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General Notes `
<br /> SAWED GROVE, WIDTH 3/16" MIN. PIPING LEGEND
<br /> 32'-0" + TANK SLAB AND 5/16° MAX. JOINT TO BE
<br /> FILLED TO APPROXIMATELY 1/4" EXISTLNG NEW
<br /> T STACK - REF. OR SURFACE OF PAVEMENT X 2" F.G. SINGLE OR DOUBLE WALL PRODUCT PIPING (LOCATIONS ASSUMED)
<br /> 'D'/4, 4" MAX. E%ISTING, _,NEW- ' 2" OR 3".F.G. SINGLE WALL.VAPOR RECOVERY PIPING (LOCATIONS ASSUMED)
<br /> EXISTING- -,NEW--EXISTING NOTE: NEW SLAB INSTALLATION MAY BE - -Xr - 2" F.G. SINGLE WALL VENT PIPING (LOCATIONS ASSUMED)
<br /> 6" THICK CONCRETE DRIVE SLABd' r _ EXISTING NEW
<br /> I A W/ 6 X 6 - W1,4 X 1.4 WWF BE REQUIRED EXTEND TO THE EDGE i a . . 0 3F . EXISTING/NEWCONpUIT (LOCATIONS ASSUMED)
<br /> TO REMAIN OF ASPHALT (SITE SPECIFIC) p d n . Q1111111771 EXTENT OF NEW CONCRETE TANK. SLAB TO BE REPLACED
<br /> /SAW NE CUT X PIPING OR CONDUIT INTERCEPT POINT (CONTRACTOR TO DETERMINE) - \\ T p
<br /> T V
<br /> I I I EXISTING SLAB GREASE COATED STEEL DOWEL NEW SLAB : �
<br /> W/ 6 X 6 - W1.4 X 1.4 WWF #g4 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 ,C z Q
<br /> 16" CENTERS, GROUTED INTO PLACE. L," L-
<br /> 2. ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. A'{ E ^`
<br /> I ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNER'S ENGINEER FOR HIS DECISION BEFORE wV D
<br /> PROCEEDING WITH THE WORK - U q�
<br /> 3. INSTALLATION AND TESTING OF PIPING AND SHALL BE PERFORMED BY A LICENSED TANK SERVICE PROVIDER AS REQUIRED ��•• N VC w
<br /> BY THE STATE AND LOCAL REQUIREMENTS. CONTRACTOR SHALL PROVIDE NOTIFICATION TO THE JURISDICTIONAL }.. 'm C 0
<br /> Slab Construction Joint Detail AGENCY RESPONSIBLE FOR INSPECTIONS ACCORDING TO THE PERMIT REQUIREMENTS. LLL.. U
<br /> 4. ALL ELECTRICAL WORK PERFORMED WITHIN CLASS I HAZARDOUS AREAS SHALL BE SEALED PER NEC AND UFC O C
<br /> I I I REQUIREMENTS. U. W
<br /> 5. THE PRODUCT PIPING LAYOUT SHOWN ON THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT 0 �
<br /> INTENDED TO BE AN EXACT REPRESENTATION OF THE.PIPING LAYOUT. GENERAL CONTRACTOR TO RELOCATE, r.
