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Y
<br /> PERFORMANCE SPEC; IF CA_1- I0N --- CONTINUED - -
<br /> SECTION IV 1-ANK INSTALLATION -- CONTINUE") -.----____-- . . _..__. ._ _ SECTION V " CONC R)E_ TE_ --- CONrLNUE-D_ . _ . _ _ .." SECTION VI PIPING - CONTINUED 0
<br /> PARi" .S - INSTALLATION -• CON LINUm PARi- 3 - EXECU1" ON -- CON fINUED PAR 3 -- INSTALLATION -- CON CINUED 6� � ._
<br /> FI _ PLACEMENT: ONCE TANKS ARE PROPERLY SET IN PLACE, CAR BACKFILL 3.`�.4PLACING: PLACE ALL GUNGREFL IN ACCORDANCE WITH AGI 614. MINIMUM CLING REiE 3.6 DO NOT INIERRUP7 EXISTING UTILTEs SERVING FACILITIES OCCUPIED AND USED BY L` I CO
<br /> 5.9 BACKFILL L" LJ 1
<br /> EXCAVARON HAND SHOVELING AND TAMPING ALONG BOTTOM OF TANK(S) SO iHEY COVER OVER REI NFO RCE.ME:NI' SHALL CONFORM f0 ACI .318, USE HANDLING EQUIPMENT rFIE OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY TFIE CONSFRUCFION
<br /> ARE ENTIRE G SPECIAL „ i y �J 4 � ) t C J
<br /> ` E- V -NLY SUPPORTED AROUND BOTTOM. ArrE:NTIOh! �HAt..I. BE f ,4�D TO BOTT()�A AND METHODS TO INSUf?F: A OPITiNUOUS FLOW F"iZU,+J hli,(EF2 TO PLACE 0;- DEPOSIT MANAGER, AND THE. ONLY AFC'ER ACCEPTABLE TEMPORARY UTILITY SERVICE HAS F3EEt`1 ` �..d.:J
<br /> Art_ E ES p 7
<br /> QUARrF..R POINTS Fi_IpAINAFING ANY VOIDS IP! FILL. AT THESE POINTS. DOT NOT DROP SPACE, Ta\NJE� AND MECHANICALLY VIE3r,ATE FRESHLY PLACED CONCRETE: TO COMPACT PROVIDED. 0
<br /> BACKFILL FROM HIGH DISTANCE ONTO TANKS. TAMP AS REQUIRED TO ACHIEVE ACCEPTABLE THOROUGHLY AND Ei_IMINATE VOIDS. UO NOT ALI_04V FREE FAI.I_ OF CONCRE_fE TO 3,7 CONVEY WATER F2EMUVFD FROM EXCAVATIONS APlD RAIN WATER TO COLLECTING OR L €
<br /> DENSIrY• EXCEED 5 . RUN -OFF AREA, DO NOT USE DRENCH EXCAVAl10N5 FOR SITE UTILITIES AS TEMPORARYLtj l
<br /> 3. 10 BA[-LASTING: LF GROUND 'WATER IS PRESENT, 'TANKS P,iAY BE FILLED WrrH BALLAST .3.6 FINISHING CONCRETE: DRAINAGE DITCHES. r2EMOVE ALL . TRASH, OEBRIS AND FOREIGN MATERIAL FROM TRENCHES Ld �
<br /> (PRODUCT 70 BE STORED IN TANK OR WATER) TO AVOID SHIFTING MOVEMENT. IF WATER 3.6. i S[ \BS SHALT_ FSE A Tf2lJE P1ANF: SURFa\CE 'WITH TJU DEVIATION IN E:XCESS O[= 1 / r" PRIOR TO P[ACING PIPING MATERIAL.. �
<br /> t�
<br /> f5 UTILIZED, COST OF WATER AND REMOVAL SHALL BE CONTRACTOR COST. DO_ NOT WHEN FESFED WITH A 10' STRAIGHTEDGE AT :5' INTERVALS IN f30rH DIRECTIONS. SCREED 3.8 ALL PRODUCT, VAPOR RECOVERY AND VENT II-INES SHAT-1_ SI-OPE UP FROM TANKS A __j
<br /> a
<br /> INSTALL SUBMERGIBLE PUMPS IN TANKS FILLED WITIJ WATER, DO NOT BALIIJAST TANKS AND FLOAT CONCRETE FOR SLAB WITH SrRAiGHTEDGES FO BRING SURFACE TO MINIMUM OF 2" IN 8' ( i /8" /FT) WII'F1 NO SAC OR TRAPS. k_INES SHALE_ BE IN TRENCHES .0 Li F i
