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I
<br /> General Notes
<br /> SAWED GROVE, WIDTH 3/16" MIN. -
<br /> AND 5/16" MAX. JOINT TO BE
<br /> FILLED TO APPROXIMATELY 1/4"
<br /> OR SURFACE OF PAVEMENT 1: THE GENERAL CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS PRIOR TO BID SUBMISSION.
<br /> D'/4, 4' MAX. 2. ALL.DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK.
<br /> ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNER'S ENGINEER FOR HIS DECISION BEFORE
<br /> PROCEEDING WITH THE WORK.
<br /> INSTALLATION AND TESTING OF PIPING AND SHALL BE PERFORMED BY A LICENSED TANK SERVICE PROVIDER AS REQUIRED
<br /> d
<br /> BY THE STATE AND LOCAL REQUIREMENTS. . CONTRACTOR SHALL PROVIDE NOTIFICATION TO THE JURISDICTIONAL
<br /> AGENCY RESPONSIBLE FOR INSPECTIONS ACCORDING TO THE PERMIT REQUIREMENTS.
<br /> SEE NOTE #6 (TYP•) 4. ALL ELECTRICAL WORK PERFORMED WITHIN CUSS I HAZARDOUS AREAS. SHALL BE. SEALED PER NEC AND UFC
<br /> REQUIREMENTS. � C 0) 0 0
<br /> 4_1/2" TO 6" >.
<br /> sp q, EXISTING SLAB GREASE COATED STEEL DOWEL NEW SLAB 5. THE PRODUCT PIPING LAYOUT SHOWN ON THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT 0
<br /> W/ 8 X 6 - W1.4 X 1.4 WWF 4 BARS x 18" (SMOOTH) ON W/ 6 X 6 W1.4 X 1.4 WWF INTENDED TO BE AN EXACT REPRESENTATION OF THE PIPING LAYOUT. ..GENERAL CONTRACTOR TO RELOCATE, a •C 0
<br /> •) 6" CENTERS. GROUTED INTO PLACE. MODIFY AND ADJUST PIPING INSTALLATION TO PROVIDE A SYSTEM CONSISTENT WITH THE INTENT OF THE DESIGN. Rf E A Q
<br /> •q• GENERAL CONTRACTOR SHALL PREPARE AS BUILT PLANS UPON THE COMPLETION OF THE INSTALLATION. �Q. 0V �(D A�
<br /> 16 6. ALL UNDERGROUND PIPING SHALL BE FIBERGLASS UNLESS NOTED OTHERWISE AND SHALL BE INSTALLED PER
<br /> 15 MANUFACTURERS SPECIFICATIONS - /}�.
<br /> 7. THE GENERAL CONTRACTOR SHALL INSTALL ALL EQUIPMENT REQUIRED FOR COMPLETE INSTALLATION WHETHER OR y„, •� •C O
<br /> Slab Construction Joint Detail
<br /> 5 GALLON SPILL � NOT THE EQUIPMENT IS PROVIDED BY OWNER OR OTHERS.
<br /> CONTAINER WITH 8. ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. : L
<br /> IN LINE DRAIN ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNER'S ENGINEER FOR HIS DECISION BEFORE W
<br /> - 4" BLACK STEEL PROCEEDING WITH THE WORK. REPORT TO OWNER'S ENGINEER IF UNUSUAL SUBSURFACE CONDITIONS ARE FOUND.
<br /> RISER (EXISTING) THE OWNER'S ENGINEER WILL DETERMINE IF A SOILS REPORT AND OR. CONTINUING ON SITE INSPECTIONS ARE REQUIRED. d'
<br /> 9. REMOVAL OF PIPING SHALL BE PERFORMED BY A LICENSED TANK SERVICE PROVIDER AS REQUIRED
<br /> BY THE STATE AND LOCAL REQUIREMENTS. CONTRACTOR SHALL PROVIDE NOTIFICATION TO THE JURISDICTIONAL v/ O 0
<br /> Compliance Notes
<br /> AGENCY RESPONSIBLE FOR INSPECTIONS ACCORDING TO THE PERMIT REQUIREMENTS C V
<br /> 10. ALL EXCAVATED MATERIAL SHALL BE TESTED FOR CONTAMINATION PRIOR TO REMOVAL FROM THE SITE:
<br /> - THE GENERAL CONTRACTOR' SHALL SEGREGATE STOCKPILES ON. SITE IF REQUIRED. THE CONTRACTOR SHALL ' •0)
<br /> GENERAL CONTRACTOR SHALL PROVIDE 72 HOUR NOTIFICATION TO GOVERNING AGENCY DISPOSE OF CONTAMINATED AND UNCONTAMINATED EXCAVATED MATERIALS AWAY FROM THE SITE AT APPROVED AREAS
<br /> ARRANGED AND PAID FOR BY THE CONTRACTOR. ALL UNCONTAMINATED BACKFILL MATERIAL REMOVED DURING
<br /> PRIOR TO PIPING TESTING OR INSPECTION. EXCAVATION MAY BE REUSED AS BACKFILL DURING THE REINSTALLATION OF THE TANK SLAB SYSTEM. . Q O
<br /> - TANK SYSTEM TO BE INSPECTED BY OWNER'S ENGINEER & GOVERNING AGENCY AT THREE (3) O
<br /> r
<br /> SEPARATE CONSTRUCTION PHASES AS REQUIRED: 11. GENERAL CONTRACTOR SHALL CONDUCT THEIR WORK IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL
<br /> 1, PRIMARY PIPING HYDROSTATICALLY OR PNEUMATICALLY TESTED FOR 30 MINUTES. LAWS AND REGULATIONS. _ ■
<br /> 2. INSPECTION OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES.
