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<br /> VICINITY MAP SHEET INDEX
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<br /> GENERAL-
<br /> TWO
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<br /> s � �� .� .�1 -� �� : � try ��N' ' fi 3 F-1 COVER SHEET
<br /> - � F-1 PETROLEUM SITE PLAN85 E4
<br /> RCO STAT106-N # 6080
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<br /> �LATHROP, CA-m 95330
<br /> � a _ h G-0.2.1 GENERAL NOTES (1 of 2)
<br /> a ... } = F _ x z G-0.2.2 GENERAL NOTES (2 of 2)
<br /> A GFENEItl, SYSTEM FUEL `y ;h G-0.3.1 UST SYSTEM CHECK LIST -,
<br /> .�` ��# � G-0.4.3 EL.F:CTRICA.L. CONDUIT ROUTING DETAILS
<br /> G_0.5 MISC. DETAILS
<br /> `°ms
<br /> G 0.0.2 NEW VENT STACK INSTALLATION ION 'WITH �'�e��r--Root CCVP
<br /> ATEIItt2_450 Gn
<br /> G--0,6.4 VEFC)ER-ROOT CCVP INSTALLATION NOTES
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<br /> �� k.� � fi_ � ��, ,� mm G--0,7.2 TANK FILL & VAPOR RISER DETAIL
<br /> _- - _ r�. F� _ p4 G-0,8.1 VEEDER.._ROOT SET UP (1 OF 2)
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<br /> G-0.8.2 VEEDER-ROOT SET UP (2 OF 2) c c
<br /> , M-5.3.01 TANK & PIPING MATERIALS LIST (I OF C)
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<br /> M-5.3.02 TANK & PIPING MATERIALS LIST (2 OF 2) '�
<br /> M-5.3.03 TYPICAL 20,000 GALLON DOUBLE WALL
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<br /> iBERGLASS TANK INSTALLATION DETAILS
<br /> QM5.304 TYPICAL 12,000/10,000 GALLON DOUBLEWALT
<br /> -TAILS TANK INSTALLATION DEt 5.3.08MI INSTALLATION
<br /> BLENDING WALL VENT
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<br /> VAPOR
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<br /> _..__ z a r _ , SIDE SUMP RINSTALLAT INSTALLATION DETAILS
<br /> M-5 i 1'3 L I }
<br /> M-5.3.16..1 GASOLINE FILL
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<br /> � M--5.3.18.1 DIESEL FILL SIDE SUMP INSTALLATION DETAILS
<br /> M--5.3.23 DISPENSER DETAILS WAYNE OVATION (3-VO)0 � I
<br /> BLEND INSTALLATION DETAILS
<br /> 1. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE CURRENT APPLICABLE M-5.3.23.1 DISPENSER DETAILS WAYNE OVATION (3+1)
<br /> I a I I I I UNIFORM BUILDING CODE, UNIFORM PLUMBING CODE, UNIFORM MECHANICAL CODE, UNIFORM BLEND INSTALLATION DETAILS
<br /> o I FIRE CODE, NATIONAL ELECTRIC CODE, CALIFORNIA UNDERGROUND STORAGE TANK M-5.3.21 TANK SLAB CONCRETE SPECIFICATIONS
<br /> { M�--5� 128 ELECTRICAL FUELING SITE PLAN
<br /> REGULATIONS, CAL-OSHA CONSTRUCTION SAFETY ORDERS, AND OTHER APPLICABLE STATE, `�
<br /> CITY, OR COUNTY ORDINANCES. M-5.3.20 ELECTRICAL FUELING CONDUIT PLAN
<br /> M--5.3.30 VEEDER--ROOT NOTES
<br /> 2. SITE SPECIFIC ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE PRECEDENCE FOR M--5.3.31 ELECTRICAL FUELING DETAILS FOR VEEDER-ROOT
<br /> 0 REFERENCING ALL DIMENSIONS, ELEVATIONS AND EQUIPMENT LOCATIONS. M-5.3,32 ELECTRICAL PANEL POWER & CONTROL WIRING
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<br /> 110 ( ..-__.._____..... 1 DETAILS
<br /> ( 0 ( 1 3. CON-TRACTOR SHALL DETERMINE THE I...00ATION AND DEPTH OF ALL BURIED PIPES AND M-5.3.33 ELECTRICAL PANEL & E--STOP CONTROL WIRING
<br /> I UTILITIES, WHETHER SHOWN OR NOT SHOWN ON THESE PLANS, PRIOR TO THE START OF SCHEMATIC
<br /> R CONSTRUCTION. NOTIFY UNDERGROUND SERVICE ALERT 1 -BOO---227__2.600 OR 811 AT M--5.3.34 EMERGENCY SHUTDOWN SCHEMATIC FUELING
<br /> _ / I ca -- LEAST (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION, CONTROLS WITH VWFC'S c
<br /> 4. CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES, BOTH PUBLIC AND PRIVATE, WHICH - - ---____ _.___ _.___.___
<br /> ARE TO REMAIN UNLESS NOTED OTHERWISE, CONTRACTOR SHALL REPAIR OR REPLACE, TO SUMMARYw
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<br /> THE OWNER'S SATISFACTION, ANY EXISTING FACILITIES WHICH ARE DAMAGED AS A RESULT QE �?
