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=1 1 2 3 4 5 6 7
<br /> ED N5 D
<br /> I. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MANUFACTURER'S INSTALLATION SPECIFICATIONS QUANTITY SIZE AND DESCRIPTION
<br /> Y r
<br /> AND ASTRICTIONS(EXCEPT FOR USE OF HEAT BLANKETS - SEE BELOW). L ALL CCNSTWCTION SHALL CONFOIR M TO THE COUNTY 14. ALL MATERIAL OBTAINED FROM ANY EXCAVATION WORK TANK HARDWARE
<br /> SPECIFICATIONS,CURRENT EDITION. THAT IS NOT CONTAINED WITHIN FOUNDATIONS,RETAINING
<br /> FIBERGLASS PIPING SHALL BE LIMITED TO THE FOLLOWING: WALLS,OR BY OTHER APPROVED METHODS SHALL BE
<br /> 2. THE CONTRACTOR SHALL BE IN RECEIPT C CONSTRUCTION
<br /> Y REMOVED FROM THE SUBJECT PARCEL AND DISPOSED OF C o
<br /> 2. RECOMMENDED MINIMUM PIPE BURIAL DEPTHS: APPROVED PLANS PRIOR TO BEGINNING CONSTRJGTION J
<br /> -'--=---..--- AT A SITE APPROVED BY LOCAL AUTHORITY STAFF.
<br /> WITHIN THE STREET RIGHT OF WAY. 3 EA WESTER)FIBERGLASS SUMP W/SUMP RISER LIDS(42'xb0')1AP-I685G O O
<br /> 15. SOIL AND CONSTRUCTION MATERIAL SHALL NOT BE TRACKED
<br /> 5 A. PROVIDE A TRENCH WIDTH EQUAL t0 PIPE DIA PLUS SIX INCHES ON EA. SIDE. SEPARATE 3. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE OFF THE CONSTRUCTION SITE. GRADING OPERATIONS SHALL 3 EA DPW 1-2100 DEVR 5 GAL. FILL W/DRAIN,ALUMINUM COVER O O
<br /> w0 MULTIPLE LINES BY FOUR INCHES EXACT LOCATION OF ALL EXISTING UTILITIES AND FOR THE A�Co/'�tA�C INC
<br /> ' PROTECTION OF AND REPAIR OF DAMAGE TO THEM. CEASE IN THE EVENT THAT A DANGER OF VIOLATING THIS /, J CIA J
<br /> B. PROVIDE IS INCHES MIN. BETWEEN TOP OF PIPE AND UNPAVED SURFACE UNDERGROUND SERVICE ALERT(USA)800-642.2444 CONDITION EXISTS. THE SITE SHALL BE CLEANED UP AND 3 EA. OPW 1-2100 FEVR 5 GAL. VAPOR W/PLUG,ALUPMINUM COVER O O ENNRONRIENTAL DESIGN
<br /> G. PROVIDE 8 INCHES MIN. BETWEEN 70P OF PIPE AND ASPHALT PAVEMENT 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BAR- ROAD RKaHTS-OF-WAY SWEPT CLEAN WHEN NECESSARY. 3 EA. OPY16150-4000-SVR 4' OVERFILL VALVE O O PLANNING
<br /> PROT
<br /> ION
<br /> RICADES,SAFETY DEVICES AND CONTROL OF TRAFFIC 16. DURING CONSTRUCTION,ADEQUATE EROSION CONTROL
<br /> DE
<br /> © D. PROVIDE 4 INCHES BETWEEN TOP OF: PIPE AND REINFORCED CONCRETE DEVICES SUCH AS ETA EROSION CONTROL DEVICES, ,
<br /> WITHIN THE CONSTRUCTION AREA. 3 EA. OPW 61JSK-4400-SVR JACK SCREW ASSEMBLY O O
<br /> DUST CONTROL AND VEGETATION PROTECTION BARdRIERS
<br /> AIG PAVING, 5. EXISTING ASPHALT PAVEMENT SHALL BE CUT TO A NEAT, SHALL BE MAINTAINED. 3 EA. OPW 63477.1085-EVR 4' FILL CAP O O
<br /> A SEE NOT I NONE, SEE NOTE OB STRAIGHT LINE. THE EXPOSED EDGE SHALL BE TACKED A r
