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PIPING INSTALLATION NOTES:
<br /> PROPERTY LINE ALL CONSTRUCTION IS EXISTING AND TO
<br /> fT
<br /> NOTED OTHERWISE. REMAIN UNLESS
<br /> ER CONTRACTROR SHALL INSTALL NEW 4'x7' CONCRETE
<br /> Ili PLANTER DISPENSER ISLAND, TYPICAL OF 4. INSTALL NEW DISPENSER
<br /> - --- SPILL CONTAINMENT BOX AT EACH DISPENSER LOCATION,
<br /> TYPICAL OF 4. REFERENCE SHEETS CA1-1, TK3-3 AND
<br /> TK3-4.
<br /> EXISTING E
<br /> XIST] l
<br /> t - ---- O INSTALL FOUR (4) GILBARCO "ADVANTAGE" SERIES B78, 36"
<br /> l Mw SERVICE FRAME, MULT-PRODUCT DISPENSERS, TO BE FITTED WITH WITH >.
<br /> w Mw / BLDG. >6 > 0
<br /> I 0 BALANCE, STAGE II HOSES AND NOZZLES, BREAK AWAY
<br /> w 0 % I - VALVES AND UNDER DISPENSER CONTAINMENT INCLUDING C g. C ,? 0
<br /> PRODUCT AND VAPOR SHEAR VALVES AND 3M INTERCOM. SEE E ` V (Y'
<br /> ZI 1, DRAWINGS TK3-3 AND 'TK3-4 FOR TYPICAL INSTALLATION
<br /> o EXISTING CANOPY \ DETAILS. START UP BY MANUFACTURER'S REPRESENTATIVE. CL
<br /> TO REMAIN CONTRACTOR TO PURGE LINES WITH MINIMUM 200 GALLONS m
<br /> 0 Q -VENT & STAGE II it PER HOSE. ANY AIR POCKETS OR START-UP PROBLEMS DUE "= ,C O
<br /> F w _ _ _ ! TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT L
<br /> 0 > (TYPICAL) 1 g COL./DISP COL./DISP - -. -- -:- ! DESTROYS ELECTRONICS WILL BE BILLED BACK TO THE 0 .2 0 'C
<br /> T
<br /> ll VAPOR RECOVERY
<br /> LJ PLANTER !! CONTRACTOR. NOTE THAT PIPING TO THE DISPENSERS MUST O V W a
<br /> TURBINE ( YP) ! SII ALWAYS BE INSTALLED TO THE "B" SIDE OF THE DISPENSER U c ,.,
<br /> 16 17 0 6 g TO ENSURE PROPER MOUNTING TO THE UNDER DISPENSER 0 Lm
<br /> Mw - �.___ -•� CONTAINMENT SUMP. Q 'v r
<br /> 8.5' p FILL TYP) Mw O jilt I (� ,,,. C 't"r
<br /> (5' MIN.) Q O INSTALL NEW STAND ALONE DISPENSER SUMP MONITORS, p Co
<br /> 22 18 0 7 14 23 - EXISTING VEEDER- Ld
<br /> TYPICAL OF 4, f0
<br /> ! 95 2 3 2 3 ROOT LLD-300 I I
<br /> �' 1 10 i 10 TO REMAIN )
<br /> I I � ® CONTRACTOR SHALL INSTALL NEW 3", SINGLE WALL, V al C
<br /> 11 I _
<br /> i I I I LINE LEAK DETECT Z FIBERGLASS VAPOR RECOVERY PIPING FOR "BALANCE" VAPOR QJ
<br /> RECOVERY SYSTEM. SLOPE 1/8" PER FOOT TO TANK, SEE
<br /> <L 1 J DETAILS AND SECTION SHEET TK3-3. N Q
<br /> 21 �� I I I
<br /> ZQ O W
<br /> 1
<br /> c� W--�--F.. Do Try v vy mi ! m w O CONTRACTOR SHALL INSTALL NEW 2°, DOUBLE WALL, L Q
<br /> Z PLANTER i. �QQ1\�� v— V 15 n i I x FIBERGLASS, PRODUCT PIPING. SLOPE 1 OR PER FOOT TO (o
<br /> �- ^
<br /> win TANKS, SEE DETAIL 10, SHEET TK3-2 FOR TYPICAL PIPING 1..� . N
<br /> Y < �;' _ - �� N w ARRANGEMENT. LINES TO BE EQUIPPED WITH LEAK MONITOR IN
<br /> �� Nw EXISTING MAIN Z PIPING SUMP, ATTACHED TO TANK LEAK MONITOR AND WIRED
<br /> U - -
<br /> � Q ARCO FACILITY #2186 SWITCHBOARD PLANTER FOR TURBINE SHUT GOWN, PIPING SHALL BE INSTALLED PER O O
<br /> ~ �' MANUFACTURER'S RECOMMENDATIONS. C
<br /> W © CONTRACTOR SHALL INSTALL NEW HORSESHOE 0 I oo o 0 .; a BU
<br /> 1 :1MPER POSTS,TYPICALOF 4. REFERENCE DETAIL, SHEET CA1 1.