<br /> VE LEVEL_ OF BACKFILL. REQUIRED FINISHED I_E.VEL. WOOD FL_OA:T CONCRETE WHILE: SFIL.L GREEN TO A TRUE WrfH A MINIMUM OF (a' OF 8AC;KFII 1a rE C i SIDES,
<br /> A[3U _ ) _l. N \ _.F2ia1l_ )+ l a11.L al )_S, APlD VERfPCAI.. tom}
<br /> C ( • PTRACFOR SHALT_ BE' RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION EVEN SURFACE WITH NO COARSE: ACGRF:GATE VISIBLE:. AFTER SURFACE MOISTURE_ HAS < �, c � � � � � {
<br /> 3. 11 P}20TC . FI )Pl. GO I _ . . _ STEEL � ._ <. , - ., FINISH, FREE •.a.'3 ,�lJd�+�E,?CFD PUMP , rll_I.. PIPE, AUTO GAUGING ADAPTORS AND VAPOR RECOVERY ADAPTOR
<br /> La,i �
<br /> FOR TANK EXCa\VAfIUN FROM SURFACE WATERS WPfH DAMS, BERMS, OR OTHER MEANS DISAPPEARED, .STEEL (ROWEL SURFACL 10 A SMOOTH, EVEN FINISH, FrREE. FROM SHALT- .3E LOCATED AT TANK. OPENINGS AS SHOWN ON DRAWINGS.
<br /> PENDING COMPLETION OF INSTAI_LATIOFL EXCAVATION SHALL 13E MARKED AT ALL LIMES WITH BLEMiSHES AND TROWEL MARKS. AFTER [ROWELING, BRUSPi SURFACE OF CONCRETE _ D >S - fn z �
<br /> i Sr -1 "TION IS COMPLETE:. 'NATER SHALL NO BE ALLOWED WITH 9R1SIFLE BROOM TO RESULT IN A MEDIUM, UNIFORM, NONSLIP TEXTURED 3" I0FILL PIPE SHALL. HAVE OVERSPILL CONTAINMENT SYSTEM INSTALLED AS SHOWN ON J_ Wz
<br /> l_IGI J i ED E3 \RI?ICAO _.> JN TI _ INS AL DRAWINGS. ( )
<br /> TO ACCUMULATE IN EXCAVATION. DEWATER AS REQUIRF-_D TO MAINTAIN EXCAVATION DRY SURFACE. STROKE CROSSWISE TO LENGfil. �•
<br /> AS POSSIBLE. 3,7CUfdING: UTMOST CARE: SHAI_.L. BE TAKEN TO ACHIEVE A UNIFORM, PORTECTIVE CURE3. 11FILL PIPE SHALL HAVE SUBMERGED FILL rUE3E. FILL PIPE: AND VAPOR RECOVERY RISER
<br /> FOR ALL SLABS. _DO NOT_USE CALCIUM _CHLORIDE. CURING MCILIODS SHALL. CONFORM
<br /> SIIAIL. FSE CIJT TU THE PROPER L.E"NGrH SO rIFIAT FINISHED HUB HEIGHT WILT_. BE WITHIN
<br /> �.) �. 1 ION V CONCRETE TO ACI STANDARD 605--99 AND ACI SiANDARD 306-66. 5" ( + OR -- I' ) OF THE TOP OF THE MANHOLE. �
<br /> --_ ___-- -. _..__--- - -- ----------------._._____ ------------ -__._._-- --_- 3. 120VE-FRFILL PREVE_NFION DEVICES .*WALL_ BE INSTALLED AS SHOWN IN DRAWINGS. c
<br /> 3.8REMOVAL OF FORMS: DOT NOT REMOVE FOIRMS UNrii CONCRETE HAS ATTAINED - 0
<br /> FART 1 GENE�"RAL• SUFFICIENT `.aTRENGTH fO SUPPORT ANY SUPERIhAPO`3t=D LOADS. 3. 13REMOTE PUMP SHEAR VALVES SHALL_ BE INSTALLED ON rHE PRODUCT LINES UNDER LA-
<br /> 1 . 1 SCOPE . PHIS .>E(' TION COVERS THE ED FURNISHING Uk ALL ( WITH , M FIROPER S._f / .,EE, 1 �
<br /> Pa\ (` Ili 1l"• PATCHING SFJA .L_ OCCUR IJr�JTII_ APPROVED BY OWNER. EACH DISf'EPISEF2 AND Si.-:CIJIREU TO 1-FIE IS[1aND PUMP BOX. THESE VALVES MUST BE (-- �" c> `
<br /> EQUIPMENT AND APPLIANCES REQUIRED IN CONJUPICTION WITH OR PROPERLEY INCIDENTAL S.J T V >. P!0L G INSrALI_ED WITH THE SHEAR SF_CfIUPJ A7 1" / " � Qr
<br /> rO 1 4 BELOW THE TOP OF THE ISLAND. .?
