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General Notes
<br /> SAWED GROVE, WIDTH 3/16" MIN. PIPING LEGEND
<br /> 32'-0" + TANK SLAB AND 5/TOnAPPMAX.
<br /> JOINT
<br /> ELY IBE
<br /> \TSTACK,,
<br /> REF. OR SURFACE OF PAVEMENT MEL
<br /> 2" F.G. SINGLE OR DOUBLE WALL PRODUCTPIPING LOCATIONS ASSUMEDD'/4, 4" MAX. ( ) Aj kL2" OR 3" F.G. SINGLE WALL VAPOR RECOVERY PIPING LOCATIONS ASSUMEDEXISTING NOTE: NEW SLAB INSTALLATION MAY BE 2" F.G. SINGLE WALL VENT PIPING (LOCATIONS ASSUMED) )6" THICK CONCRETE DRIVE SLAB BE REQUIRED TO EXTEND TO THE EDGE tr
<br /> EXISTING/NEWCONDUIT (LOCATIONS ASSUMED) `
<br /> q W/ 6 X 6 - REM X 1.4 WWF EXTENT OF NEW CONCRETE TANK SLAB TO BE REPLACED
<br /> _ TO REMAIN OF ASPHALT (SITE SPECIFIC) a � a P
<br /> b
<br /> PIPING OR CONDUIT INTERCEPT POINT (CONTRACTOR TO DETERMINE)
<br /> /SAE CUT X 1
<br /> EXISTING SLAB GREASE COATED STEEL DOWEL NEW SLAB /� N > Q
<br /> I i 1 W/ 6 X 6 - W1.4 X 1.4 WWF /�4 BARS x 18" (SMOOTH) ON W/ 6 X 6 - W1.4 X 1.4 WWF 1• THE GENERAL CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS PRIOR TO BID SUBMISSION. C d ,� O
<br /> I '16" CENTERS. GROUTED INTO PLACE.
<br /> I I 2. ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK, /�'� E (D ♦ s
<br /> I I ANY DISCREPANCY SHALL BE CALLED 70 THE ATTENTION OF THE OWNER'S ENGINEER FOR HIS DECISION BEFORE `v 0 0
<br /> I I PROCEEDING WITH THE WORK. - � A` � ,
<br /> I I i I 3. INSTALLATION AND TESTING OF PIPING AND SHALL BE PERFORMED BY A LICENSED TANK SERVICE PROVIDER AS REQUIRED /� C tO+ ' $
<br /> I I I Slab Construction Joint Detail AGENCY RETHE SPONSBLEOFOR INSPECTIONS CAL T ACCORDINGTOCONTRACTORSHALL
<br /> APERMITG REQUIREMENTS,VIDE IGN TO THE JURISDICTIONAL p. C °� .0 '
<br /> I I 1 4. ALL ELECTRICAL WORK PERFORMED WITHIN CLASS I,HAZARDOUS AREAS SHALL BE SEALED PER NEC AND UFC ® [L C
<br /> I 1 REQUIREMENTS. - �ry
<br /> I I 5. THE PRODUCT PIPING LAYOUT SHOWN ON THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT �J INTEND
<br /> I I MODIFYEANDOBE AN ADJUST PIPING INSTALLATIONCT AION OF THE TO PROVIDE PA INSYSTEM CONSISTENT WITHYOUT. GENERAL OTHEACTOR TO NTENT OF THE DESIGN. ////�� Q C C ' r—
<br /> I I GENERAL CONTRACTOR SHALL PREPARE "AS-BUILT" PLANS UPON THE COMPLETION OF THE INSTALLATION. 03 cd ,4)) N
<br /> I I I Compliance Notes 6. ALL UNDERGROUND PIPING SHALL BE FIBERGLASS UNLESS NOTED OTHERWISE AND SHALL BE INSTALLED PER }r G U
<br /> MANUFACTURERS SPECIFICATIONS. U 0 C
<br /> I 7. THE GENERAL CONTRACTOR SHALL INSTALL ALL EQUIPMENT REQUIRED FOR COMPLETE INSTALLATION WHETHER OR '�
<br /> 4 7 NOT THE EQUIPMENT IS PROVIDED BY OWNER OR OTHERS, a^
<br /> I I GENERAL CONTRACTOR SHALL PROVIDE 72 HOUR NOTIFICATION TO GOVERNING AGENCY - .. aV
<br /> I I 6 PRIOR TO PIPING TESTING OR INSPECTION. 8. 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 /> FI TANK SYSTEM TO BE INSPECTED BY OWNER'S ENGINEER & GOVERNING AGENCY AT THREE (3) - PROCEEDING WITH THE WORK, REPORT TO OWNER'S ENGINEER IF UNUSUAL SUBSURFACE CONDITIONS ARE FOUND. ® 0
<br /> T +I SEPARATE CONSTRUCTION PHASES AS REQUIRED: THE OWNERS ENGINEER WILL DETERMINE IF A SOILS REPORT AND OR CONTINUING ON SITE INSPECTIONS ARE REQUIRED.
