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PIPING INSTALLATION NOTES:
<br /> PROPERTY LINE ALL CONSTRUCTION IS EXISTING AND TO REMAIN UNLESS
<br /> - - -- --- --- — - — --- -- —. _� - — — — -- — — -- ---- NOTED OTHERWISE.
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<br /> ,ANT R O CONTRACTROR SHALL INSTALL NEW 4'x7' CONCRETE
<br /> - 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 /> App/ SCALE
<br /> TK3-4. I pr
<br /> EXISTING EXIST( Hen/� v�H�
<br /> Mw SERVICE RSTRM. I 1 5 i O FRAMEINSTAL, MUOLT-UR PRODUCT DIGILBARC PENSERS,TTOEBESFI TEDERIES BWITH78, 3NTH ` rt
<br /> Mw BLDG. /� e O
<br /> � Oiwo BALANCE, STAGE II HOSES AND NOZZLES, BREAK AWAY
<br /> VALVES AND UNDER DISPENSER CONTAINMENT INCLUDING G eC .> O
<br /> 0 ch FEET) PRODUCT AND. VAPOR SHEAR VALVES AND 3M INTERCOM. SEE E L M
<br /> Z 0 I 1 inch = 10 feet DRAWINGS TK3-3 .AND TK3-4 FOR TYPICAL INSTALLATION CU 0 0
<br /> EXISTING CANOPYU to
<br /> TO REMAIN
<br /> 0 DETAILS. START UP BY MANUFACTURER'S REPRESENTATIVE. Q
<br /> r
<br /> � a VENT & STAGE II -- CONTRACTOR TO PURGE LINES WITH MINIMUM 200 GALLONS m
<br /> VAPOR RECOVERY PER HOSE. ANY AIR POCKETS OR START-UP PROBLEMS DUE C ,C O
<br /> rn (TYPICAL) 1 g COL./DIP COL./DOSP ___ TO IMPROPER INSTALLATION OR INCORRECT WIRING THAT E 0 .0
<br /> tx o WILL DESTROYS ELECTRONICS L BE BILLED BACK TO THE
<br /> TURBINE (TYP) PLANTER CONTRACTOR. NOTE THAT PIPING TO THE DISPENSERS MUST O V C o CO
<br /> ALWAYS BE INSTALLED TO THE "B" SIDE OF THE DISPENSER U G W a
<br /> 16 17 0 6 6 TO ENSURE PROPER MOUNTING TO THE UNDER DISPENSER L
<br /> MwMw I I CONTAINMENT SUMP. 'D
<br /> TOM
<br /> (5- MIN.) FILL TYP) Mw O
<br /> I 22 18 0 7 14 3 3 INSTALL NEW STAND ALONE DISPENSER SUMP MONITORS, 0 C
<br /> / EXISTING VEEDER- LLJ
<br /> O TYPICAL OF 4. /�� Co
<br /> 11 . . . . . . . . . . . . . . . . . . . . . . . . � 2 3 2 3 ROOT (LLD-300) I w V V
<br /> LINE LEAK DETECTO v O4 CONTRACTOR SHALL INSTALL NEW 3", SINGLE WALL, C
<br /> LTJ U TO REMAIN Z FIBERGLASS VAPOR RECOVERY PIPING FOR "BALANCE" VAPOR ,d. co
<br /> -- .
<br /> .-. . .-', .;.. '.:, '.. . � E 1/8" PER FOOT TO TANK. SEE .�
<br /> 1 10 1 10
<br /> DETAILS AND SECTION, SHEET TK3-3.
