTER .+I <br /> FAGILTII AMM STOCKTON SITE IMPROVEMENTS <br /> _ Y.KOVALENKO <br /> slTe so SITE IU <br /> _.. J„ °aTIS.P.NOGA �Roebbelen r� '�h IS.weave.smrEzao BUILDING ID - <br /> F,aCPLIF0RNIhs s12 SITE PLAN OPTION 2 <br /> �' --- Flynn <br /> TEL Isssl az=�<oa BUILOIvc rda�uE MITER --I- <br /> APVD 2 FLOOR ID f 4P',ryINC' ]U,:6Fk R=_v <br /> R h TL ;RI'fI i1, ;A; I Ip AI559,3aos� 4101 S.AIRPORT WAY, STOCKTON, CA.95206 Idol <br /> iL q�ry bu-I cnlcD s�Fv �,c 0nTF 2019,09.70 <br /> 10 <br /> """"",•• 1 °2 � care rye oRoea nIo <br /> 4 Sow 6 7 <br />