<br /> MODIFY AND ADJUST PIPING INSTALLATION TO PROVIDE A SYSTEM CONSISTENT WITH THE INTENT OF THE DESIGN, '^ 'Q C C T--
<br /> GENERAL
<br /> GENERAL CONTRACTOR SHALL PREPARE "AS-BUILT" PLANS UPON THE COMPLETION OF THE INSTALLATION. +I/,I cd /0 N
<br /> Compliance Notes .. 6 ALL
<br /> UFACTURERS UNDERGROUND
<br /> PIPFING IC SHALL
<br /> IONS. BE FIBERGLASS UNLESS NOTED OTHERWISE AND SHALL BE INSTALLED PER / \ C C: W�
<br /> 7. THE GENERAL CONTRACTOR SHALL INSTALL ALL EQUIPMENT REQUIRED FOR COMPLETE INSTALLATION WHETHER OR 7 5 , //1
<br /> 4 7 NOT THE EQUIPMENT IS PROVIDED BY OWNER OR OTHERS. 'Wn^
<br /> I 6 PRIOR TO GENERAL CONTRACTOR
<br /> TEESTINGSHALL
<br /> OR PROVIDE
<br /> INS INSPECTION, HOUR.NOTIFICATION TO GOVERNING AGENCY 8. ALL DIMENSIONS AND CONDITIONS MUST BE CHECKED AND VERIFIED IN THE FIELD BEFORE STARTING ANY WORK. �.. N W
<br /> ANY DISCREPANCY SHALL BE CALLED TO THE ATTENTION OF THE OWNER'S ENGINEER FOR HIS DECISION BEFORE O.. ® O
<br /> M FI o TANK SYSTEM ST BE INSPECTED BY OWNER'S ENGINEER & GOVERNING AGENCY AT THREE (3) THEECEEDING WITH THE OWNER'S ENGINEERWILL DETERMINEK. REPORT IF AWNER'S ENGINEER IF SOILS REPORT AND ORUSUAL CONTINUINGUON SITE RFACE ONDITIONS ARE FOUND.INSPECTIONS ARE REQUIRED. f
<br /> T +I SEPARATE CONSTRUCTION PHASES AS REQUIRED: a M
<br /> L C P S M T '? 1. PRIMARY PIPING HYDROSTATICALLY OR PNEUMATICALLY TESTED FOR 30 MINUTES. 9. REMOVAL IOF PIPING SHALL BE PERFORMED BY A LICENSED TANK SERVICE PROVIDER AS REQUIRED - � J
<br /> 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 ,(v
<br /> 3. FINAL INSPECTION INCLUDING ALL PORTIONS OF THE LEAK DETECTION SYSTEM.. AGENCY RESPONSIBLE FOR INSPECTIONS ACCORDING TO THE PERMIT REQUIREMENTS. (0TANK 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 /> AGENCY PRIOR TO TANK SYSTEM BEING PLACED IN OPERATION. THE GENERAL CONTRACTOR. SHALL SEGREGATE STOCKPILES ON SITE IF REQUIRED, ' THE CONTRACTOR SHALL
<br /> A 3 "' DISPOSE OF CONTAMINATED AND UNCONTAMINATED EXCAVATED MATERIALS AWAY FROM THE SITE AT APPROVED AREAS : 0
<br /> - I 4 4 3 ' GENERAL CONTRACTOR SHALL CONDUCT THEIR WORK IN ACCORDANCE WITH THE DEPARTMENT ARRANGED AND PAID FOR BY THE CONTRACTOR. ALL UNCONTAMINATED BACKFILL MATERIAL REMOVED DURING U
<br /> 1 1 9 OF INDUSTRIAL SAFETY (STATE OF -_--_-_) FOR EXCAVATIONS OF TRENCHES EXCAVATION MAY BE REUSED AS BACKFILL DURING THE REINSTALLATION OF THE TANK SLAB SYSTEM. /Y" L�
<br /> 7 +I 5'-0" OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND. LL. CdQ
<br /> 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 ' `
<br /> I g PER NATIONALLY RECOGNIZED CODES, LOCAL CODES AND GOVERNING AUTHORITIES, LAWS AND REGULATIONS. v
<br /> 12. MANHOLE CROWNS: ALL MAN HOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH A 1-.1/2" CROWN
<br /> -- TO BUILDING OF CONRETE TO PREVENT WATER. INTRUSION INTO THE MANHOLE. SEE SECTION A. ON DWG. TK3-5. c (d
<br /> THE ARCO) FIELD ENGINEER WILL BE REQUIRED TO SIGN OFF ON THIS ITEM ON THE TANK INSTALLATION CHECKLIST '~ C
<br /> BEFORE CONTRACTOR WILL BE PAID. - ^a N G
<br /> 5 6 NEWTURBINE SIDE Drive Slab Concrete SpecificationsMANHOLES ' ` cd
<br /> VAPOR INTERCEPT 3A / (NP. 3 PLCS.) 1. UNLESS OTHERWISE NOTED ON THESE DRAWINGS: Ly,
<br /> POINT (TYP.) q \ a. CONCRETE - REGULAR WEIGHT HARD ROCK CONCRETE (150 LBS/CU FT)
<br /> b. CEMENT - TYPE II, SULFATE RESISTANT Cd c. AGGREGATES - ASTM C33, (MAXIMUM SIZE 3/4 INCHES) "!