<br /> "THE CONTRACTOR'S OPERATIONS.
<br /> EXISTING FUELING FACILITY UPGRADE TO INCLUDE:
<br /> 1 5. ALL WORK AREAS SHALL BE ADEQUATELY BARRICADED THROUGHOUT THE CONSTRUCTION
<br /> _-------_.._. PERIOD, REMOVE EXISTING DISPENSERS & ISLANDS P. INSTALL NEW `'
<br /> REMOVE EXISTING, UNDERGROUND STORM.=E -TANKS INSTALL NEW � �--
<br /> 6. CONTRACTOR SMALL OBTAIN ALL REQUIRED PERMITS PRIOR TO THE START OF WORK. REMOVE EXISTING PRODUCT, VENT, c4C VAPOR PIPING �t INSTALL_ NEW
<br /> — INSTALL EVR PHASE II VEFDER_ROOT CCVP w/ISD.
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<br /> 7. CONTRACTOR SHALL COORDINATE AND OBTAIN ALL REQUIRED TESTS, INSPECTIONS, AND
<br /> SIGN-POPES AS REQUIRED BY MANUFACTURER'S SPECIFICATIONS AND LOCAL REGULATIONS
<br /> LIMITS OF CONSTRUCTION
<br /> I PRIOR TO BEING PLACED INTO OPERATION, PROVIDE COPIES OF TEST RESULTS TO OWNER'S
<br /> � AND REGULATORY AUTHORITIES.
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<br /> PROJECT CONTACTS
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<br /> { 8. ALL TANK AND DISPENSER SUMPS SHALL BE HYDROSTATICALLY TESTED (LAKE TEST) WITH
<br /> STANDARD WATER TO ENSURE THAT THE SUMPS ARE WATERTIGHT IN ACCORDANCE WITH THE -
<br /> ! I LTA OWNERS AND REGULATORY AGENCY REQUIREMENTS. PROPERTY OWNER BP WEST COAST PRODUCTS, k-I_C -
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<br /> 9. ALL TANK AND PIPING SYSTEMS, LEAK DETECTORS AND MONITORING SYSTEMS SHALL. BE CONTACT: 4 C;ENTERPOINT DRIVE, I A PALMA, CA 90623
<br /> TESTED IN ACCORDANCE WITH STATE, COUNTY, CITY, AND OTHER LOCAL CODES AND
<br /> �0 I REGULATIONS. CONTRACTOR SHALL GIVE REGULATORY AUTHORITY AND OWNER'S
<br /> t REPRESENTATIVE 48 HOURS ADVANCE NOTICE OF TESTING AND INSPECTIONS.
<br /> 10. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL ENCROACHMENT PERMITS IF WORK IS TO ARCHITECT LIDDYER- RYAN INC.
<br /> MCKENOCCUR IN THE PUBLIC RIGHT--OF--WAY. 6�747 SIERRA 2COURT, SUITE J
<br /> ®� 11. ALL TRENCHES IN TRAFFIC AREAS, INCLUDING PEDESTRIAN TRAFFIC AREAS, SHALL BE DUBLIN, CA 94568
<br /> COVERED WITH TRAFFIC RATES PLATES WHEN WORK IS NOT IN PROGRESS. TEL. (925) 551--7555
<br /> FAX (925) 551-7888
<br /> 12. EDGES OF EXISTING PAVEMENT CONCRETE SLABS, CONCRETE CURBS, AND SIDE ALKS SHALL_
<br /> BE NEATLY TRIMMED PRIOR TO PATCHING. CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT,
<br /> SLABS, ETC IN NEAT STRAIGHT LINES.
<br /> GPROJECT DATA
<br /> : 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL GAVE IN AT TANK EXCAVATION,
<br /> BEYOND WHAT IS INDICATED ON THE PIANS.
<br /> PROJECT ADDRESS: ARCO STATION #6080
<br /> 41� [ .____ ._ -_w: _______ 85 E. LOUISE AVE, LATHROP, CA. 95330LLJ
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<br /> ® ZONING DISTRICT: CG - GENERAL COMMERCIAL U CD
<br /> OCCUPANCY:
<br /> BUILDING M Lij L,.
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<br /> FUEL CANOPY S2
<br /> BUILDING CODES: 2007 CALIFORNIA BUILDING CODE uj F
<br /> 2007 CALIFORNIA MECHANICAL CODE f -
<br /> SITE PLAN 2007 CALIFORNIA PLUMBING CODE
<br /> SCALE: N.T.S. 2007 CALIFORNIA ELECTRiCAl.. CODE
<br /> 2007 CALIFORNIA FIRE. CODE
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<br /> _!FORNIA ENERGY CODE Ld2007 CAI �
<br /> ABBREVIATIONS
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<br /> ACC ACCESSIBLE EQUIP EQUIPMENT LPS LOW PRESSURE. SODIUM SF SQUARE FEET .. .__._..�w���O'��__.._.___.._..____._.________._._
<br /> AC,C. AC,C,ESSIBLEa ____.._.._ ____.