<br /> 3. 10 TEMPERA TURF: V) 0
<br /> f0 CONCRETE 3. 14AFTER ALL PIPING IS COMPLETE AND PRIOR TO BACKFILLING, AI_I_ PIPING INCLUDING <
<br /> c, 3. 10. 1 COLD WF.AfHER: WFJf:P! MEAN DAILY TEMPERATURE OF THL: ATMOSPHERE IS LESS rm -�
<br /> PART 1 - PRODUCTS � . VENT LINES SHALL BE ISOLATE[) FROM THE TANK AND TE:SFED PER Ma\NlJ ACTIJRER',�
<br /> TIIAN 4O OI GRFES Fr,Rr_PJH _-Ir, ivlaUhiTAIN TEMP F,RATURE Or CO�ICRET[: BETWEEN 50 AND TESTING INSTFRlJCTIOPlS.
<br /> 2, 1 MATERIALS: 70 DEGREES FAf?E.NHEI'F FOR MINIMUM OF 72 HOURS. U
<br /> 2. 1 . 1 AIR ENTRAINING AGENT: ASTM C 260 -60-- r. " PROTEX" NIANUFACFURED DY 3, 151E SUBMERGED, PUMP RISERIS TO BE LENGTHENED, FETE PROPER 4" THINVALI._ RISER � T1
<br /> 5,10.2 HOT WEATHER: MAKE ARRANGEMENTS FOR INSTALLATION OF WINDBREAKS, SHADING, AS PRODUCED BY MANUFACTURER SHALL ESE: USED. g
<br /> PRUrEX INDUSTRIES OR APPROVED EQUAL_. FOG SPRAY, SPRINKLING, PONDING OR NEf COVERING IN ADVANCE. Or PLACEMENT. TAKE
<br /> t T A JD CEMENT: CONFORM TO ASTM C- 150 TYPE I; TYPE 11 WHERE WATER z � 3, 16AL_[_ VALVES AND PRODUCT HANDLING EQUIPMENT SHALL BE AS SHOWN ON EQUIPMENT
<br /> 2. 1 .2 f R ) LrP SUCH PROTECTIVE MEASURES AS QUICKLY AS ('ON('i2EFI: HAfRDFiJiPIG Af�10 rlNl�l-JiN(>
<br /> OPERATIONS Nit.l. AL.LUN. R TO LIST OF MATERIALS SUPPLIED BY OWNER.
<br /> SOLUBLE: SU[_Fa\TF:3 ARE PRESENT. + L5 f. fZLFE
<br /> AGGREGATES: CONFORM TO ASFhA G 33. ( ( f' T `'1'`' SHALL C )' r2 T T `'C ( Pl ( F 7 l V iU T '<' 3. 1 7OBSERVArm WELLS WHEN (REQUIRED SHALL BE' INSTALLED. WELLS ARE TO B(--
<br /> 2. 1 ..5 3. 11TEaTiiJG. , )NCfR_FF E> > SFaLI_ BF )R[. c- EU AT HE )i� .F2EFI ) ) HE ) / E_ Z POSIfIONED IN EXCAVATION HOLE PRIOR TO PLACING BEDDING MATERIAL AND SUPPORTED
<br /> 2, 1 .4 WATER: SHALL BE CLEAN AND POTABLE. CONSTRUCTION MANAGER. THE: OWNER SHALT._ PAY FOR ALL CONCRETE TESTING. COMPACTION e
<br /> _ TO REMAIN VERTICAL DURING BACKFILL OPERATIONS. BOTTOM OF OBSERVATION `WELL S
<br /> TESTS .HALL. BE TZEOUIRED PRIOR TU PLACENIENI` OF ANY CONCRETE ON GRADE. CONTRACT ( )
<br /> 2. 1 .5 SAND: CONFORM TO ASFIM C; 144. OWNER'S S S � c ,, <, � � SHALL. BE 12' MINIMUM BELOW THF BUfrOM OF TANK EXCAVATION PIT. TUF OF PIPE 1"O
<br /> F-ORrENGINEERING �C{RVICG., FOR COMPACTION i F:Sr NG i E F. . TE.>F..� WILL [3C PAID �
<br /> 2".1 ,6 ��FEF-L REINFORCING: CONFORM TO ASTh+t A -615, GRADE F30 (EXCEPT WHERE NOTED rERNIINATE IN 12° DIAMETER OBSERVATION BOX. SCO'F'FED SAMPLE WELL MATERIAL SHALL
<br /> OTHER WISE) YIELD STRENGTH 60,000 PSI. FOR BY OWNER.