<br /> d. 28 DAY CONCRETE STRENGTH (f'c): ' J
<br /> I - - - - - - - - - - - - - 3,000 PSI - SLAB (DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED) •�
<br /> e. SLUMP Installation Notes
<br /> 3"+ 1" - 4" MAXIMUM AT POINT OF PLACEMENT -
<br /> f. SHRINKAGE 0.057, MAXIMUM
<br /> 00
<br /> 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
<br /> O o 1 (UNLESS OTHERWISE NOTED ON THESE DRAWINGS) NUMBER OF CURRENT TANK CONFIGURATIONS. SITE SPECIFIC CONDITIONS INCLUDING THE NUMBER OF TANKS, 0
<br /> + XIS N 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 /> (� - 6" THI K CONCRETE DRIVE 8 7 1/2 GALLONS OF WATER PER SACK. CONTRACTOR TO PERFORM ALL WORK REQUIRED TO DELIVER A COMPLETE AND OPERABLE REVISED TANK SUMP
<br /> 1 ROFIT TURBINE W/ WI ELESS AND PRODUCT PIPING DELIVERY SYSTEM.
<br /> _ W/ 6 6 W1.4 X 1.4 WF SSURE LINE LEAK DETECTION 4. REINFORCING STEEL FOR DRIVE SLABS SHALL BE 6 x 6 - 1.4/1.4 WWM WELDED WIRE FABRIC TO REMAIN 2 OR $3 BARS 0 16 O.C. EACH WAY, SUMP CAGES SHALL BE N3 REBAR TOP AND BOTTOM. -- - -- %%
<br /> 7 I & AVO" CONTAINMENT SUMP Q" TURBINE SUMP,RETJ20F17 -'CONtRACYOR PO INSTALL NEW---WATERTJGNT,�UMP-TQ,PRQVIDE)SECONDARYJCONTAINM'LNT OF TURBINE. �•
<br /> I - 6 SAW CUT (TYP. PLCS.) 5. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. 21 CONTRACTOR TO PR C E ER R00 WI R E EAK DETECTION WPLLD AT TURBINE,\1,\
<br /> LINE 6. PLACE CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS IN�T LLg�,R U IN RU IONS. SEE RA I TAL NIFZ�U_DQ.j-.-}00 AND ALONE MONITOR Q
<br /> O SPECIAL INSPECTION, IN ACCORDANCE WITH CHAPTER 3 OF THE UBC, IS PROVIDED. C9 CfiOLiii PIL CO ROLLER M UL D E C�DDi� ( IF EXISTING TURBINE
<br /> 0 NOTE:BE N REQUIRED INSTALLATION
<br /> TON THE EDGE 3C REMOVE EXISTIN RODU CT PIPING 7. SUBMIT MIX DESIGNS, WITH STRENGTH AND SHRINKAGE TEST RESULTS, TO OWNERY BE 'S ENGINEER IS tNU111111111����'TUI E H IN NEW TU D OWN
<br /> o I I q OF ASPHALT (SITE SPECIFIC HEADERS TO LOCA SHOWN AT LEAST 7 DAYS BEFORE PLACING CONCRETE. CO ACjj]]RR T99..�IN TU INE UMPS AT RB E T AWAY. T R T TION OF BACKFILL 70
<br /> ( M IAYi1TC1iE A NWAY L TI a
<br /> BY X INSTALL BALL VE AT TURBINE 8. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL VIBRATOR. 77ii 77ii
<br /> Tank Slab Installation Plan ® I\ V�AAC" N S 10 ISO TS ON EX 0 L 0 F• SL�ONWTORS TO PRODUCT, _ i.. Lo Co
<br /> 9. BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND F� ;WSW Cd W C
<br /> I OTHER INSERTS IN POSITION TO PREVENT MOVEMENT. 5 CONTRACTOR"T0. BACKFILL EXCAVABOI W RH P GRAVEL IN 12" LIFTS. REUSE OLD BACKFILL i
<br /> •W I SCALE: 1/4" = V-O" 10. MATERIALS AND WORKMANSHIP SHALL CONFORM TO A.I.C. - 318 (SPECIFICATIONS OF THE O IF CLEAN. TAKE CARE TO PREVENT PFA" t�RAVEL Fla EN.TERLNG-FLOATINC SUMP-SPACES,:
