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<br /> OQUANT1 SIZE AND E)MICRIFTION
<br /> i. ALL '( €NG SHAL,.L E INSTALLED 1N ACCORDANCE WITH ALL A L[CAP3LE MANUFACTURER'S INSTALLATION SPECIFICATIONS
<br /> .�:w
<br /> ANY µXCAVATI WO ...
<br /> AND INSTRUCTIONS (EXCEPT Ff7R USE OF HEAT SLA, TS � BELOW). 1. ALL_ C STRUCTION SHALL CONFO TO 'THE SAN JOAOi�iN i4. Ak�L MATERIAL OBTAINED m
<br /> COUNTY SPECiFICATI 5,CU t EDITI TWAT f5 NOT CONTAINED WITHIN P3ATIONS, RETAINf ________... .______....._._._..._._._.__.._.___......._____....__ _.___.
<br /> 2. F1BE LA55 PIPING SHALL E LIMITED TO TP THE FOLD ING: OTHER
<br /> __. . _.. _w__-_-_,
<br /> WALL,.S, Y OTHER ' OVER METHODS SHALL i . . MODE WELDING12 GALLON GLASTEEL. 12 TANS WITH 1-43-
<br /> REMOVED
<br /> -
<br /> 2. THE CONTRACTOR SHALL IN RECEIPT TY FROM THE SUBJECT PARCEL AND DISPOSED OF COLLAR AND STANDA FITTINGS. 129 3/5" DIAMENTER CONSISTING OF talo
<br /> _TPF _ APPROVED PLANS PRIOR TO BEGINNING ST TI
<br /> �_. SUTTO
<br /> SMITH F1BE LA$6 RED THREAD IIA PRODUCT, VENT AND VAPOR LINES,USING .Y D SERIES ADHESIV TO WITHIN THE STREET RIGHT c WAY`
<br /> AT A SITE APPROVED BY LOCAL AUTHORITY STAFF. LISTED 5/16" STEEL_ PRIMARY TANK, 1 MIL FIBERGLASS OUTER TA
<br /> i„ 15. 601L " CONS CT! MATERIAL SMALL NOT BE 'TRACKED
<br /> JOiN PRIMARY PRODUCT SECONDARY CONTAINMENT FTE A FITTf R ALCOHOLS AND AL HOL""GASOL:"INE
<br /> THE' CONTRACTOR IS RESPONSIBLE DE1E NI THE
<br /> MIXTURES. WHEN JOINING SECONDARY CONTAINMENT FITTINGS, A SPECIAL FILLER FROM SMITH FIBS LA55 PRODUCTS EXACT LOCATION OF ALL EXISTING UTILITIES FOR THE OFF THE CONSTRUCTION SITE. GRADING I TIONS ;ad-IALI.
<br /> mak" I MUST BE ADDED TO 'THE OS; , SERIES ADHESIVES. OTECTI OF AND PAIR OF DAMAGE TO THEM.
<br /> CEASE IN THEE T THAT A DANGER VIOLATING THIS
<br /> ,. ' CONDITION EXISTS. THE SITE SHALL BE CLEANED UP AND . . .� . ENVIRONMENTAL DESIGN SOCIATES, INC.
<br /> UNDERGROUND SERVICE ALERT (USA)PM-642-2444
<br /> ROAD RIGHTS-OF-WAY SWEPT CLEAN WHEN NECESSARI'. PLANNING
<br /> 4. "THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BAR- 16. DURING NSTRUCTiON, ENVIRONMENTAL ROTECTiON
<br /> u RiCADES, SAFETY DEVICES AND CONTROL OFT TRAFFIC DEVICES SUCH ASADEQUATE EROSE CONTROL DEVICES, i EA. WESTERV FIBERGLASS 11 TAP42-1193C 42"X45° TANS. SUMP
<br /> WITHIN THE CONSTRUCTION AREA.
<br /> AM ON SYS'TEEMSL DUST CONTROL AND VEGETATION PROTECTION BARRIERS
<br /> AMERON STANDARDDUALOY 0 FILAMENT WOUND PIPE R PRODUCT,, VENT, VAPOR AND SECONDARY 5, EXIST( ASPHALT PAVEMENT SHALL BE CUT TO A NEAT, SHALL BE. MAINTAINED. 1 EA. WEST, FIBERGLASS �AC: ' 04 NL> KIT 5 SEAMS C
<br /> STIGHT LINE, THE EXPOSED EE SHALL BE TAD
<br /> CONTAINMENT PIPES WITH DESIGNATED 4LCOPOL LISTED MOLDED BLACK FITTINGS (2 NIECE FOR CONTAINMENT PIPING).