<br /> F3F FURNISHED BY CONTRACTOR.
<br /> 2.1 .7 WELDED WIRE FABRIC: CONFORM To ASPM A- 185.. 5. 12THICKNESS: „ _ 3. li3CODES: TETE NEPA 30 1-1-AMMABL E AND COMBUSriBLE LIQUIDS CODE, LAFEST EDITION,
<br /> NG BAR SUPPORTS CHAIR SPACES ETC., SFIALL [3E COLD •.5,12, ISLA13 OVER TANK. SHALL BE 3 CONCRETE SLAB NIiH #J REINFORCING BARS AT IS BY REFERENCE MADE A PART OF THIS SPECIFICATION. SAID CODE SHALL DICTATE:
<br /> I_. 1 .8 AGCc5 �0FZIE_,y INCLUDING , 12" O.C. EACH WAY ON 2 I 2 " SADDLES. MINIMUM ACCEPTABLE' STANDARDS, CODE SHALL BE ADHERED TO UNLESS LOCAL �
<br /> DRAWN WIRE WITH HEIGHTS REQUIRED. BAER SUPPORTS FOR CONCRETE RESTING ON EARTH /
<br /> GRAVEL F = PRECAST BRIQUETTES OR INDIVIDUAL HIGH CHAIRS N0. HCP 3. 12_.21SLAND SLABS SHALL ESE 6" CONCRETE. REINFORCEMENT SHALL BE o 6 X o 6 GOVERNING AUTHURmi-'s DICrvi__ HIGHiYR OR MORE SrRINGF_N`r REQUIREMENTS 'WHICH
<br /> OR >FAV __ ,�riALL 3L. Q / /
<br /> - r � , R - S SFIALL. TAKE PRECEDENCE,
<br /> NIrFi WELUk:.D P,rirE.> ON BOlTO41 A.� MANUFACTURED BY HDIiN1ANN ,fir BERNARD, INC. WELDED WIRE MESH OR J�3'S AT 18' O.C, EACH WAY. REINFORCEMENT .HALL BE
<br /> -- 2 1 I AF30VE BOTTOM OF CONCRETE. 3. 19START-UP': PRIOR TO START-UP AND CHECK--OUT OF SYSTEM, PRODUCT LINES
<br /> ?_. 1 .9 FORMS: CLEAN, SrF2AICliT LUMBER OF hdUISTUFRE. RESISTANT PLYWOOD. KNOT 2 / - - - _
<br /> SHALL r ,
<br /> J
<br /> HOLES, DEFOfRN1ATI0NS, ETC., SHALL NOT BE ALLOWED. ;5, 13CANOf'Y F=UOFINGS: CANOPY FOOTINGS SHALL BE INSG4L[.ED BY GENERAL GASOLINE aHALI PA.�.� riYDROS'iAfIC LINE TEST". ALL SITE IMPROVEMENTS. INCLUDING PAVEMENTS �
<br /> 2. 1 . [ 0 EXPANSION JOINT FILLERS: ASPHAI_ f IMPREGNATED FIBERBOARD CONFORMING TU
<br /> CONTRACTOR A`3 PER SHOP DRAWINGS SUPPLIED BY JIMCO CANOPIES. ALL. MArERIALS AND UALTfIES, SHALL_ BE COMPLETED PRIOR TO FILLS TEST.
<br /> �� SHALL BE EQUAL TC) OF? BETTER Ti JAN SPECIFIED ELSEWHERE IN TF1(S SECTION. 3.20INSPECTIONS: PLUMBING INSPECTION SHALL BE PERFORMED BY SOUTHIAND
<br /> ASLM D-60--T, USE 1 /2 THICK OR AS INDICATED ON DRAWINGS. , � < - �, APPOINTED REPRE:SEN"fATlVE.