<br /> w 1 l 21z� cry O
<br /> 1 1
<br /> I { RECOVERY SYSTEM SLOP � � N
<br /> r . w I� {
<br /> LS N O
<br /> w - Do ' 5 ` CONTRACTOR SHALL INSTALL NEW 2", DOUBLE WALL, T
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<br /> ,r- �� � � un w co
<br /> Z f 1 ,..� . : . t 5 r, . ' a i. I w o I A 11 FIBERGLASS, PRODUCT PIPING. SLOPE 1/8" PER FOOT TO ^
<br /> s B 0 PLANTER m� TANKS, SEE DETAIL 10, SHEET TK3 2 FOR TYPICAL PIPING LL ■ N
<br /> I 1 1 0 w a c r .' ARRANGEMENT. LINES TO BE EQUIPPED WITH LEAK MONITOR IN
<br /> c� Z I - —Y- yam. w EXISTING MAIN z PIPING SUMP, ATTACHED TO TANK LEAK MONITOR AND WIRED co
<br /> Z a ,7 . . .: 1.p . ri I I
<br /> F 3 y. . . -�,. - .. . ARCO FACILITY #2186 SWITCHBOARD PLANTER FOR TURBINE SHUT DOWN, PIPING SHALL BE INSTALLED PER O O
<br /> N w C I rn• I MANUFACTURER'S RECOMMENDATIONS. I _ C 0
<br /> '. q. '.'.r. . r .r .. . �. . ..�:,
<br /> w a I C o 0 o Q o 0 0 0 n f I (L © CONTRACTOR SHALL INSTALL NEW HORSESHOE BUMPER POSTS,
<br /> "t , )` o.'` f f I 0 TYPICAL OF 4. REFERENCE DETAIL, SHEET CA1-1. M
<br /> a �� . - -o a"vR�.� - v ��MW' . " o_ Ldp
<br /> CONTRACTOR SHALL INSTALL NEW, DOUBLE WALL, FIBERGLASS,
<br /> 26 NSTALL ONE (1)
<br /> W ) Mw / 20 000 GALLON ROUND PRODUCT
<br /> CANDTONE (1)ORAGE 722 0001 GALLON (10K/12K
<br /> Q I 7 4 . SPLIT) TANK. TANKS TO BE SET 48" MINIMUM BELOW FINISH
<br /> - - - - -_3 - - 7 - -� GRADE. E DRAWINGS TK2-1A & TK2-1B FOR ADDITIONAL
<br /> . . . . . 87. . . . . . 87 . .'. D I
<br /> . g . +�yy 13 INFORMATION. SEE DETAIL 10, DRAWING TK3-2, FOR TYPICAL E
<br /> PIPING ARRANGEMENT AT TANKS INSTALL TANKS PER TANK f+
<br /> _p• 8 5 MONITORING WELL MANUFACTURER'S INSTRUCTIONS. BACKFILL AND COMPACT IN I
<br /> FILL,SUMP 9 12 (TYP)@ 5 12 PLANTER ACCORDANCE WITH ARCO TANK SPECIFICATIONS. a
<br /> ir
<br /> _ -_ - _ _ -_
<br /> o / / ® CONTRACTOR SHALL CONSTRUCT NEW 6" THICK, REINFORCED
<br /> Mw I CONCRETE SLAB OVER TANKS. SET MANHOLE COVERS 1-1/2"
<br /> ABOVE SLAB. SEE DETAILS, SHEET TK3-5. MAINTAIN 2% J
<br /> / I MAXIMUM SLOPE ACROSS TANK SLAB.
<br /> 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 TK3-2
<br /> - -- \\Y -- - - / 11 CONTRACTOR SHALL INSTALL NEW 2", SINGLE WALL,
<br /> FIBERGLASS TANK VENT PIPING. SLOPE AT 1/8" PER FOOT
<br /> -----.----.--- PLANTER -- - --- - -- __ PLANTER BACK TO TANK. CONTRACTOR SHALL PROVIDE AND INSTALL
<br /> PLANTER � ---- NEW VENT RISER SUPPORT ASSEMBLY, .WITH FOOTINGS, Q�
<br /> PROPERTY — — REFERENCE DETAIL 3, DRAWING TK3-1. >
<br /> �I _ Q
<br /> 12 CONTRACTOR SHALL PrSET EXISTING MONITOR WELL ACCE _
<br /> EXISTING CONCRETE EXIST: CONCRETE EXISTING CONCRETE / ' EXIS jG CONCRETE COVERS TO NEW GR< AS NECESSARY.