<br /> WITH EMULSION PRIOR TO PAVING. 11. NOT USED FOR THIS PROJECT.
<br /> FOR PRIMARY SYSTEM USE -45A TWO PART EPDXY. LOCATIONS, SIZES AND/OR DEPTHS OF EXISTING
<br /> THE TYPES, ..°
<br /> FOR CONTAINMENT PIPING USE C2O14T TWO PART EPDXY'. UNDERGROUND UTILITIES A$ SHOWN ON THESE IMPROVEMENT 15, NOT USED FOR THiS PROJECT, TANX AcCrESSORIFES 950 FULTON AVENUE, SUITE 200
<br /> PLANS WERE OBTAINED FROM OF VARYI SACRAMENTO,
<br /> C. ALL "THREADED JOINTS SHALL ASSEMBLED USING RECT SEAL NO, 1 PIPE THREAD COMPOUND. Nl(9 CA. 95825--4503
<br /> RELIABILITY. THE CONTRACTOR CTOR IS CAUTIONED THAT ONLY i9, NOT USED FOR THIS »�
<br /> PROJECT. 1�� .. � N IC-2100 5 GAl�I� P {
<br /> OVLL CONTAINER ° TELE ( 1 Ei) 979-7205
<br /> ACTUAL EXCAVATION WILL REVEAL THE TYPES, EXTENT, 20, DURINGEXCAVATIONiF A MAN WiLL BE REQUIRED TO FAX (91 Via) 979--7210
<br /> SIZES, LOCATION AND DEPTHS OF SUCH UNDERGROUND DESCEND INTO A TRENCH EXCAVATIONTHAT IS 1 EA, O 61 -41 � OVERFILL VENT ION VALVE C
<br /> ALL PIPi SYSTEMC SHALk_ BE TESTED AS FOLLOWS UTILITIES. THE ARCHITECT/ENGINEER AS ES NO R, SPON-
<br /> SIBiLITY FOR THE CV1PLETENE66 OR ACCURACY OF THE GREATER THAN (5')FiVE FEET THE DIVISION OF 1 EA. PHIL-TITE 1OO-B SWIVEL ADAPTOR FOR FILL
<br /> A. 2" ." 50 51 AND APPLY SOAP SOLUTION. CUPATi AL SAFETY AND HEALTH WILL E NOTIFIED
<br /> EXISTENCE OF ANY OTHER BURIED OBJECTS . UTILITIES
<br /> B. 3" _. 45 PSI AND APPLY WAP50LUTIOK WHICH MAY BE ENCOUNTERED BUT ARE NOT 61-IONN ON AND APEiT OBTAINED. 1 EA. MORRISON 305C - ODWT CAP 4° 0 0
<br /> C. 3° SECONDARY - 5 Florl AND APPLY THESE FLANS,
<br /> AP SOLUTION. 21. THE LENGTH OPEN TRENCHES (EXCLUDIFOUNDATION
<br /> 4. VAPOR BL. E TEST TO BEA ED AND WITNESSED BY THE ARCHITECT/ENGINEER "iNEER UNLESS PRIOR APPROVAL 15 1. 'THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORD- TRENCHES) AT THE END OF EACH WORKING DAY SHALL 1 EA. 233V442O EXTRACTOR 4X2
<br /> Gi IN WR1TiNG, CONFIRM ALL PRESSURE TESTING s WITH A C461TECT . 1NEE SENTAi1VE E (i)WEEK 1C TO INATICN ALL. SITE W05d", AND SHALL INSURE.: THAT 'THERE NOT EXCEED 50 FEET
<br /> IS ADEQUATE DRAINAGE, AFTER LANDS APING, TO FREVENT I EA. O 23-0055 T CAP C
<br /> SCHEDULING. 22. NO CLEANING Cr- EQUIPMENT INCLUDING CEMENT MIXERS �
<br /> WATER PONDi THE FINISHED SITE. _
<br /> SHALL BE PERMITTED ANYWHEREON THE 5U 1ECT I EA. ECC 6110-31WT WATERTIGHT MANHOLE 0 � � RANDALL, LYNN .