<br /> OWITH EMULSION PRIOR TO PAVING. 11 NOT USED 3 EA. DPW IIIT-1085 EVR 4' VAPOR GAP O O
<br /> 6. THE TYPES,LOCATIONS,SITUE5 AND/OR DEPTHS OF EXISTING
<br /> CONC., SEE NOTE O - = UNDERGROUND UTILITIES AS SHOWN ON THESE IMPROVEMENT 18. NOT USED 3 EA. OPN 61SALP-1020-EVR FUEL SWIVEL ADAPTER O O
<br /> z 950 FULAVENUE, SUITE 200
<br /> z - F
<br /> PLANS WERE OBTAINED FROM SOURCES OF VARYING SACRAMENTO, CA, 9-720 4503
<br /> - - z RELIABILITY. THE CONTRACTOR IS CAUTIONED THAT ONLY 15. NOT USED 3 EA. OPW 61vSA-1010-SVR VAPOR SWIVEL ADAPTER O O TELE (916) 979-7205
<br /> -v ACTUAL EXCAVATION WILL REVEAL THE TYPES,EXTENT, 20. DURING EXCAVATION IF A MAN WILL BE REGIUIRED TO FAX (916) 979-7210
<br /> z :.. :.•, - SIZES,LOCATION AND DEPTHS OF SUCH UNDERGROUND DESCEND INTO A TRENCH OF EXCAVATION THAT 15 9 EA. POMECO FSA-400 EVR FACE SEAL ADAPTER O O
<br /> UTILITIES. THE ARCWTECT/ENGIFIEER ASSUMES NO RESPON- GREATER THAN (59 FIVE FEET THE pIV151CN OF
<br /> 5161LITY FOR THE COMPLETENESS OR ACCURACY OF THE OCCUPATIONAL SAFETY AND HEALTH WILL BE NOTIFIED 3 EA. HUSKY 4885 2' PRESSURE VACUUM VENT O O
<br /> PIPE )= EXISTENCE OF ANY OTHER BURIED OBJECTS OR UTILITIES AND A PERMIT OBTAINED.
<br /> WHICH MAY BE ENCOUNTERED BUT ARE NOT SHOWN CN 3 EA. OPW 233VM-6045 4434 EXTRACTOR VALVE O O
<br /> 9
<br /> SELECT %�/�// !W/
<br /> THESE PLANS. 21. THE LENGTH OF OPEN TRENCHES (EXCLUDING FOUNDATION 3 EA. POMECO 6110-31TX 31'MANHOLE WITH HANDLE O O
<br /> �- 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORD- TRENCHES)AT THE END OF EACH WORKING DAY SHALL
<br /> BACKFILL 4' MM 6'MIN (NATION OF ALL SITE WORK AND SHALL INSURE THAT THERE NOT EXCEED 50 FEET 6 EA. POMECO 6110-ISWT IB'MANHOLE O O
<br /> IS ADEQUATE DRAINAGE,AFTER LANDSCAPING,TO PREVENT 22. NO CLEANING OF EQUIPMENT, INCLUDING CEMENT MIXERS,
<br /> WATER PONDING ON THE FINISHED SITE. SHALL BE FETLMIITED ANYWHERE ON THE SUBJECT 2 EA. RED JACKET PI506142 11/2 HP VARIABLE LENGTH SUB PUANP O O
<br /> 3. RECOMMENDED ADHESIVE FOR DUALOY 3000/LCX COAXIAL FIBERGLASS PIPING SYSTEM W/ $. TINE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRO- PROPERTY,UNLESS AUTHORIZED BY LOCAL AUTHORITY
<br /> BONDED CLAMSHELL FITTINGS TECTION OF MONUMENTS AND ALL OTHER SURVEY MARKERS STAFF. 2 EA. RED JACKET 880.041-1 ISOTROL ISOLATION BOX O O
<br /> WRING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS 23. LOOSE SOIL MOUNDS OR SURFACESSHALL BE PROTECTED
<br /> A. BONDING PRIMARY SY8TEMS USE AMERON ADHESIVE PSXTM20 OR PSXTM34 DESTROYED DURING CONSTRICTION SHALL BE REPLACED IEA. RED JACKET fl88-241.5 SYPHON CHECK VALVE O O
<br /> AT THE CONTRACTOR'S EXPENSE. FROM WIND VE WATER EROSION FN BEING APOROP-