<br /> SIDEWALK I DRIVEWAY DRIVEWAY SIDEWALK C
<br /> CONTRACTOR SHALL INSTAL NEW VEEDER-ROOT TLS-350 •�+
<br /> TANK MONITOR UNIT AND ASSOCIATED POWER AND SENSOR fd
<br /> CONNECTIONS. VERIF' NIT LOCATION WITH ARCO FIELD Q
<br /> PIPING INSTALLATION NOTES:
<br /> 14 " DUAL POINT FILLS. SEE DRAWINGSots
<br /> INSTALL FOUR (4) 4© CONTRACTOR SHALL PROVIDE AND INSTALL NEW, WALL TK2-1A & TK2-1B. NOTE: THE 20,000 GALLON 87 OCTANE
<br /> e A S. E R I �\ SET MOUNTED, EMERGENCY SHUT-OFF SWITCH, WITH PROTECTIVE TANK SHALL HAVE DUAL FILL PORTS.I ® �+
<br /> COVER AND SIGNAGE. INSTALL AT 42" ABOVE SIDEWALKca
<br /> SURFACE. COMPLETE ALL CONNECTIONS TO EXISTING 15 INSTALL FOUR (4) 3" DUAL POINT STAGE I VAPOR RECOVERY C
<br /> ELECTRICAL SYSTEM AND PANEL. CONTRACTOR SHALL VERIFY FITTINGS. SEE DRAWINGS TK2-1A & TK2-1B. NOTE: THE co `
<br /> GENERAL NOTES: GENERAL NOTES: COMPLIANCE NOTES: GENERAL NOTES: LOCATION OF CONFORM 0 U W SWITCH IN FIELD.EDITION), ALL WOR5 SHALION 20000FITNGGALLON 7 OCTANE TANK SHALL HAVE DUAL STAGE 1 'C Q C c
<br /> 5201.5.3. L = C0 °
<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 IS TO SLOPE TOWARD TANK, 1/8" 16 INSTALL ONE (1) 2 H.P. VARIABLE SPEED TURBINE IN THE 0 E
<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
<br /> PER FOOT. SIPHON PIPING TO SLOPE 1/4" PER FOOT. �` �'� - 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. TURBINE IN THE 92 OCTANE TANK.WN BY NOTE -1 ,RIS �
<br /> RELEVANT TO THIS PROJECT). DEEP METALWITH CONDUITUND ISI INSTALLED UNDERGROUNDE AND AT LEAST 24 . TANK
<br /> OF SECONDARY TANK SYSTEM TO BE INSPECTED BY GOVERNING AGENCY ONLY, NOT GRAPHICALLYTALL IPRODUCT NG IS OPPI G TO BE HEALTH DEPARTMENT NOTES: 17 INSTALL THREE (3) 3/4" CONDUITS FOR SUBMERSIBLE PUMP U C
<br /> AND ARCO ENGINEER AT FOUR 4 SEPERATE DOUBLE CONTAINMENT PIPE. VAPOR RECOVERY AND VENT O POWER (ONE AT EACH TURBINE SUMP). 0
<br /> B. THESE PLANS ARE DIAGRAMATIC IN NATURE AND ARE NOT ( ) Co Z
<br /> INTENDED TO BE AN EXACT REPRESENTATION OF THE M. ALL UNDERGROUND ELECTRICAL CONDUIT RISERS SHALL BE CONSTRUCTION PHASES AS REQUIRED: PIPING TO BE SINGLE WALL PIPE. If it is determined during construction that the existing Y 0
<br /> FINAL PRODUCT. GENERAL CONTRACTOR SHALL RELOCATEM PVC COATED RIGID GALVANIZED STEEL TO A DEPTH OF 24 conditions do not provide proper piping slope, details for 18 INSTALL TWO (2) ANNULAR SPACE MONITORING PROBES. SEE �
<br /> MODIFY, OR ADJUST TO PROVIDE A SYSTEM CONSISTANT INCHES BELOW GRADE. ALL !ELECTRICAL CONDUIT BURIED 1. PRIMARY PIPING HYDROSTATICALLY ORequO �/� N O L
<br /> WITH THE INTENT OF THE DESIGN. THE GENERAL 24 INCHES DEEP SHALL BE' SCHEDULE 40 PVC:. PNEUMATICALLY TESTED FOR 30 MINUTES. provided to the San uJoa Joaquin Environmental l Hecith TK4W2 GS TK2-1A & TK2-16. SEE DETAIL 2, DRAWING v' r d.+ Q
<br /> CONTRACTOR SHALL PREPARE AS-BUILT PLANS AT THE UNAUTHORIZED CHANGES AND USES: The engineer preparing these or approval prior to installation. y 0
<br /> CIRCUIT DISCONNECTS TO OR THROUGH THE DIISPENSING 2. INSPECTION OF ALL SECONDARY CONTAINMENT, plans will not be responsible for, or liable for unauthorizedM
<br /> COMPLETION OF THIS JOB. N. 19 INSTALL BALL FLOAT VALVE/EXTRACTOR ASSEMBLY FOR VENT