<br /> 3. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM., Cl
<br /> TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING
<br /> AGENCY PRIOR TO TANK SYSTEM BEING PLACED IN OPERATION. ® 0
<br /> GENERAL CONTRACTOR SHALL CONDUCT THEIR WORK IN ACCORDANCE WITH THE DEPARTMENT m
<br /> OF INDUSTRIAL SAFETY (STATE OF ) FOR EXCAVATIONS OF TRENCHES Installation Notes
<br /> 5'-0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND. LL (CCd
<br /> I ALL.MATERIALS SHALL NI COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS NOTE: THIS TANK LAYOUT IS PROVIDED FOR INFORMATIONAL PURPOSES AND REPRESENTS A SIGNIFICANT Q _ L U
<br /> PER NATIONALLY RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES. NUMBER OF CURRENT TANK CONFIGURATIONS. SITE SPECIFIC CONDITIONS INCLUDING THE NUMBER OF TANKS,
<br /> TANK SIZE AND BURY DEPTH MAY VARY, HOWEVER IT IS THE INTENT. OF THE OWNER FOR THE GENERAL , .
<br /> CONTRACTOR TO,PERFORM ALL WORK REQUIRED TO DELIVER A COMPLETE AND OPERABLE REVISED TANK SUMP
<br /> AND PRODUCT PIPING DELIVERY SYSTEM. tN C
<br /> A TWO-POINT FILL RISERS Drive Slab Concrete Specrfications o TURBINE SUMP RETROFIT - CONTRACTOR TO INSTALL NEW WATERTIGHT SUMP TO PROVIDE SECONDARY CONTAINMENT OF W Ly-
<br /> TURBINE. / \
<br /> SCALE: NONE 1. UNLESS OTHERWISE NOTED ON THESE DRAWINGS: O2 CONTRACTOR TO INSTALL NEW 'VEEDER ROOT' WIRELESS PRESSURE LINE LEAK DETECTION ((WPLLD)) AT TURBINE. INSTALL
<br /> o. CONCRETE REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) PER MANUFACTURER'S INSTRUCTIONS, SEE DRAWING ON TK4-1. INSTALL NEW TLS-350 TUI MONfTOR AT BUILDING WITH C
<br /> b. CEMENT - TYPE II, SULFATE RESISTANT WPLLD CONTROLLER NAODULE AND WPLLD AC INTERFACE MODULE (KR). IF. EXISTING TURBINE IS MANUFACTURED BY
<br /> c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES) "TOKHEIM", INSTALL NEW TURBINE PROVIDED BY ARCO: - _ CdCd
<br /> d. 28 DAY CONCRETE STRENGTH DESS 3 CONTRACTOR TO INSTALL NEW TURBINE SUMPS AT TURBINE SIDE TANK MANWAYS TO PREVENT MIGRATION OF BACKFILL '/1
<br /> 3,000 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) O MATERIAL INTO THE TIURBINE/FILL TANK MANWAY LOCATIONS. a-
<br /> e. SLUMP - 3"± 1' - 4" MAXIMUM AT POINT OF PLACEMENT
<br /> f. SHRINKAGE 0.05% MAXIMUM ® CONTRACTOR TO INSTALL ISOLATION JACKETS ON ALL EXPOSED METAL PIPING OR FLEXIBLE CONNECTORS TO PRODUCT,
<br /> VENT AND VAPOR PIPING. INSTALL ISOLATION JACKET ON TURBINE AND FILL SIDE RISERS.
