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mcg REVISED SITE PLAN ENGINEERING 1242 TYP - - - - - - - - - - - - - - - - - - �- _ _ -) � ,o > MAN DC40NT CA COURT T 95336 ..� _ z :.— ._.� = nT1�e•m-E +Busa'- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - �" 'J li = = - - - - - - Il; � TEL : ( 209 ) 239 ,, 6229 - _ _ - - -. .- -t- -ti - 2 09 239 - • 88 9 'Typ7 , _ I '1 ' +7.TYP .. ROSY APP90VED: _PROPOSED; -- 70 A�.x.B BUILDING tsroRNDRnIN II I I'b TYv -- ?= (PHASE 2) / II Ilse I O 1�` $ 1.=vim -. ` . y,l — II RETENTIONIL I PLAN REVISIONS BASIN Q W II� ^ «•5' � - _RIDGE - - _ II (41 SIDE SLOPE) � I $ I N0, DESCRIPTIONS DATE = GFn I - -, ( 0 - - . 11 . II (1f 12EEPPIM IIS I I : I ' T _ 418. 14' - 51B.SS 11V 161 ) I; I iS X15 N ^ BI I _ I II. I / I I I = D - C17 ))))n'P _ Y SD f '•� \ TYP . R ' LOCATE AND ABANDON EXISTING II 111 I ' S m Iti WELL PER SAN I I s II END STANDARDS - - - -ul - - - - - - - - - - - - - - - - - - - - 12 III — — — TYP MY ur I U : 'I >H I O .. I u Ivo I ZZQ Y MAP VICINITY Q J SITE PLAN INFORMATION VILEGEND 0 a NOTES ASPHALTPAV NG PROJECT LOCATION: 4082 SOUTH STATE ROUTE 99 U W EAST FRONTAGE ROAD \�1,' ' °ES�1PTION ; . STOCKTON, CA 95215 + Mle' mncRETe cuRe TVP. 1 SYSTEM DSEPTIC SYSTEM AREA (— ZONING: (IL) INDUSTRIAL LIGHT A° 2 (NICCONCRETE CURB AND GUTTER 3 ADA PATH OF TRAVEL TO PUBLIC RIGHT OF WAY - W FRONTAGE ROAD. SIDEWALKS SHALL BE A MINIMUM i WIDE CLEAR AND WILL NOT EXCEED 2'A CROSS SLOPE LANDSCAPING EXISTING USE: VACANT l ADA PARKING STALL, UNLOADING SLOADING SIGNAGE PER OBC REQUIREMENTS. U LL PROJECT DESCRIPTION: PROPOSED IMPROVEMENT TO SITE \ ;n' I s TN) LEACH FIELD 15.500 SF r— CONCRETE (M CONCRETE DOLLY PADS FOR BUILDING AND TRUCK PARKING e OWNER'S INFO: CKBROS, CARRIERINCAND S 7 (N) S'dMASONRYWALL PHASEI - GRAVEL ATPHASE 2 ° _ BUILDING FOOTPRINT LOCATION SATB5 IR SINGH RAI I W-TX20'-POFFICEPARKING, TYP. - � � \ TMASONRY WALL a (N ) WATER WELLANDTANK LOCATION APPLICANT INFO: CK EROS. CARRIER INC AND I SATBIRSINGHRAI 7• DINGGATIRONDTSWIYFENCE +0 IN) COVERED TRASH ENCLOSURE WITH SIDE DOOR S WROUGHT AND 7 SWING GATES 16869 GOLD NUGGET TRAIL, `� 6HIGH CHAIN LIIKFENCE WITH 3 LATHROP, CA 95330 11 I IN) CS'd' WROUGHT IRON SLIDING GATE STRAND BARBED WIRE ABOVE 'i;D! IN) 5'07' CHAINLINK FENCE �- OW ONSRE WATER WELL AND TANK ASSESSOR'S PARCEL #-. 179-172-560 \ �\� \ 1] PHASET - PROPOSEDBWLDING2ISOKIP�, 171005F — A IN) PARKING LOT AND SECURNY LIGHTING. DIRECT RAYS SHALL BE CONFINED TO THE PREMISES, TYP. j WATER LINEI� AREA: 11 .31 ACRES ` \ '14 ! .. WATER VALVE 15 (NI A4a• COMMERCIAL DRIVEWAY PER SAN JOAQUIN COUNTY STANDARDS --- PROPOSED PARKING: 36 TRUCK STALLS (65' X1GENERAL NOTES C- SANITARY SEWER UNE 5') ALL CML IMPROVEMENTS WILL BE DESIGNED AND CONSTRUCTED USIIGTHE LATEST SAN JOAQUIN KRDw1MILBL'sbe)OW. 15 PROVIDE ELECTRIC VEHICLE SIGNAGE SIGN SHALL STATE CLEAN AIR/ V/VROOL / EV PARKING' 18 CAR (20' X 9') COUNTY STANDARDS __--._-- I � STORM DRAIN LINE Call before you dig. 1 VAN-ACCESSIBLE, (PER CBC) CONSTRUCTION OF SEPTIC SYSTEM UNDER PERMIT BY ENVIRONMEYTALHEALTH 15 REOWRED. j LEACH LINES SHALL BE A MINIMUM OF 10 FEET FROM STRUCTURES, 10 FEET FROM DRIVEW'AYS, 1 W T N) CATCH BASIN STORM DRAIN MANHOLE 811 / 800-227-2600 1 CLEAN AIR(VANPOOUEV (PER CBC) FEET FROM WELLS, AM 5 FEET FROM PROPERTY LINES. NEW SEPTIC TANK SHALL BE A MINIMUM 5 FEET FROM PROPERTY LINES. STRUCTURES. DRIVEWAYS 1B (N) PROVIDE AUTOMATIC EGRESS GATE III CATCH BASH AND 50 FEET FROM WELLS. JOB NO.: 21-IN ALL STORM DRAINAGE SHALL BE RETAINED ON SITE 19 i (N) PHASE 1 - OIUVEL Q FUTURE BUILDING. SIDEWAII( AND MEOW) CURB LOGTCN STDRMORAwMANHa-E WATER: PRIVATE WELL • ?0 OF1t0 OUGTING GNGN PROPOSED DRAINAGE DATE' SHOWN SEWER PRIVATE SEPTIC DIRECTION SCALE AS As sHa STORM DRAINAGE: PRIVATE ONSrrERETENTION BASIN 21 ' EwSTINGSIGN SHALL REMAIN aNc PARKING LOT AND SECURITY LIGHTING °RBY. KRL xr„ CIC 3Y' DE ` 1 TREES d EJ(ISTING PCYVFA Pots SHEET NO, EXISTING OVERHEAD ELECTRICAL ALONG BB FRONTAGE 1 OF 1 SHEET