<br /> for, unauthorized changes n or uses of these plans. All changes After tank slab removal has been completed a
<br /> PUMP SHALL DISCONNECT ALL CONDUCTORS, (INCLUDING INCLUDING TESTING, IN ACCORDANCE WITH AND STAGE II VAPOR RECOVERY. SEE DRAWINGS TK2-1A &
<br /> ANY GROUNDED CONDUCTORS PER N.E.C. 514-5. plana must be to writing and must bre approved by the preparer p TK2-1B. SEE DETAIL 5, DRAWING TK3-1,
<br /> C. INSTALL CONDUITS AND CONDUCTORS AND/OR PULL ROPES MANUFACTURER'S GUIDELINES. of these plans. determination of existing hold down conditions will be
<br /> FOR PUMPS AND MONITORING EQUIPMENT AS SHOWN ON performed. A revised set of hold down calculations will
<br /> 0. IF STRONG ODOR OF GASOLINE OR DIESEL FUEL IS 3. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE Construction contractor agrees that In accordance with generally �0 SEE DRAWING TK4-2 FOR MONITORING CONDUIT DETAIL AND
<br /> ELECTRICAL DRAWINGS. ALL CONDUITS LEAVING CLASS I accepted construction practices, be provided to San Joaquin County Health Department for SENSOR AND PROBE MOUNTING DETAILS.
<br /> PRESENT IN EXCAVATED MATERIALS STOCKPILE LEAK DETECTION SYSTEM. P p , construction contractor wI11 be review.
<br /> HAZARDOUS AREAS SHALL BE SEALED PER N.E.C. AND required to assume sole and complete responsibilty for job site ,r
<br /> LOCAL REQUIREMENTS. CONTAMINATED MATERIALS ON PLASTIC FILM AND COVER conditions during the course of construction of this project,
<br /> WITH SAME. NOTIFY ARCO ENVIRONMENTAL ENGINEERING ALL TANK SUMPS AND UNDER DISPENSER CONTAINMENT including safety of all persons and property, that this requirement 21 TANK LEVEL GAUGE RISER LOCATION. SEE DETAILS 3 & 5, N
<br /> D. FOR DISPOSAL. COORDINATE ALL ENVIRONMENTAL MATTERS SUMPS SHALL BE HYDROSTATICALLY TESTED WITH shall be made to apply continuously and not limited to normal DRAWING TK4-2, FOR INSTALLATION REQUIREMENTS. v 0
<br /> ARCO SHALL PERFORM LINE TESTING AND AIR QUALITY workinghours, and construction contractor further agrees to PIPING LEGEND
<br /> WITH: PAUL SUPPLE, ARCO ENVIRONMENTAL ENGINEERING. STANDING WATER FOR A PERIOD OF 24 HOURS TO INSUREINSTALL TWO (2) INSPECTION/MONITORING WELLS AS SHOWN. W
<br /> TESTING. CONTRACTOR REPRESENTATIVE SHALL BE defend, idemnity and hold design professional harmless from any © z W sn
<br /> PRESENT DURING TESTING. PHONE: (510) 299-8891. PROVIDE ALTERNATE', BID ITEM: THAT THAT THE SUMPS ARE WATERTIGHT. THE ARCO FIELD and all liability, real or alleged, in connection with the performance SEE DRAWINGS TK2-1A & TK2-16. w '
<br /> UNIT COST ($/CUBIC YARD) FOR OVER-EXCAVATION WORK. ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK of negligence (lability arising from sols yr- 2" F.G. DOUBLE WALLPO Q Z .2: ,5 N o
<br /> E. FENCE JOB SITE WITH 6 FT. HIGH CHAIN LINK FENCE INSTALLATION TEST CHECKLIST BEFORE CONTRACTOR WILL g g g P PRODUCT PIPING SEE DETAIL 20, DRAWING TK3-5, FOR IDENTIFICATION E3 W 0D o '* v 0
<br /> DURING CONSTRUCTION. BE PAID. -- - -3"VR- - - - - - 2" OR 3" F.G. SINGLE MARKINGS AT TANK MANHOLES. Si L^ a 0 s� a
<br /> Engineers Note to Contractor. cn = 'c o
<br /> TANK SYSTEM LEAK DETECTORS AND MONITORING SYSTEM The existence and location of any underground utilities, pipes, WALL VAPOR RECOVERY ¢ ~ cry o ri M