<br /> 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRO- PROPERTY, UNLESS AUTHORIZED 5YLOCAL AUTHORITY MOORE
<br /> PIPE MINIM14M BURIAL MINIMUM AMOUNT OF PEA GRAVEL TECTION OF MONUMENTS AND ALL OTHER SURVEY MARKERS V4FR 1 EA. PROMECO 6110-16WT 16" WATERTIGHT MANHOLE �--8723
<br /> PIPE MANUFACTURER 61ZE SU ACE CONDITION DEPTH A50VE THE TOE` OF THE PIPE DURING CONSTRUCT ION, ALL SUCH M UMENT$ OR MA R,
<br /> DESTROYED DURING CONSTRUCTION SHALL BE PLAC FD 23. LOOSE IL M OR SURFACES SHALL BE PROTECTED # __ DATE
<br /> it " IEA. 116-1054 EXTRACT VALVE CAP ( G /� 'ww�a.03 a
<br /> A1" THE C T C3T EXPENSE. FROM WIND OR WATER EROSION BY BEING A OP- � �
<br /> SMITH FiBE LASS 2" UNPAVED 11 12 �
<br /> RED THREAD IEA PAVED,ASPHALT 12" 5" RiATELY COVE D WHEN CONSTRUCTION 15 NOT iN ACTIVE S
<br /> (4°° MINIMUM)
<br /> 9, PROVIDE 6LB OF LAMP BLACKPER.YARD ON ALL SITE RE66 OR WHEN REQUIRED BY' LOCA!_ AUTHORITY" i EA, 19 LD-2200 LINE LEAS DETECTOR � � � � Of
<br /> G k�o%�
<br /> PAVED,CONCRETE 911 5" RELATED CONCRETE INSTALLATIONS. STAFF.
<br /> (4 MINIMUM) 10. ALL GRADING SHALL TERMINATE AT THE PROPERTY LINE 24. ALL EXCAVATED MATERIAL WALL BE STO D UPGRADE
<br /> 3" UNPAVED 20" 14" AND NO CUTS OR FILk_5 WILL. BE ALLOWED BEYOND SAID FROM THE EXCAVATED AREAS. NO MATERIAL SHALL BE �-
<br /> PROPERTY LINE UNLE65 THE OWNER OR CONTRACTOR HAS STORED IN ANY STREAM ENVIRONMENT ZONE OR WET 1 EA. PETRO 6TPR15OVL2 11/2 H.P. VARIABLE LE TH 'TU iNE RANIn)ALL,_ 1_. fa9CJC)F�E ARCHITECT, alae
<br /> PAVED,ASPHALT 13" 9" WRITTEN PERMISSION ISSi FROM THE ADJACENT LAND OWNER(6) AREAS.
<br /> (4" MINIMUM) with SUTTON & ASSOC., INC., jointly
<br /> PAVED, AND/OR LOCAL JURISDiCTi AL AUTHORITY" 25 EQUIPMENT A Si E A TYPE THAT ER NAILING 1 EA. FE "TRO ST1 �CB5 C TROL X WITH SWI1"CH r y
<br /> CONCRETE 11" 1" � hereby expressly preserve their corn-
<br /> (4" MINIMUM) iL WHENEVER POSSIBLE,UTILITIES SHALL OCCUPY COMMON 61-TECONDITIONS,WILL DO THE LEAST AMOUNT DAMAGE roan law copyright and other property
<br /> TRENCHES TO MINIMIZE SITE DISTURBANCE._ TO THE ENVIRONMENT SHALL f.35 USED. I EA. FE PETRO 5TP-OHI-C S STP ISOLATION X W/FACP"ORY STD CONTROL X ( rights in these plans. These plans
<br /> 4" UNPAVED ._ _ 20" . .: 14" CLEARING OF VEGETATION,
<br /> 26. NO GRADi FILLING, , . etre not to be reproduced, copied or
<br /> " 12. NOT USED FOR THIS PROJECT. changed in any form whatsoever-, nor
<br /> PAVED ASPP�AL'T 14 10 OPERATION OF EQUIPMENT DISTURBANCE OF THE IL _� ar. � . ..� �...": :-��,�
<br /> • ..�,:..: :..�.�,.,.: �.: ...�..�.,.. . ore they to be assigned t o a .third
<br /> (4" MINIMUM) 13. THERE SHALL BE NO GRADING,FILLING, CLEARING OF SHALL TAKE PLACE iN AREA WHERE ANY HISTORIC OR TANK MONITORparty, without first obtaining the ex--
<br /> PAVED,CONCRETE 11" 1VEGETATION (WHICH DISTURBS SOIL) OR OTHER PREHISTORIC RUINS OR MONUMENTS OR OBJECTS OF _ .m press written consent of RANDALL L.
<br /> (4" MINIMUM) DISTURBANCE OF THE 601L DURM INCLEMENT WEATHER ANTIQUITY ARE PRESENT OR COULD BE DAMAGED BY MOORE and/or SUTTON & ASSOC., INC.