<br /> 2. 1 . 11 CALCIUM CHLORIDE: NOT PERMITTED" 3. 14PROTECTION OF ALL CONCRETE SURFACES: IT IS THE RESP ONSIBILT't OF THE GENERAL � -
<br /> 2.2. CONCRETE Pf?OPORTION`3: CONCT?ET"F SUPPLIER E, UN DESIGN CONCRETE IS ON SPIAL[_
<br /> CONFRACrOf? TO PROTECT ALL CONCRETE SURFACES AGAINST ANY DAMAGE WHATSOEVER, 3.21CL_EAN --IJP: CLEAN-UP ALL. DEBRIS CAUSED BY THE WORK OF THIS SF-CTION,
<br /> _ _ ,_- - INCLUDING EXCESSIVE LOADING, SHIPPING, CRACKING, STAIIJING, PAINT SPIAL"FCL"RS, ETC. KEEPING THE: PREMISES CLEAN AND NFA( AT ALL TIMES.
<br /> GUARANTEE CONCRETE STRENGTH. ALL CONCRETE, UNLESS NOTED OTHERWISE ON _ T)RAOVIPIGS' THE OWNER EXPECTS EXPOSED CONCRETE SURFACES 70 BE CI-I"A J AND OF UNIFORM COLOR �
<br /> OR REQUIRED OTHERWISE BY CODES, SHALL BE DESIGNED FOR 4,000 PSI STRENGTH AT SECTION VII EI._ECTRIC:AL WORK z
<br /> < APIU TEXTURE t\F COMPLETION OF THE PROJECT. Z1=P1�10E ANY CONCRFiE DAMAGE DURING
<br /> 2.c3 DAYS WITH PLOT LESS THAN .� i /2 BAGS OF CEMENT PER Cl.JF31C YARD OF CONGRc'i"E,:. -1 /2 _ _.___.. ._ ....-__ . . . . .. _ . . _... ._ ._ _-___ _ ._. ...... .. . .. ._, __ __.__."_._._
<br /> 4" SLUMP. AIR CON ESI"TS SHALL RANGE BEFWEEN 4V AND '1%. 3J5GRADE CONTROL: ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS PAF I �-' GENERAL � � F'•""`
<br /> THE PREMISES CLEAN AND NEAT" AT ALL TIMES. 1 . 1 SCOPE: THIS SECTION COVERS THE FURNISHING OF ALL LABOR, MATERIALS, SERVICES, '<
<br /> PART 3 -- E.XF CU i ION EOUIPME:N r ANL) APPLIANCES REQUIRED IN CONJUNCTION WITH OR PROPERLY INCIDENTAL V
<br /> 3. 1 GRADE. CONTROL: ESTABLISH AND MAINTAIN LINES AND GRADES FOR CONCRETE ITEMS SECTION VI PIPING TO THE FUFRNISHING AND INSTALLATION OF COMPLETE ELECTRICAL WORK INCLUDING: �•
<br /> ____.__- ___- _-.. _..--- -_ ____..----------- _ _-.._..___ __ "___ ,_ _-- --_- _ __ .. .. .._____ _. . ____ _ . ..___. 1 . 1 . 1ELECTRICAL SEFRViCE AND DISTRIBUTION SYSTEM, INCLUDING CONDUITS, PANELBOARD U
<br /> BY MEANS OF LINE AND GRADE 5'lt\KF.-S AND SCREEDS. _ FJD
<br /> 3.2 FORM WORK: BUILD
<br /> FORMS TU CONFORM TO SHAPE, LINES AND DIMENSIONS OF" PAP i - UL Nl�_RAL 01)TLE.7 BOXES, WIRING, SWITCHES, OUTLETS, ETC. UI
<br /> CONCREFE MEMBERS. BRACE AND SECURE TO WITHSTAND PLACING OF CONCRETE_ AND 1 . 1 SCOPE: THIS SECTION COVERS THE FURNISHING OF AI_.L. LABOR, MATERIALS, SERVICES, 1 . 1 .2CONDUIT AND WIRING SYSTEM FOR INTERCOM. C�
<br /> MAINTAIN THEiR SHAPES AND POSITIONS. MAKE: FORMS SUFFICIENrLY 11GI-il AND EQUIPMENT AND RELATED APPLIANCES REQUIRED IN CONJUNCTION WITH OR INCIDENrAL -TO „ S � _ t/)
<br /> SUBSTANTIALLY ASSEMBLED TO PREVENT BULGING OR LEAKAGE, ASSEMBLE FRONiiS IN A COMPLETE PLUMBING SYSTEM FOR A GASOLINE INSTALLATION. 1 . 1 .3rJIRING .� Y.iTEhA TO SERVE ALL F;LECfF2lC -tJ�ING DEVICES, LIGHTING FIXTIJTRES,
<br /> SUCH A MAPINE:`r? TO F'ACII fTAT'E THEIR REMOVAL 1VITFJOIJT DAMAGE TO CONCRETE'. FORMS r - r PUMPS, CONTROL EQUIPMENT, DISPENSERS, DEVICES AND OTHER CURRENT CONSUMING
<br /> SHALL BE IN OR NEAR NEW CONDITION, CLEAN, SMOOTH AND WITHOUT INDENTATIONS OR PART � PRODUCTS EQUAPNIENT.