<br /> 1. PRIMARY PIPING HYDROSTATICALLY OR PNEUMATICALLY TESTED FOR 30 MINUTES. 9. REMOVAL OF PIPING SHALL BE PERFORMED BY A LICENSED TANK SERVICE PROVIDER AS REQUIRED n e co
<br /> I P S. I 2. INSPECTION OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES. BY THE STATE AND LOCAL REQUIREMENTS. CONTRACTOR SHALL PROVIDE NOTIFICATION TO THE JURISDICTIONAL r•� (V
<br /> I " S 3. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM.. AGENCY RESPONSIBLE FOR INSPECTIONS ACCORDING TO THE PERMIT REQUIREMENTS. N
<br /> I W
<br /> I I I I TANK SYSTEM, LEAK DETECTORS AND MONITORING SYSTEM INTEGRITY TESTS FORWARDED AND APPROVED BY GOVERNING 10• ALL EXCAVATED MATERIAL SHALL BE.TESTED FOR CONTAMINATION PRIOR TO REMOVAL FROM THE SITE. �.o
<br /> A 3 , AGENCY PRIOR TO TANK SYSTEM BEING PLACED IN OPERATION. THE GENERAL CONTRACTOR SHALL SEGREGATE STOCKPILES ON SITE IF REQUIRED. THE CONTRACTOR SHALL
<br /> m DISPOSE OF CONTAMINATED AND UNCONTAMINATED EXCAVATED MATERIALS AWAY FROM THE SITE AT APPROVED AREAS � `y A) 0)
<br /> 4 4 3 za GENERAL CONTRACTOR SHALL CONDUCT THEIR WORK IN ACCORDANCE WITH THE DEPARTMENT ARRANGED AND PAID FOR BY THE CONTRACTOR. ALL UNCONTAMINATED BACKFILL MATERIAL REMOVED DURING
<br /> U 3L
<br /> OF INDUSTRIAL SAFETY (STATE OF ) FOR EXCAVATIONS OF TRENCHES EXCAVATION MAY BE REUSED AS BACKFILL DURING THE REINSTALLATION OF THE TANK SLAB SYSTEM. L
<br /> 7 +i 5-0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND..
<br /> I I 4 ALL MATERIALS SHALL BE COMPATIBLE WITH USE FOR THE INTENDED PURPOSE AS 11. GENERAL CONTRACTOR SHALL CONDUCT.THEIR. WORK IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL CIO
<br /> ' `
<br /> g PER RATIONALLY RECOGNIZED CODES, LOCAL CODES AND GOVERNING ALAHORMES. LAWS AND REGULATIONS. _ v
<br /> r
<br /> -- --- - -- - - TO BUILDING Cd
<br /> 5 / I 6 NEW TURBINE SIDE Drive Slab Concrete Specifications - Cd Cd M
<br /> VAPOR INTERCEPT 3A / S
<br /> MANHOLES
<br /> EPLCS.) U '�
<br /> 1. UNLESS OTHERWISE NOTED ON THESE DRAWINGS: - - �T
<br /> POINT (TTP.) q a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT) C t.y
<br /> b. CEMENT _ TYPE II, SULFATE RESISTANT
<br /> c. AGGREGATES ASTM 033, (MAXIMUM SIZE 3/4 INCHES) �
<br /> O. 28 DAY CONCRETE STRENGTH (Pc): a,
<br /> 3,000 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) Installation Notes •Q + ��,
<br /> I I e. SLUMP - 3"± 1" - 4" MAXIMUM AT POINT OF PLACEMENT i
<br /> I. SHRINKAGE - 0.05$ MAXIMUM
<br /> o I I I I 2. CONCRETE SLAB THICKNESS SHALL BE A MINIMUM OF 6,0 INCHES NOTE: THIS TANK LAYOUT IS PROVIDED FOR INFORMATIONAL PURPOSES AND REPRESENTS A SIGNIFICANT /1
<br /> (UNLESS OTHERWISE NOTED ON THESE DRAWINGS) NUMBER OF CURRENT TANK CONFIGURATIONS, SITE SPECIFIC CONDITIONS INCLUDING THE NUMBER OF TANKS', 0
<br /> IS IN 3. CONCRETE SHALL BE NORMAL WEIGHT WITH A MIX OF 1 2 1/2' 3 1/2, WITH A MAXIMUM TANK SIZE AND BURY DEPTH MAY VARY, HOWEVER IT IS THE INTENT OF THE OWNER FOR THE. GENERAL
<br /> ca 6" THI K CONCRETE DRIVE B 7 1/2 GALLONS OF WATER PER SACK CONTRACTOR TO PERFORM ALL WORK REQUIRED TO DELIVER A COMPLETE AND OPERABLE REVISED TANK SUMP �•/ r
<br /> W 6 6 - W1.4 X 1.4 F 1 ROFIT TURBINE W/ WIFELESS - AND PRODUCT PIPING DELIVERY SYSTEM, } !