<br /> F. UTILIZE EXISTING ELECTRICAL/SIGNAL CONDUIT WHEREVER / p yp PIPING 4 INSTALL 2" DIA INACTIVE SIPHON LINES AS SHOWN. SEE .1 j V) o E ff so
<br /> COMPLIANCE NOTES: INTEGRITY TESTS FORWARDED AND APPROVED BY and/or structures shown on these Ions were obtained b a
<br /> POSSIBLE. REPLACE/ALTER/INSTALL NEW CONDUIT AS search of available records. To the best of our knowledge, there DETAILS 6, 7 & 8, DRAWING TK3-2. � (1) t o v�^Q
<br /> REQUIRED. REPLACE DETERIORATED CONDUIT AS REQUIRED. GOVERNING AGENCY PRIOR TO TANK SYSTEM BEING PLACED are no existing utilities except as shown on these plans. The — — v- — — 2" F.G. SINGLE WALL ¢ t 0000 0 'o (oa
<br /> ARCHITECTURAL AND CIVIL DRAWINGS SHALL TAKE IN OPERATION. contractor shall ascertain the true vertical and horizontal location VENT PIPING INSTALL STATIC GROUNDING SYSTEM PER DETAIL 4, DRAWING ~ V �M0�v
<br /> G• CONTRACTOR SHALL TOUCH-UP PAINT AS REQUIRED. PRECEDENCE FOR REFERENCING ALL DIMENSIONS, and size of those to be used of any underground utilities and @ TK4-2
<br /> PROPERTY LINES, ELEVATIONS AND EQUIPMENT LOCATIONS. AN UNAUTHORIZED RELEASE RESPONSE PLAN MUST BE shall be responsible for any damage to any public or private — —G- — — - EXISTING UNDERGROUND master release date
<br /> H. REPLACE ALL DISPENSER FILTERS UPON JOB COMPLETION.
<br /> SUBMITTED AND APPROVED BY GOVERNING AGENCY PRIOR utilities, shown or not shown hereon. UTILITIES (WATER, GAS)ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND TO TANK OPERATIONS. IMPORTANT NOTICE
<br /> I• ALL IMPROVEMENTS ARE EXISTING AND TO REMAIN UNLESS VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. ANY Section 4216/4217 of the Government Code requires
<br /> DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF EVIDENCE OF FINANCIAL RESPONSIBILTY SHALL BE a DlgitAle Eacawte willnba Number
<br /> bo issued before a TANK ELEVATION :
<br /> I 0 N : NO. DATE REVISIONS ro exe. drawn b
<br /> NOTED OTHERWISE. PROTECT FROM DAMAGE DESTRUCTION. SUBMITTED TO GOVERNING AGENCY. ID Number Call your DigAlert P J• y
<br /> THE QWNER'S ENGINEER FOR HIS DECISION BEFORE i 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. UNDERGROUND SERVICE ALERT
<br /> ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE EXISTING. 2 3/30/99 ADD HEALTH DEPT. NOTES
<br /> AND REGULATIONS. INTENDED PURPOSE AS PER NATIONALLY RECOGNIZED 1 -800-227-2600 project/ facility
<br /> GENERAL CONTRACTOR SHALL OBTAIN NECESSARY PERMIT Far Underground Locating, 2 working days before you dig. Q3 4/07/99 REV. TO FIBERGLASS TANKS PER CLIENT COMMENTS.
<br /> K. INTALL EXPANSION JOINTS (E.J.) AND CONTROL JOINTS FROM THE DIVISION OF INDUSTRIAL SAFETY, STATE OF CODES, LOCAL CODES AND GOVERNING AUTHORITIES. 42186'
<br /> (C.J.) IN ALL NEW CONCRETE WORK AS SHOWN AND CALIFORNIA , FOR EXCAVATIONS OF TRENCHES 5"-0" OR THE UNDERGROUND STORAGE TANK SYSTEM SHALL BE 5/21/99 REV. FOR NEW E.S.O.PER FIRE DEPT.
<br /> REQUIRED. MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO sheet / file
<br /> DESCEND. COMPATIBLE WITH THE PRODUCT STORED.
<br /> TK1-1
<br /> of
<br /> AR924/924TK1.DWG
<br />
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