<br /> DESIGN AND PLACEMENT OF CONCRETE). REMOVE ANY TEMPORARY BARRIERS. " Q< CC
<br /> 0 DISPENSER ISLANDS / - -- - - - - - - - - ----_ _ _ _- _ _ _ _ _ _-` ©
<br /> CONTRACTOR TO INSTALL NEW CONCRETE TANK SLA13 AND REINFORCING. CONTRACTOR TO PROVIDE REBAR CAGES _
<br /> o Z� _ B CONCAT CRRETELTANKKCSLLAB(WHERE INSTALL
<br /> APPLLIICABLE) W/ #4 xFILL
<br /> 18"SIDE
<br /> STEEL{ BAARSES.AT 16" D.C.CONTRACTOR
<br /> SEE DETAIDOWEL#1INTO
<br /> ANDEXISTING
<br /> CONC CONCRETE _ M � Q�
<br /> V -�,- �,� „�,,.� .•�-�/- \�,_ -. TK3-1 SPECIFICATIONS ON THIS SHEET, W
<br /> 2
<br /> U EXISTING TWO-POINT FILL CONTRACTOR TO PATCH AND REPAIR ALL ASPHALT AFFECTED BY THE NEW TANK AND PIPING INSTALLATION AND ALL z N
<br /> WITH SPILL'CONTAINMENT NEW 6 �I I OTHER DAMAGED ASPHALT ON SITE. SAWCUT CLEAN ALL ADJACENT ASPHALT IN REPAIR AREAS BEFORE PATCHING. _
<br /> 8 6 (TVP.) i •i - . ..- � 4- ...,._.!�: "i- -." ,� __ ' v',✓ .... .r'�-_.,� �,,V v. .� �,-.vr- _./_.._, - ... �. Cif �...
<br /> 12 CONTAINERS`.TO REMAIN MANHOL I 6 DOWELING (TYP.) r'- � INSTALL NEW VEEDER-ROOT #794380-301 HYDROSTATIC SENSOR, PROVIDE AND INSTALL NEW#3/4* CONDUIT, CONDUCTORS` •C -I
<br /> AND J-BOX AS DETAILED BY SENSOR MANUFACTURER. PROVIDE AND INSTALL NEW 16"0, CNI X7020, MANWAY WITH TRAFFIC L C lL
<br /> ER TO GRADE
<br /> COCd
<br /> . DO
<br /> _ _
<br /> i� 1
<br /> I . SEAL OFF 2 9/2" CABLE: GRIP SEALS o O
<br /> (( )) � '
<br /> 5l1PPLIED W1 SENSOR . . , PRODUCT C
<br /> 0 3/4' COND.' LOOP TO SUM. I
<br /> I
<br /> . I \ EXISTING PFAGRAVEL
<br /> >
<br /> EXISTING PEA GRAVEL ; : i .f, MANWAY'TO,REMAIN: J L
<br /> REMAIN . >. . . ... .. I� CONbUIT 1 . - "�'
<br /> 0- ���
<br /> cd LD
<br /> 4" BLACK STEEL RhSER PRIMED . .VENT VAP , I co 00 J CID u
<br /> MANWAY TO ANNULAR SPACE AND WRAPPED TO GRADE - - -
<br /> -EXISTING
<br /> > RESERVOIR. T0. REMAIN. . .` .,. .
<br /> o'
<br /> ffg ��/ 4" BLACK STEEL EXISTING TANK PLUG EXISTING NEW TANK MANWAY B,L(
<br /> RISERS TO REMAIN MANWAY TO REMAIN TANK BUNGS -\ TANK MANUFACTURE \\ H
<br /> h- K //// I i NOT BEING REUSED /R N �m `
<br /> � - // - - - - - -- - - _ _ 0 2
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<br /> j: 1111 j 1 2 3 4 5 111 7 8 9 10 11 12 13 14 16 19 20 QWm08
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<br /> 0- \ - \\\ � - NEW TANK STRIKE NEW TANK STRIKE /// nieMx rebase 10
<br /> Q ( \\\ I PLATE BIY TANK PLATE BY TANK
<br /> j \ MANUFACTURER MANUFACTURER //j _ .
<br /> NO. ARCO PHODUCT8 CObPANY MA8'tFA FiEVIEi0N�8
<br /> LIJ
<br /> NO. DATE FEVISIONS PROJECT F*aEASE pro).axe Ckawn by
<br /> z 'TANK LEAK,,DETECTOR t RFIV EER. f,I If.PIT r-OM".^I.NT•S 6BI1®FpR. L10'
<br /> < (LIQUID PROBE). 12. z T 7t '9'S RFV. PER r11rn.T Cgl.l rd,NFT" N.AN CFfCJf - -
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