<br /> RRORY COVERED WHEN REQUIRED
<br /> BY LOCAL
<br /> IS NOT IN ACTIVE g EA. TITEFLEX 110165-3224 2'x24'MxM SWIVEL FLEX CONNECTOR O O
<br /> B. BONDING CONTAINMENT PIPING USE AMERON ADHESIVE: P5XTM20 9. NOT USED PROGRESS OR WHEN REQUIRED BY LOCAL AUTHORITY
<br /> STAFF. 3 EA. JOMAR 100-106 2' BALL VALVE O O
<br /> C. ALL THREADED JOINTS SHALL BE ASSEMBLED USING A NONHARDENNNG,SOLVENT FREE TELFLON BASED THREAD 10. ALL GRADING SHALL TERMINATE AT THE PROPERTY LINE 24. ALL EXCAVATED MATERIAL SHALL BE STORED UPGRADE
<br /> SEALANT,SUCH AS JCMAR SEAL 'THE HEAVYWEIGHT' OR GASOLIA SOFT PIPE SEALANT. AND NO CUTS OR FILLS WILL BE ALLOWED BEYOND SAID FROM THE EXCAVATED AREAS. NO MATERIAL SHALL BE 15 EA. DIVERSIFIED 40-1 13/4' ENTRY BOOT O O
<br /> PROPERTY LINE UNLESS THE OWNER OR CONTRACTOR HAS STORED IN ANY STREAM ENVIRONMENT ZONE OR NET
<br /> WRITTEN PERMISVCN FROM THE ADJACENT LAND OWNER(6) AREAS. 3 EA. DIVERSIFIED 110D-3.1 V ENTRY BOOT O O
<br /> 4. ALL PIPING SYSTEMS SHALL BE TESTED AS FOLLOWS: AND/OR LOCAL JURISDICTIONAL AUTHORITY. L L MOORS, ARCHITECT, along
<br /> 25. EQUIPMENT OFA SIZE AND TYPE THAT,UNDER PREVAILING 10 EA. DIVERSIFIED 8D-2.1 1' with S ENTRY BOOT O O with SUTTON & ASSOC., INC., jointly
<br /> A. 2' - 50 MI AND APPLY SOAP SOLUTION. IL WHENEVER POSSIBLE,UTILITIES SHALL OCCUPY COMMON SITE CONDITIONS,WILL DO THE LEAST AMOUNT OF DAMAGE hereby expressly preserve their com-
<br /> mon law copyright and other property
<br /> B. 3' - 45 PSI AND APPLY SOAP SOLUTION. TRENCHES TO MINIMIZE SITE DISTURBANCE. 12 EA. DIVERSIFIED RA2.1 x 2.4 NPA 3' x 2' REDUCER W/AIR TEST O O rights in these plans. These plans
<br /> n. NOT USED FOR THIS PROJECT. 26. NO GRADING,FILLING,CLEARING,OF VEGETATION, B are not to be reproduced, copied or
<br /> 8 C. V SECONDARY - 5 PSI AND APPLY SOAP SOLUTION. OPERATION OF EQUIPMENT OR DISTURBANCE OF THE SOIL changed in any form whatsoever, nor
<br /> 13. THERE SHALL BE NO GRADING,FILLING,CLEARING OF SHALL TAKE PLACE IN AREA WHERE ANY HISTORIC OR ��+'R are they to be assigned to a third
<br /> VEGETATION (WHICH DISTURBS SOIL)OR OTHER PREHISTORIC RUINS OR MONUMENTS OR OBJECTS OF Di VPENSERS: party, without first obtaining the ex-
<br /> 5. VAPOR BLOCKAGE TEST TO BE ARRANGED AND WITNESSED BY THE: ARCHITECT/ENGINEER UNLESS PRIOR APPROVAL 15 DISTURBANCE Oa THE SOIL DURING INCLEMENT WEATHER ANTIQUITY ARE PRESENT OR COULD BE DAMAGED BY press written consent of RAL.
<br /> GIVEN M WRITING. CONFIR'I ALL PRESSURE TESTING WITH ARCFIITECT/ENGINEER REPRESENTATIVE ONE (1)WEEK PRIOR TO AND FOR THE RESULTING PERIOD OF TIME WHEN THE SITE GRADING. F ANY HISTORIC OR PREHISTORIC RUMS OR MOORS and/or SUTTON & ASSOC.,OC. INC.