<br /> / SURE LINE LEAK D CTION 4. REINFORCING STEEL FOR DRIVE SLABS SHALL BE 6 x 6 1.4/1.4 WWM WELDED WIRE FABRIC •#
<br /> D I TO REMAIN 2 OR #3 BARS 0 16 O.C. EACH WAY. SUMP CAGES SHALL BE,#3 REBAR;TOP AND BOTTOM.
<br /> I I I ( AVO" CONTAINMENT [SUMP 1Q TURBINE SUMP RETROFIT - CONTRACTOR TO INSTALL NEW WATERTIGHT SUMP TO PROVIDE SECONDARY CONTAINMENT OF TURBINE
<br /> y. I I I 6 SAW CUT (TTP• PLCS.) 5. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENL
<br /> LINE O CONTRACTOR TO PROTECT EXISTING "VEEDER ROOT" WIRELESS PRESSURE LINE LEAK DETECTION (WPLLD) N TURBINE.
<br /> ® I I I 6. PLACE CONCRETE DIRECTLY FROM TRUCK O FORMS, DO NET PUMP CONCRETE UNLESS INSTALL PER MANUFACTURER'S INSTRUCTIONS: SEE DRAWING ON PLLD A INSTALL NEW LLD-300 S AND ALONE MONITOR
<br /> SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER 3 .OF THE UBC, 15 PROVIDED. CONSOLE IN BUILDING WITH WPLLD CONTROLLER MODULE AND WPLLD AO INTERFACE MODULE (KIT), IF EXISTING TURBINE
<br /> U I ' I BETE: NEW REQUREDLTO EXTEND TO THEB INSTALLATION Y BE EDGE 3C REMOVE EXISTIN RODUCT PIPING 7. SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS; TO OWNER'S ENGINEER IS MANUFACTURED BY "TOKHEIM", INSTALL NEW TURBINE PROVIDED BY ARCO.
<br /> O I I A OF ASPHALT (SITE SPECIFIC) HEADERS TO LOCA SHOWN AT LEAST 7 DAYS BEFORE PLACING CONCRETE. 0 CONTRACTOR TO INSTALL N TURBINE SUMPS AT TURBINE SIDE TANK MANWAYS TO PREVENT MIGRATION OF BACKFILL
<br /> BY X INSTALL BALL VE AT TURBINE . MATERIAL INTO THE TURBINEFILL TANK MANWAY LOCATIONS.8. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR, A C
<br /> Tank aInstallation an 9, BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS. AND O VENT ANCONTRAD OVAPOR PIPING.R TO INSTALL IINSTALL
<br /> S ATLLNISOLATION JACKET ONJACKETS ON ALL PTURBINE AND FOSED METAL ILL SIDE RISERSNG OR . CONNECTORS TO PRpDUCT, CT: 0 al
<br /> �
<br /> OTHER INSERTS IN POSITION TO PREVENT MOVEMENT. O CONTRACTOR TO gpCKRLL EXCAVATION WITH PEAGRAVEL IN 12" LIFTS. REUSE OLD BACKFILL
<br /> SCALE: 1/4" 1'-0" 10. MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.I.C. - 318 (SPECIFICATIONS OF THE IF CLEAN. TAKE CARE TO PREVENT PEAGRAVEL FROM ENTERING FLOATING SUMP SPACES.