<br /> 3'VR rV Y
<br /> d
<br /> CONTRACTOR SHALL INSTALL NEW, DOUBLE WALL, FIBERGLASS, co
<br /> UNDERGROUND PRODUCT STORAGE TANKS INSTALL ONE 1
<br /> _ 20,000 GALLON TANK AND ONE (1) 22,000 GALLON (IOK/1)2K
<br /> U
<br /> y 7 24 - - - --3 vR 187 -- -a� a7_ � - �'�- " � � SPLIT) TANK. TANKS TO BE SET 48" MINIMUM BELOW FINISH
<br /> II 11 1 �j
<br /> L'- II GRADE. SEE DRAWINGS TK2-1A & TK2-1B FOR ADDITIONAL
<br /> 92 92— 92 - MW 13 'I' INFORMATION. SEE DETAIL 10, DRAWING TK3-2, FOR TYPICAL �
<br /> 9 12 (TYP) 2 PIPING ARRANGEMENT AT TANKS. INSTALL TANKS PER TANK
<br /> il. �, / MANUFACTURER'S INSTRUCTIONS. BACKFILL AND COMPACT IN �+ N
<br /> B 5 rt t14,SUMP MONITNG WELL 12 ., k - - - PLANTER __ _ _ _ -- - - ACCORDANCE WITH ARCO TANK SPECIFICATIONS.
<br /> 36-D" IL.AV
<br /> ` - - � 8� CONTRACTOR SHALL CONSTRUCT NEW 6" REINFORCED cc
<br /> / / Mw - !Ii CONCRETE SLAB OVER TANKS. SET MANHOLE COVERS 1-1/2" ro
<br /> i
<br /> V) ABOVE SLAB, SEE DETAILS, SHEET TK3-5, MAINTAIN 2% {r
<br /> MAXIMUM SLOPE ACROSS TANK SLAB
<br /> f. O CONTRACTOR SHALL PATCH AND/OR REPAIR EXISTING A.C.
<br /> PAVING AND CONCRETE AS REQUIRED BY NEW WORK.
<br /> CONTRACTOR SHALL INSTALL 2" DIAMETER, ACTIVE SIPHON
<br /> • - LINES .AS SHOWN, REFERENCE SHEET_TK3-
<br /> 2.
<br /> s /
<br /> CONTRACTOR SHALL INSTALL NEW 2°, SINGLE WALL,
<br /> I/ / BACK TO TANK. CONTRACTOR SHALL PROVIDE AND INSTALL
<br /> PLANTER 11 PLANTER PLANTER
<br /> - 'I 1 t NEW VENT RISER SUPPORT ASSEMBLY, WITH FOOTINGS, CL 4a)
<br /> __. . .. _ __ - -- ' - - -_ FIBERGLASS TANK VENT PIPING. SLOPE AT 1 8" PER FOOT I
<br /> J
<br /> P REFERENCE DETAIL 3, DRAWING TK3-1. '�
<br /> I 0 ERTY LINE L � CD
<br /> � CONTRACTOR SHALL RESET EXISTING MONITOR WELL ACCESS Q
<br /> EXISTING CONCRETE EXISTING CONCRETE EXISTING CONCRETE EXISTING CONCRETE r' COVERS TO NEW GRADE AS NECESSARY.
<br /> SIDEWALK DRIVEWAYL� DRIVEWAY SIDEWALK
<br /> ,, 13 CONTRACTOR SHALL INSTALL NEW VEEDER ROOT TLS 350
<br /> -- - - - -- - "- TANK MONITOR UNIT AND ASSOCIATED POWER AND SENSOR
<br /> CONNECTIONS. VERIFY UNIT LOCATION WITH ARCO FIELD
<br /> ENGINEER. �A
<br /> PIPING LEGENDPONT` V:
<br /> ,. � 14 INSTALL FOUR (4) 4" DUAL ROINT FILLS. SEE DRAWINGS G06
<br /> TK2-1A & TK2-19NOTE' THE 20,000 GALLON 87 OCTANE '
<br /> TANK SHALL HAVE DUAL FILL PORTS.