<br /> SCHEDULING. IS IN A SATURATED,MUDDY OR "TABLE CONDITION. OBJECTS OF ANTIQUITY ARE DISCOVERED, ALL GRADING, 3 EA. GILBARCO ENC300MNI BLENDING 340 THREE PRODUCT,TWO SIDED,TWO O O
<br /> FILLING,CLEARING OF VEGETATION,OPERATION OF HOSE DISPENSER WITH A 40.5'FRAME AND VALERO GRAPHICS
<br /> EQUIPMENT OR DISTURBANCE OF THE SOIL SHALL CEASE. GILBARCO CRIND MONOCHROME ENCORE - 2 SIDES
<br /> GILBAROO BALANCE VAPOR PIPING FACTORY INSTALLED RANDALL L. MOORE, ARCHITECT
<br /> GILBARCO PAINTED CANOPY FURNISHED BY VALERO
<br /> GILBARCO ENCORE TWO SIDED SPEAKER OPTION C 08723
<br /> 1 EA. GALBARCO PAO3060020 DUAL BOARD DISTRBUTION BOX O O WII
<br /> CN
<br /> 52I:IBERGLASS PIPING NOTES B40ENERAL NOTES d 2 r
<br /> FIRLVGASS_t9TESd 4-23-03 1 43 pN PSI 6EN�l01ETA. ]2602 90(46 DISPI=NEER WARDUJARE: Q Y
<br /> AUTOMATIC 5NUTOFF NOTES: z o
<br /> WIL
<br /> 6 SCI. ESOLLARD AND CAP, 6 EA. VST VSTA-012 12' COAXIAL HOSE WHIP O O _. m 0
<br /> TYP. - SEE: FUEL ISLAND HANDICAP ACCESS: 48" THE FUEL SYSTEM FOR THIS GAS STATION L AUTOMATICALLY N
<br /> TRIM, Dbrr3 AND D2/11 x 30" CLEAR LEVEL SHUT DCI, N BY THE FUEL SENSMG SYSTEM WHEN: 1L. IS Q
<br /> 6 EA. VST VDV-096-31 6' COAXIAL NOSE 31' VENTURI O Off) � / � y Q U X
<br /> 1. THE
<br /> SENSORS DETECT
<br /> BALANCE FREATTAC14ABLE
<br /> 4
<br /> EA AXDE LOP£) 2. THE EEMEERRGENCCYY SHUUT-OFF SWITCH 16 TRIIFF FED. b EA. HUSKY I0 NEW BALANCE NOZZLE/LONG SPOUT O O Q L�� �J 11L�' UU UJ
<br /> UJ µY roe
<br /> 3. THE DISPENSER 50P SENSORS DETECT LIQUID CL
<br /> 2 EA, 6013-$FR6W3:L3 3'x3'x13' ISLAND FORM W/6' RADIUS END O O W 7 U Q U
<br /> 9 AUDIBLE 4 VISUAL ALARMS WILL ALERT THE STATION 3 EA. TOTAL GON7AINMENT DF4022 DISPENSER 51.d1P FOR GiLBARCO ENCORE 40.5' O O IK 7 2 Q
<br /> OPERATOR IN THE EVENT LIQUID IS DETECTED IN A TAW �'" !!l1111117�{
<br /> ANNULAR SPACES. 9 EA. TOTAL C40NTAUMMENT 13AWN PRODUCT WEAR VALVE MOUNTING BRACKETS O O N U Z M U1 "
<br /> WL
<br /> 1L
<br /> C _ _ _ _ AUTO TACJIC GAUGE (A.T.G.) 3 EA. TOTAL CONTAINMENT 584221V VAPOR BRACKET O O C � ��} 'G� O O
<br /> ATG WILL BE PROGRAMMED TO BE ALARMED IN THE EVENT OF �J
<br /> 6 EA. OPW 108NSH
<br /> MP-5830 DOUBLE POPPET EAR VALVE O O
<br /> 90%OYERFILL CONDITION. B=-
<br /> \ 3 EA. OPW 60V5P-1001 I'x11/2' P'OPPETED VAPOR SHEAR VALVE O O in
<br /> 7.►) +- '3
<br /> S% SLOPE 10" AROUND FOR ALL, ABOVE CONDITIONS,AUDIBLE AND VISUAL ALAR15 9 EA. TITEFLEX 110165-2411 1 V2'x 1 1/2'x 12'MSxM FLEX CONNECTOR O O
<br /> DISPENSER, TYP. 3'-I' 3'-1' WILL ALERT THE STATION OPERATOR
<br /> I EA. BRAVO 5-500-JP-F38-53 VENT BOX O O
<br /> REVISION BY
<br /> I EA. BRAVO R5-500-JP-36 VENT RACK O O
<br /> PER SITE PLAN
<br /> C1 DISPENSER LAYOUT C3 AUTOMATIC SHUTOIP NOTES MONITORING SYSTEM
<br /> OISPENDER_UWWT.dw 21302 41721 SCALE: 1/4'=1'-0: SWJiGFF WTES 51903 33145 NO SCALE
<br /> SEAL ENTRY 5001 CONNECTION TO SERRATED FLANGED FNA (TYP.) 1. CONTRACTOR TO MEET THE FOLLOWING REQUIREMENTS
<br /> CONTAINMENT SUMP PRIOR TO THE OPERATION Op THE STATION. I EA. VEEDER ROCT 848290.022 TLS-350 PLUS TANK MONITORING CONSOLE WITH O O
<br /> A. TAW SYSTEM TO BE INSPECTED BY THE COUNT'f
<br /> ENVIRONMENTAL MANAGEMENT DEPARTMENT AT (4) INTEGRAL PRINTER
<br /> FLEXIBLE ENTRY BOOT SEPARATE CONSTRICTION PHASES: I EA. VEEDER ROOT 329356-002 FOUR INPUT PROBE MODULE O O DATE: MAY 1, 2003
<br /> 90CCMFRl
<br /> I. SETTING OF TANKS.