<br /> ACT ACOUSTICAL CEILING TILE EQ Y EQUAL MAX MAXIMUM SS STAINLESS STEEL_
<br /> -
<br /> EXIST EXISTING MECH MECHANICAL_ STP SUBMERGED TURBINE PUMP ___l.._ PLANNING CITY OF I_rE CEN PLANNING L,Ek-ARTMENT
<br /> S F 390 TOWNE CENTRE DR � GF����dN E��Y; ��
<br /> ADJ ADJUSTABLE LM
<br /> AFF ABOVE FINISHED FLOOR EXP EXPOSED MC MECHANICAL CONTRACTOR STL STEELLATHROP, CA 95330 /{E BY:
<br /> ALUM ALUMINUM EXT EXTERIOR MEP MECHANICAL, ELECTRICAL_ & PLUMBING STG STORAGE
<br /> r , FFEm FINISH FLOOR ELEVATION MFR MANUFACTURER SUSP SUSPENDED (?09) 858---2860 ���T�a /2 / c���
<br /> BLKG X APPROXIMATE FOC FACE OF CABINET MIN MINIMUM TEL TELEPHONE
<br /> BLKG BLOCKING � N(�_...�...�40-015001 .1
<br /> FOG FACE OF GLAZING MLDG MOULDING TEMP TEMPORARY BUILDING CITY OF LATHROP BUILDING DEPARTMENT
<br /> BOB BOTTOM OF BEAM 390 TO°WNE CENTRE DR
<br /> FOS FACE OF STUD MTL METAL TYP TYPICAL LATHROP, CA 95330
<br /> BLDG BUILDING FRP FIBERGLASS REINFORCED PANEL NAT NATURAL LION UNLESS OTHERWISE NOTED (209) 858-2860 �- /""-
<br /> CAB CABINET FLR FLOOR NIC NOT IN CONTRACT UST UNDERGROUND STORAGE TANK
<br /> GARB CAL IF. AIR RESOURCE BOARD �-
<br /> CLG CEILING F-T FOOT/FEET NTS NOT TO SCALE VCT VINYL COMPOSITE TILE , � �
<br /> CLR Cl..-EAR/CLEARANCE
<br /> FV FIELD VERIFY OC ON CENTER VERT VERTICAL FIRE PREVENTION LATNROP/MANTECA FIRE DEPARTMENT
<br /> CMU CONCREI E MASONRY UNIT GA GAUGE OD OUTSIDE DIAMETER � ��
<br /> VIF VERIFY IN FIELD
<br /> 800 E. J ST,
<br /> CTR GALV GALVANIZED OF OUTSIDE FACE VR VAPOR RECOVERY LATHROP, CA 95330
<br /> CENTER
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<br /> CL CENTERLINE GC GENERAL CONTRACTOR OPNG OPENING WH WATER HEATER (209) 858-2331 'o�
<br /> GWB GYPSUM WALL BOARD PC PLUMBING CONTRACTOR WD WOOD `dap C`,13933
<br /> COL COLUMN EXRaff�.:.31-t1 �
<br /> CONC CONCRSTE HC HOLLOW CORE PLAM PLASTIC LAMINATE AIR QUALITY SAN JOAQUIN VALLEY AIR POLLUTION DISTRICT //
<br /> CONT HDR HEADER PLY PLYWOOD 1990 E. GETTYSBURG AVENUE
<br /> CONTINUOUS
<br /> CONST HDWD HARDWOOD P.O.S. POINT OF SALE
<br /> OT CERAMIC TILE HDWR HARDWARE PT PAINT FRESNO, CA. 93726--
<br /> CONSTRUCTION 0244
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<br /> CW COLD WATER HM HOLLOW METAL QT QUARRY TILE (559) 230_-6000
<br /> (559) 230-6061
<br /> DEC DEGREES HORN HORIZONTAL R RADIUS
<br /> DTL DETAIL HR HOUR REF REFERENCECOUNTY
<br /> DIA DIAMETER HVAC HEATING/VENTILATING & REQ(D) REQUIRE D) CIJPA HEALTH
<br /> OF SAN JC)AQUIN ENVIRONMENTALSHEET
<br /> DIM DIMENSION AIR CONDITIONING REV REVISED/�REVISION 600 E. MAIN ST.
<br /> DISP DISPENSER HW HOT WATER Sc SOLID CORE
<br /> DWG(S) DRAWING(S) ID INSIDE DIAMETER SIM SIMILAR OCKTON, CA 95202
<br /> (2
<br /> TI
<br /> EA EACH IF INSIDE/INTERIOR FACE SOL SOLID (209) 468-3420 e
<br /> EC ELECTRICAL. CONTRACTOR INSL.IL_ INSULATION SPECS SPECIFICATIONS)
<br /> ELEV ELEVATION INFO INFORMATION SQ SQUARE,
<br /> ELEC ELECTRICAL OF 30 SHEUS
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