<br /> AND FOR THE RESULTING PERIOD OF TIME WHEN THE SITE GRADIN" IF ANY HIST IC OR PREHISTMC, RUINS OR
<br /> AMERON ALL UNPAVED 15" 15 15 IN A SATURATED,MUDDY OR UNSTABLE CONDITION, JECTS OF ANTIQUITY ARE DISCOVERED, ALL. GRADING, i EA. VEEDER ROOT 5432. -022 TLS 350 PLUS MONITOR CONSOLE
<br /> DUALOY 3000/L PAVED,ASPHALT 10" 5" FILLIWz,CLEARING OF VEGETATION,OPERATION OF
<br /> (2" MINIMUM) EQUdIPI"1ENT OR DISTURBANCE OF THE SOIL SHALL CEASE. I EA. VEEDER ROOT 32935(o.002 FOUR-iMPUT TANK PR055 MODULE 0 0
<br /> PAVED,CONCRETE 5" 4" RANDALL L, MOORS, ARC111TECT
<br /> MINIMUM) I EA, VEEDER ROOT 329356-001 BIGHT-SENSOR MODULE 0 0 C 08723(7
<br /> MINIMUM_.:...__...��.�.�:.�.."...,: ,_ tt tt 1 EA, ,DER R T 329359- 1 FOUR TPUT LAY° " C
<br /> RECOMMENDED
<br /> 9 1
<br /> i 1 EA. VEEDER ROOT 8413W-XXX X" M I T INVENTORY BS Q)
<br /> I f _.
<br /> IEA. VEEDER ROOT 849600-000 GASOLINE M INSTALL iT CS' CABLE)
<br /> mT ._
<br /> 54 GONBRAL' NOT
<br /> tf@LE302 :::::
<br /> t •nt.dw 1-31-02 511904 m PST
<br /> '� IEA. MORRISON 4" CAP 4 RING KIT 0 0 �
<br /> ._ ' ,4T CG 5HUTOFF NOTE51 I EA, VEEDER ROOT 1943 -46O1NTERSTITiAL SEAN R(4'-12 DIA,3O' CABLE) -`
<br /> ATiCALLY <1 �t.t CF? ��
<br /> THE FUEL 5)5TEM FOR THIS GAS STATION WILL AUT
<br /> 1 EA. VEEDER ROOT 312020925 INTERSTITIAL CAP AND ADAPTER KIT �
<br /> SHUT DOWN BY THE FUEL SENSING SYSTEM WHEN: 0) %I &( in » � '
<br /> - �
<br /> 2 EA. VEEDER ROOT1943 -205 DISPENCER SUMP 4 TAN< 5UMP6UIMP FLOAT 0 C o_c
<br /> _-
<br /> �I. THETU INE P SSDETECT LEOUIED. SNSORE
<br /> lu
<br /> 2. THE EMERGENCY SHUT-OFF AITCH 15 TRIPPED. ILt
<br /> + �,
<br /> I EA. GILBARCO 521XXX ADVANTAGE DUAL (36" F ME)I-GRADE,24405E 2-60-E cqS)
<br /> AUDIBLE k VISUAL ALAWS W1LL ALERT 'THE STATION ELECTRONIC DISPENSER,MECHANICAL TOTALIZERS
<br /> 40
<br /> OPERATOR (N rHE EVENT LIQUID 15 DETECTED IN A TU INE
<br /> 6UMF6 AND TANK ANNULAR SPACES. DISPONSM OPTIONS
<br /> AUTO TAW GAUGE (A.T.G.)
<br /> 1 EA. GILBAP PAINTED CANOPY
<br /> ATG WILL BE PROGRAMMED TO BE ALARMED 1N THE EVENT OF
<br /> W% OVE iI.I" CONDITION, I EA. GILBARCO SPEAKER(IN UPPER H 1 )WITH CALL_ F30X
<br /> IF T14E DISPENSER PAN SENSORS ARE TRIPPED TOE DISPENSER
<br /> HILL BE SHUT DOWN, 1 EA" GILBARCO GRIND CARD READER WITH 5.1" MONOCROME LCD DISPLAY 0
<br /> FOR ALL ABOVE CONDITION5, AUDIBLE AND VISUAL ALARMS
<br /> WILL ALERT THE STATION OPERATOR. _. _.. � :_. .. 1 ".."... _, REVISION :. _. BY
<br /> I EA, WESTERN FIBERGLASS OMP5169ODI DISPENSER SUMP WITH SPLASH GARD 0 I AA5 BUILT 04/11/02
<br /> 1 EA. OPW 10"P5630 1-1/2" IMPACT VALVE
<br /> 122t3c3;dwg 1-31-a2 50123 pm PST NO SCALE
<br /> EALTAENTRY ES T NNECTI. TO -- SE TED FLANGED NUT (TYP") 1. CONTRACTOR T MEET THE FOLLOWi REQUiRE�MENT$
<br /> T SUMP PRIOR TO T14E OPERATION OF THE STATION.