<br /> 0 2 CONCRETE
<br /> SLAB THICKNESS $HALLON BE A MINIMUM DRAWINGS OF 6.0 INCHES O CONTRACTOR TO BACKFILL EXCAVATION WITH PEAGRAVEL IN 12' LIFTS. REUSE OLD BACKFILL IF CLEAN, TAKE CARE 0
<br /> TO PREVENT PEAGRAVEL FROM ENTERING SUMP SPACES.. REMOVE ANY TEMPORAY BARRIERS. ' `
<br /> 3. CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 : 2 1/2 : 3 1/2, WITH A MAXIMUMCd : V W
<br /> 7 1/2 GALLONS EL WATER PER SACK. © CONTRACTOR TO INSTALL NEW CONCRETE TANK SLAB AND REINFORCING, CONTRACTOR TO PROVIDE REBAR CAGES,
<br /> L 4. REINFORCING STEEL FOR DRIVE SLABS SHAT BE 6 k 6 - 1.4/1.4 WWM WELDED WIRE FABRIC SEE SHEET TK3-5. INSTALL NEW TURBINE AND FILL SIDE MANHOLES, CONTRACTOR TO DOWEL INTO EXISTING d/'� Z
<br /> OR #3 BARS 0 16 O.C. EACH WAY. SUMP CAGES SHALL BE #3 REBAR TOP AND BOTTOM, CONCRETE TANK SLAB (WHERE APPLICABLE) W/ O4 x 18' STEEL BARS AT 16' O.C. SEE DETAIL #1 AND CONCRETE y.{.
<br /> 5. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. SPECIFICATIONS ON THIS SHEET. c Q -
<br /> _ C 6. PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS, DO NOT PUMP CONCRETE UNLESS O7 CONTRACTOR TO PATCH AND REPAIR ALL ASPHALT AFFECTED BY THE NEW TANK AND PIPING INSTALLATION AND ALL
<br /> o SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER 3 OF THE UBC, IS PROVIDED. OTHER DAMAGED ASPHALT ON SITE, SAWCUT CLEAN ALL ADJACENT ASPHALT IN REPAIR AREAS BEFORE PATCHING, Q
<br /> 7. SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNER'S ENGINEER w
<br /> U AT LEAST 7 DAYS BEFORE PLACING CONCRETE. ® CONTRACTOR SHALL INSTALL NEW.TWO-POINT FILL AND VAPOR RECOVERY SPILL CONTAINMENT. ^.
<br /> 0 8. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. G CO
<br /> V 9. BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND wt G=,
<br /> C OTHER INSERTS IN POSITION TO PREVENT MOVEMENT, Cd
<br /> Cd 10. MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.I.C. - 318 (SPECIFICATIONS OF THE : �� �-
<br /> ^ — _ - DESIGN AND PLACEMENT OF CONCRETE) —\
<br /> E - -- - - - -_ _
<br /> U TK3 TK3-1 A Q c Cd
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<br /> Q EXISTING PEAGRAVEL - - - J 'O 3C : EXISTING' PEAGRAYEL �Z U
<br /> K MANWAY 'T0, REMAIN I 'C . .1 MANWAY TO R€MAIN; C O O . 5
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<br /> Z i - - 4" BLACK STEEL
<br /> 17ERISERS TO REMAIN PLUG EXISTING NE�V TANK MANWAY, BY
<br /> z / TANK BUNGS (TYPO 4 TANK MANUFACTURER
<br /> U 3 / INSTALL RISER ISOLATION
<br /> a / NOT BEING REUSED I \ ■ m
<br /> Cc
<br /> l 1 2 3 4 5 7 8 9 10 11 12 13 14 15 16 19 20 ■ � W , � N
<br /> LAo /
<br /> fy
<br /> D_ - . \\ NEW TANK STRIKE NEW TANK STRIKE - maalerrebase to
<br /> Q .\ PLATE BY TANK PLATE BY TANK /
<br /> , . \ MANUFACTURER. MANUFACTURER / NO: ARCO PROOUCT8 OOWANY MASTIM FEVIBIONB
<br /> w \ i _
<br /> a .. .\ - i�... '. ". NO. DATE :.fEVOOMB PROJECT L8_ EABE Prof eze. d slyn by
<br /> z `,' ._ - _ '---- - 1/;9/93 0 U
<br /> SMIRM
<br /> .... CHECK
<br /> a REieABE 0595
<br /> w Underground Tank Section -
<br /> z ^ _ TK-3
<br /> 3' �1
<br /> w 2' 1 -0"
<br /> ' ,. AR994/994TK-3 DWG '
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