<br /> STAMLES6 STEEL CLAMP 2. NFPA 30 TEST - PRIMARY PIPING AND TAt�N, 2 EA. VEEDER 8007 329358-001 EIGHT INPUT SENSOR MODULE O O DRAWN BY: BGM 3. INSPECTION OF ALL SECONDARY CONTAINMENT
<br /> (TAW,TOPS MUST BE VISIBLE ALONG ENTIRE I EA. VEEDER ROOT 329359-001 FOUR RELAY OUTPUT MODULE O O JOB NO:
<br /> LENGTH OF TANKS)INCLUDING PRESSURE TESTSAND CORROSION PROTECTION. 3 EA. VEEDER ROOT 841390-101 WMAGNETOSTRICTIVE FROM O O 4. FINAL SYSTEM INSPECTION INCLUDING ALL
<br /> PORTIONS OF THE LEAK DETECTION SYSTEM. 3 EA. VEEDER ROOT 84&600-000 GASOLINE PROBE O O
<br /> B. PFMCI BY THE ONTTNESST TY RESULTTS FEORWARDENTAL ADNM APPROVED SHEET
<br /> 6 EA. VEEDER ROOT 194380-208 BUMP SENSOR6 O OPIPE OR CONDUIT RING
<br /> D DEPARTMENT PRIOR i0 TANK SYSTEM BEING PLACED IN D
<br /> INTERIOR OF SUMP WALL OPERATION. 3 EA. VEEDER ROOT 194390-420 INTERSTITIAL SENSOR O O
<br /> 1. USING COMPRESSION RING AS A GUIDE,DRILL PTFE/CONDUIT HOLE AND BOLT HOLES THROUGH SUMP WALL PER TABLE C. STATE REGISTRATION 'FORM A',FORM B"S AND 3 EA. MORRISON 305XPA-020OAK 4' FROBE CAP AND RING KITS O O
<br /> BELOWCERTIFICATE OF COMPLETION' 'FORM C"S SUBMITTED. 3 EA. MORRISON 305XPA-220OAK 2' SENSOR CAP AND RING KITS O O
<br /> 2. ASSEMBLE PARTS AS SHOWN ABOVE. UNIFORMLY TIGHTEN ALL BOLTS 4 STANLESS STEEL CLAMP TO 60-M.LBS. D COUNTY OPERATION FEE$PAID FOR THE FIRST YEAR OF
<br /> TORQUE. 8 EA. LSI•SSK-UNV-3201ANLVERBAL RETROFIT KIT O O T3
<br /> OPERATION.
<br /> FLEXIBLE PIPE/CONDUIT HOLE SAW BOLT HOLE
<br /> ENTRY BOOT NORMAL SIZE SIZE SIZE NOTE: SUMP AND PENETRATIONS OF SLMP E. STATE SURCHARGES PAID. OF SHEETS
<br /> FEB3015 3ITO CONDUIT 3' 5/16"m SHALL BE WATER TIGHT.
<br /> FE83100 I'8 CONDUIT 3' 54610 F. CERTIFICATE OF FINANCIAL RESPONSIBILITY SUBMITTED. /� j/ NOT
<br /> I
<br /> �{
<br /> FEE3600 2.O FRP PIPE 41/2' 5/I610 T 4Ni` I O T.6
<br /> FE86300 310 FPo'PIPE 41/2' 5/I610 G. HAZARDOUS MATERIALS MANAGEMENT PLAN SUBMITTED
<br /> nPIPE/CONDUIT SUMP ENTRY D3 CICCUPANCY NOTES
<br /> p4 MAtERiAL1 LIST M,4T R � �t�-�
<br /> PIPE_ENTRY.tivB 21402 25341 SCALE= NTS 2CWWDNCY NOiES.dog 5-23-02 16e426 an PST -XATERIGES11Sid.p 5-1-03 60731 pn PST
<br /> 1 2 nI 3 4 SII 5 6 J 7 sut24x36.dwg 92500 21556
<br /> = 41 e. YI 311T3.dwg 51303 111358
<br />
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