<br /> N C A I N I 92 2" F G DOUBLE WALL a
<br /> PRODUCT PIPING 15 FIITTINGS.STALL SEE DRAW�NGSl TK2--MAT& TK2STAG-1BV NOTE:R THEECOERY � Co C �
<br /> - - - -3'VR- - - --- 2" OR 3" F.G. SINGLE 20,000 GALLON 87 OCTANE TANK SHALL HAVE DUAL STAGE 1 '� C
<br /> .
<br /> PIPING 0 E
<br /> GENERAL NOTES: GENERAL NOTES: COMPLIANCE NOTES: GENERAL NOTES: WALL VAPOR RECOVERY FITTINGS INSTALLED _ co
<br /> °
<br /> A. ALL TANK AND LINE INSTALLATIONS SHALL BE PERFORMED L. UNDERGROUND WIRING SHALL BE INSTALLED IN THREADED GENERAL CONTRACTOR SHALL PROVIDE 72 HOUR VAPOR AND VENT PIPING ISTOSLOPE TOWARD TANK, 1/8" — —V- — — - 2" F.G. SINGLE WALL 16 INSTALL ONE (1) 2 N.P. VARIABLE SPEED TURBINE IN THE ocoQ. a
<br /> AS SHOWN ON ARCO TANK DRAWINGS (TK-SERIES) AND RIGID METAL PIPE PER N.E.C. 514-8. EXCEPTION NO, 2 NOTIFICATION TO GOVERNING AGENCY PRIOR TO TANK PER FOOT. SIPHON PIPING TO SLOPE 1/4" PER FOOT. VENT PIPING 20,000 GALLON 87 OCTANE TANK AND ONE (1) 2 H.P. _�,( 0 0
<br /> ARCO MASTER CONSTRUCTION SPECIFICATIONS (SECTIONS PERMITS NON-METALLIC CONDUIT IF BURIED 24 INCHES INSTALLATION. — —G- — — EXISTING UNDERGROUND
<br /> RELEVANT TO THIS PROJECT). MDEEP ETALCONDUIT IS INSTALLED
<br /> i TURBINE IN THE 92 OCTANE TANK. W ,C0 E
<br /> WUL UNDERGROUND.
<br /> D INCHES OF TANK SYSTEM TO BE INSPECTED BY GOVERNING AGENCY SECONDARY CONTAINMENT PIPING IS SHOWN BY NOTE , GAS)
<br /> ATER
<br /> ( U C r
<br /> ONLY, ,NOT GRAPHICALLY. ALL PRODUCT PIPING TO BE UTILITIES W 17 INSTALL THREE (3) 3/4" CONDUITS FOR SUBMERSIBLE PUMP C) O a
<br /> 8. THESE PLANS ARE DIAGRAMATIC IN NATURE AND ARE NOT M. ALL UNDERGROUND ELECTRICAL CONDUIT RISERS SHALL BE ANDCONARCOTI ENGINEER PHASAT
<br /> TAF UR (4) SEPERATE DOUBLEIPING TCON CONTAINMENT
<br /> NGLE WAPIPE.
<br /> L PIPE,OR RECOVERY AND VENT POWER (ONE AT EACH TURBINE SUMP), sC Z � O
<br /> INTENDED TO BE AN EXACT REPRESENTATION OF THE PVC COATED RIGID GALVANIZED STEEL TO A DEPTH OF 24
<br /> FINAL MODIFY,PRODUCT.
<br /> UA ADJUST TOA PROVIDE CONTRACTOR SYSTEMA CONSISOTAN TEM - - '- TANK ELEVATION : '' 18 INSTALL TWO (2) ANNULAR SPACE MONITORING PROBES. SEE CL O
<br /> INCHES BELOW GRADE. ALL ELECTRICAL CONDUIT BURIED 1. PRIMARY PIPING HYDROSTATICALLY OR - DRAWINGS TK2-1A & TK2-iB. SEE DETAIL 2, DRAWNG
<br /> WITH THE INTENT OF THE DESIGN. THE GENERAL 24 INCHES DEEP SHALL BE SCHEDULE 40 PVC. PNEUMATICALLY TESTED FOR 30 MINUTES. HEALTH DEPARTMENT NOTES: EXISTING. TK4-2 cit)
<br /> aO
<br /> CONTRACTOR SHALL PREPARE AS-BUILT PLANS AT THE CIRCUIT DISCONNECTS TO OR THROUGH THE DISPENSING 2. INSPECTION OF ALL SECONDARY CONTAINMENT, 19 INSTALL BALL FLOAT VALVE EXTRACTOR ASSEMBLY FOR VENT
<br /> COMPLETION OF THIS JOB. N. If it fe determined during construction that the existing VALVE/
<br /> EXTRACTOR
<br /> SHALL DISCONNECT All CONDUCTORS, INCLUDING INCLUDING TESTING, IN ACCORDANCE WITHAND STAGE II VAPOR RECOVERY. SEE DRAWINGS TK2-IA &
<br /> conditions do not provide proper piping slope, details for IMPORTANT NOTICE'.