<br /> A. TANK SYSTEM TO BE INSPECTED BY' T14E SAN JOAQUIN Hosrms 4 Nozzlrme
<br /> COUNTY ENIViRONMENTAL MANAGEMENT DEPARTMENT
<br /> _.__._..,.._. ___
<br /> AT (4)SERA TE CONSTRUCTION PHASES 2 EA. O IiA-01 GREEN AUTO NOZZl...E DATE: DECEMBER 25, 2001
<br /> FLEXIBLE ENTRY OT
<br /> '``�..� ...... I. SETTING OF TANKS" ___.__.._._..___._____,_._....___..__._..__.__......._._..____.._...._....._..__..._._..._..___.
<br /> n- o 2. NFPAI 30 TEST - MARY` PIP{ AND TAW. 2 EA, O -0100 � m'EN 3/4" SPLASH GUA DRAWN BY: SOS
<br /> STAINLESS STEEL CLAMP--.- m - -- __ _ _ 3. INSPECTION OF ALL SE NDARY' CONTAINMENT
<br /> 0 ETA TOPS MUST BE V161BLE AL ENTIRE 2 EA. HUSKY 3360 3/4" SAFE-BRE JOU NO:
<br /> LENGTH OF TANKS) INCLUDING 55UR,E TESTS
<br /> A 1 051 PROTECT( . 2 EA. THE OID 224(o-3484-0113/4" x 12 GREEN JUMPER HOSE .IMPFLE�X C
<br /> ca.a: a a 4. FiNAL. SYSTEM INSPECTION, INCLUDING ALL 2 EA. THE OID 2246.3 -301 3/4" x 9" GREEN HOSE M 5 P LEX C �"� �' °�""..."'.�
<br /> PORTIONS OF THE LEAK DETECTION SYSTEM.
<br /> 3. R CISI N TEST RESULTS FO ARDED APPROVED 2 EA. O 3/4" BALL SWIVELSHEET
<br /> PIPE OR CONDUIT __m..__..._... ._______. �.______ SVON RI SAN >AOUIN COUNTY ENVIRONMENTAL MANAGEMENT
<br /> DEPARTMENT PRIORTO TAW SYSTEM REIN PLACED IN
<br /> ..___ _ INTERIOR OF SU,1P WALL OPERATION.
<br /> 1. U61 ING " 65ION RING A£7 A GUIDE, DRILL PIPE/CONDUIT HOLE AND BOLT HOLES THROUGH :cUMP WALL PER'TABLE C" STATE RENS TI "FO A%FORM' "6 AND
<br /> "CERTIFICATE OF COMPLETION' "FO C"S SUBMITTED.
<br /> 5ELON
<br /> 2. ASSEMBLE PARTS AS 64-IA50VE. UNIFORMLY TiGHTEN ALL 13OLTS 4 ST LESS STEEL CLAMP TO 60-iN155. D. COUNTY OPERATION FEES PAID FOR THE FIRST YEAR OF T3
<br /> TORQUE. OPERATION,
<br /> FLEXIBLE PIPE/CONDUIT HOLE SAN BOLT HOLE
<br /> ENTRY BOOT NORMAL SIZE„a SIZE _ iT _ NOTE: SUMPS AND PE T Ti S OF 1P E. STATE SURCHARGES PAID. � ��.._.._ b SHEETS
<br /> %4 m CONDUIT _ SHALL E WATERTIGHT.
<br /> X831 I"� CONDUIT 3" 5/16°� R CERTiFICATE Ot� FINANCiAL RESP SIBILITY SUBMITTED. r4
<br /> mr4N< NOTES
<br /> FE 200 2"0 FRP PiPE 4 I/2"
<br /> 5/P6"� HAZARDOUS MATERIALS,MANAGEMENT PLAN SUBMITTED
<br /> 3 "0 F PIPE 4 1/2" G. JAV
<br /> MATIRIALS LIST
<br /> ...�.,. .,.�.a,:� ,...� M ,:. Cn ....,,.�,�.,,.,�.,.,,... ..:" :.....,:"..: . .m...: :,
<br /> ., tmatIst,dwg 2...2-02 12,12,55 Pm PST
<br /> 1 c boo't,dwg 5-31--01 912365 am PST SCALE= NTS CNTgent:dmg 2-12-02 12,07,53 pm PST
<br /> sut34x36,dwq 92500 21556
<br /> 12273.dwg 4-12--02 9:51,13 am PST
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