<br /> "i•� DESIGN AND PLACEMENT OF CONCRETE). REMOVE ANY TEMPORARY BARRIERS. - : ('1 -C C
<br /> aJ. ib � Cd
<br /> 0 DISPENSER ISLANDS __,-_____—__—_____ __ _ —__ 8 CONTRACTOR TO INSTALL NEW CONCRETE TANK SLAB AND REINFORCING. CONTRACTOR TO PROVIDE RESAR CAGES a 1{
<br /> �_____
<br /> � B O AT MANHOLE LOCATIONS. INSTALL NEW TURBINE AND FILL SIDE MANHOLES. CONTRACTOR TO DOWEL INTO EXISTING E ? r /'N
<br /> U CONCRETE TANK SAB (WHERE APPLICABLE) W/ k4 x 18" STEEL BARS AT 16" O.C. SEE DETAIL /)1 AND CONCRETE
<br /> EXISTING SPECIFICATIONS ON THIS SHEET. -O 'yr
<br /> 5 GALLON SPILL I I _ t
<br /> CONTAINER WITH 0 CONTRACTOR TO PATCH AND REPAIR ALL ASPHALT AFFECTED BY THE NEW TANK AND PIPING INSTALLATION AND ALL C F,
<br /> IN LINE DRAIN I 2 OTHER DAMAGED ASPHALT ON SITE. SAWCUT CLEAN ALL ADJACENT ASPHALT IN REPAIR AREAS BEFORE PATCHING. (� CV a) + -
<br /> IN MANHOLE I NEW 6 6 (TYO.) CD
<br /> MANHOL 4 - OWELING (TYP.)
<br /> r- r -' Y- =i'- 'Y' - ,r-.-- = -AL -. -.>- - - -�r= 1::":i_ T.ti_ • :i: ' - ....: I 6 D 'a- (C 0 ca I (s
<br /> — I r s :i' :�• • ,i, ,'�1 S.:'4'-i— I , .1.T —, —, — "O
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<br /> CIO
<br /> - , . :• I ,PRODUCT _ _ C CIO
<br /> ®
<br /> .. 3/8" JOINT �� ® C
<br /> Q . . J I . .
<br /> ' .. . ` BLACK ONE >t:
<br /> ' EXISTING PEAGRAVEL.. O ' 3 3 SEALANT SILICONE
<br /> 1/4' RADIUS \� ® ,�
<br /> 3G EXISTING PEAGRAyyEL
<br /> MANWAY TO REMAfN.of CONDUIT ,i MANWAY TOREMr(IN TOOL EDGE ® 0
<br /> Q .. . . . ... p JOINT FILLER CAST 4V CIO
<br /> (f) C ~O
<br /> IN PLACE
<br /> VENT. VAP a a
<br /> 1
<br /> 4" BLACK STEEL I 1 °p4, . . <a <` q, _Ir
<br /> BLAB POINT
<br /> AT 18 O.C. I +
<br /> BOTH WAYS AT
<br /> RISERS TO REMAIN ® PLUG EXISTING NEW TANK MANWAY BY. I \ - S MID }
<br /> INSTALL RISER ISOLATION TANK BUNGS (nP•) 4 \ " n A. N •I
<br /> TANK MANUFACTURER \ . o , ' ' a. ° ' a
<br /> / I NOT BEING REUSEDLd
<br /> I
<br /> -
<br /> 8" MIN. LAP "!
<br /> OL � � : � I � - - -I -- - - -- �- - - \\ MESH/REINF. � trls
<br /> I 1 2 3 4 5 11 7 8 9 10 11 12 13 14 15 16 19 20 1 '
<br /> Expansion Joint
<br /> - -�
<br /> SCALE: 3" = 1'-0•' �+sj
<br /> 1\ I I
<br /> d \
<br /> n. \ NEW TANK STRIKE NEW TANK STRIKE JUJUL �� master release dale 'r
<br /> Q ' • \ PLATE BY TANK PLATE BY TANK Z fL{•gg
<br /> \ MANUFACTURER MANUFACTURER I / NO ARCO PRODUCTS��,MASTER REVISIONS
<br /> ; Sg
<br /> \ /
<br /> Q \ NO. DATE __. REVt810NB- _ PROJECT TEASE prof,exe, -. .._drawn by
<br /> _.,Z
<br /> - -
<br /> . .. . . . . . it Gt tI .
<br /> .. •.
<br /> 02/11
<br /> ., .. . . . KM CHECK
<br /> oleo/tacaty
<br /> NOW MOM DIDI
<br /> Of C= RELEASE
<br /> :
<br /> W
<br /> Underground Tank Section 468 ;
<br /> W
<br /> 0 3 ° FELEASE
<br /> Iz i SCALE: 1/2" = 1'-0" --- . - - TK-3 i
<br /> A6-Bl LT
<br /> AR928/928TK3.DWG
<br />
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