<br /> ANY GROUNDED CONDUCTORS PER N.E.C. 514-5. MANUFACTURER'S GUIDELINES. piping low point including monitoring equipment will be S«ton alts 4217 of me Government code requires TK2-18. SEE DETAIL 5, DRAWING TK3-1.
<br /> C INSTALL CONDUITS AND CONDUCTORS AND/OR PULL ROPES pr 9 P 9 9 /
<br /> FOR PUMPS AND MONITORING EQUIPMENT AS SHOWN ON - provided to the San Joaquin County Environmental Health a Dlg core bleeps ill
<br /> eu Ild. be Issued before o
<br /> 0. IF STRONG ODOR OF GASOLINE OR DIESEL FUEL IS ID Nm t° r.cawte wlu be vane. r« your Dig alert SEE DRAWING TK4-2 FOR MONITORING CONDUIT DETAIL AND
<br /> ELECTRICAL DRAWINGS. ALL CONDUITS LEAVING CLASS I 3. - FINAL INSPECTION INCLUDING ALL PORTIONS OF THE for appfoval prior to fnstallatlon. to r+°mb« c°u SENSOR AND PROBE MOUNTING DETAILS. 7
<br /> PRESENT IN EXCAVATED MATERIALS, STOCKPILE LEAK DETECTION SYSTEM.HAZARDOUS AREAS SHALL BE SEALED PER N.E.C. AND UNDERGROUND SERVICE: ALERT m
<br /> CONTAMINATED MATERIALS ON PLASTIC FILM AND COVER After tank slab removal has been completed a �
<br /> LOCAL REQUIREMENTS. P 1-800-227-2600 21 TANK LEVEL GAUGE RISER LOCATION. SEE DETAILS 3 & 5, N
<br /> WITH SAME. NOTIFY ARCO ENVIRONMENTAL ENGINEERING ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT determination of existinghold down conditions will be r
<br /> FOR DISPOSAL. COORDINATE ALL ENVIRONMENTAL MATTERS c« underground Locoung, 2 woM1mq days before you elq. DRAWING TK4-2, FOR INSTALLATION REQUIREMENTS.
<br /> D. ARCO SHALL PERFORM LINE TESTING AND AIR QUALITY SUMPS SHALL BE HYDROSTATICALLY TESTED WITH performed. A revised set of hold down calculations will
<br /> WITH: PAUL SUPPLE, ARCO ENVIRONMENTAL ENGINEERING. STANDING WATER FOR A PERIOD OF 24 HOURS TO INSURE be provided to San Joaquin Count Health Department for
<br /> TESTING. CONTRACTOR REPRESENTATIVE SHALL BE P q Y P UNAUTHORIZED CHANGES, AND USES: The engineer preparing these 2 INSTALL TWO (2) INSPECTION/MONITORING WELLS AS SHOWN. vi W
<br /> PRESENT DURING TESTING. PHONE: (510) 299-8891. PROVIDE ALTERNATE BID ITEM: THAT THAT THE SUMPS ARE WATERTIGHT. THE ARCO FIELD `,,review. plana will not be respmnsible for, or liable for unauthorized SEE DRAWINGS TK2-1A & TK2-16. � � m
<br /> UNIT COST ($/CUBIC YARD) FOR OVER-EXCAVATION WORK, ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK - for, unauthorized changes to or uses of these plans. All changer < = dN
<br /> E. i INSTALLATION TEST CHECKLIST BEFORE CONTRACTOR WILL - - plans must be In writlnig and must bne approved by The preparei W > `r 03
<br /> FENCE JOB SITE WITH 6 FT. HIGH CHAIN LINK FENCE 3 SEE DETAIL 20, DRAWING TK3-5, FOR IDENTIFICATION 0 o n d' ra
<br /> Of these plana. 0 (� al N N N
<br /> DURING CONSTRUCTION. BE PAID. En gilteen Note to Conlractar. MARKINGS AT TANK MANHOLES. N 2 9 "
<br /> o
<br /> The existence and location of any underground utilities, pipes, Construction contractor ogress that In accordance with generally ¢ �U a „j raj ,
<br /> TANK SYSTEM, LEAK DETECTORS AND MONITORING'SYSTEM and/or structures shown on these plana were obtained by a accepted construction practices, construction contractor will be " WO -Eco -
<br /> COMPLIANCE
<br /> o 'a as
<br /> F. UTILIZE EXISTING ELECTRICAL/SIGNAL CONDUIT WHEREVER P P � INSTALL 2" DIA INACTIVE SIPHON LINES AS SHOWN. SEE aS J
<br /> search of available records. To the best 01 our knowledge, (here 3
<br /> COMPLIANCE NOTES: INTEGRITY TESTS FORWARDED AND APPROVED BY squired to assume solei and complete reaponsl6ily for Job aIle o
<br /> POSSIBLE. REPLACE/ALTER/INSTALL NEW CONDUIT AS are no existing utillTied except as shown on these plana. Tha conditions during the course of construcilon of this project, DETAILS 6, 7 & 8, DRAWNG TK3-2. t- $ m c _ m
<br /> REQUIRED. REPLACE DETERIORATED CONDUIT AS REQUIRED, GOVERNING AGENCY PRIOR TO TANK SYSTEM BEING PLACED contractor shall ascertain the true vertical and horizontal location Including safety of all Persons and property, that this requirement ra- �U NX 'M
<br /> ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE IN OPERATION. and size of those to be used of any underground utilli es and shall be made to apply continuously and not limited to normal \ INSTALL STATIC GROUNDING SYSTEM PER DETAIL 4, DRAWING
<br /> G. PRECEDENCE FOR REFERENCING ALL DIMENSIONS, shall be responsltila for any damage to any public or private working hours, and construction contractor further agrees to TK4-2
<br /> CONTRACTOR SHALL TOUCH—UP PAINT AS REQUIRED. utilities, shown or not shown hereon. defend, damnify and hold design professional harmless from an master release date
<br /> PROPERTY LINES, ELEVATIONS AND EQUIPMENT LOCATIONS. AN UNAUTHORIZED RELEASE RESPONSE PLAN MUST BE Y 9 P Y
<br /> SUBMITTED AND APPROVED BY GOVERNING AGENCY PRIOR and all liability, real or alleged, In connection with the performance
<br /> H. REPLACE ALL DISPENSER FILTERS UPON JOB COMPLETION. of work on this project,. excepting liability arising from sole -- '
<br /> ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND TO TANK OPERATIONS. negligence of design professional.
<br /> I. ALL IMPROVEMENTS ARE EXISTING AND TO REMAIN UNLESS VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY EVIDENCE OF FINANCIAL RESPONSIBILTY SHALL BE NO. DATE REVISIONS proj. exe. drown by
<br /> NOTED OTHERWISE. PROTECT FROM DAMAGE DESTRUCTION. DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF
<br /> THE OWNER'S ENGINEER FOR HIS DECISION BEFORE SUBMITTED TO GOVERNING AGENCY. Demolition note: - t 3/18/99 REV. FOR TANK DEMO/REPLACEMENT PER. CLIENT COMMENTS, 01/28/98 00/TAIT
<br /> J. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES PROCEEDING WITH THE WORK. z )3/30/99 ADD HEALTH DEPT. NOTES project facility
<br /> AND REGULATIONS. ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE tl This demolition plan is not intended to, and does not, determine theP 1 t Y
<br /> GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED GIMPHIC SCALE method, details, and means of performing the demolition. This plan 0 4/07/99 REV. TO FIBERGLASS TANKS PER CLIENT COMMENTS. 2186
<br /> K. INTALL EXPANSION JOINTS E.J. AND CONTROL JOINTS FROM THE DIVISION OF INDUSTRIAL SAFETY, STATE OF CODES, LOCAL CODES AND GOVERNING AUTHORITIES. makes no inquiry or determination as to the existence of and
<br /> I hazardous or toxic materials existing
<br /> C.J. IN ALL NEW CONCRETE WORK AS SHOWN AND CALIFORNIA FOR EXCAVATIONS OF TRENCHES 5'-0" OR O t
<br /> ( ) HOTHE UNDERGROUND STORAGE TANK SYSTEM SHALL BE it is recommended that an independent
<br /> the site or In the buildings.
<br /> investigation be performed sheet file
<br /> REQUIRED. MORE IN DESCEND.DEPTH INTO WHICH A PERSON IS REQUIRED TO COMPATIBLE WITH THE PRODUCT STORED. i inch = 1a (set( ) prior to demolition to determine the existence of any potential TK1-1
<br /> IN FEET hazardous or toxic risk shown or not shown hereon.
<br /> of
<br /> AR924/924TK1.DWG
<br />
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