<br /> <' POSTS IN PROPER IO(CATIONS 2" 1 PRODUCi PIPING: PRODUCT PIPING AND FIRINGS SHALL. BE ENVIROFLEX FLEXIBLE 1 . 1APOWER AND CONTROL_ WIRING WITH FINAL_ CONNECTIONS TO AI-"L EQUIPMENT. w
<br /> [SENDS. iNS fAL L SLEEVES, MANHOLES, CAPS, BOXES AND 0 > 0
<br /> AND HEIGHTS. EXPANSION JOINTS SHALL CONSIST OF FIL.I.E:R SfRIPS INSTALLED) WITH DOUBLE PIPING AS MANUFACTURED BY FOrAL CONTAiNMENT, INC. 1 . 1 ...�� < s �
<br /> ,AL.L CONDUITS, CONNECTIONS, +VIFdE AND SrUB--UUTS FOR FASCIA SIGH(S)
<br /> TOP AT ELEVATIONS OF FINISHED CONCRETE. NEATLY FINISH EDGES OF EXPOSED CONCRETE 2. 1 . IONLY TOTAL CONTAINMENT, INC. SUMP RISERS AND DISPENSERS SHALL. BE
<br /> / ('Nk-JEN SHOWN), CANOPY I_[Gk"[TS, PRICE SIGN(S) AND CANOPY MOUNTED FLOOD LIGHTS,"
<br /> UTILIZED SO AS rO PROVIDE ACCESS TO ALL PRIMARY AND SECONDARY PIPE FITTINGS.
<br /> ALONG JOINTS NJlTH A SLIGHTLY ROUNDED EDGING TOOL. 1 . 1 .6CONDlJIT.� AS MAY BT" SFiONJPI FOR ' FUTURE EQUIPMENT' ON DRAWINGS.
<br /> 3.3 REINFORCEMENT: FURNISH AND INSTALL ALL REINFORCING STEEL INDICATED ON (DRAWING 2.2 VENT PIPING: PIPING SHALL. BE 2" FIBERGLASS PIPE. VEN F LINE: RISERS SHALL BE GAL!7VEU ANIr�
<br /> <. <. <. , _ 1 . 1 "TALL TRENCHING, EXCAVATIONS AND BACKFILL. AS REQUIRED IN CONJUNCTION
<br /> METAL. REINFORCEMENT AT THL: TIME CONCRETE IS PLACED, SHALT__ BE: FREE FROM PIPE. AND EXTEND 4' ABOVF ADJACENT TRUCrURc_ OR 12'--(Y' ABOVE FINI<.�HTD GRADE`. VENT WITH ELECTRICAL WORK.
<br /> COATINGS WHICH WILL DESTROY OR REDUCE THE BOND. METAL REINFORCEMENT SHALL BE LINE RISERS SHAi_L_ NOT BE INSTALLED ON BUILDING UNLESS APPROVED IN WRITING.
<br /> 1 . 1 .81NCIDENTAk_ IFEMS NOT INDICATED ON THE DRAWINGS OR MENTIONED IN THE
<br /> STORED S0 AS TO PREVENT FREEZING FOR A MINIMUM OF 48 FiOURS PRIOR To PLACEMENT
<br /> REINFORCEMENT SHALL ESE FABRICATED AND PLACED IN ACCORDANCE WITH STANDARDS SS SPECIFICATIONS, BUT WHICH ARE REQUIRED TO PROVIDE COMPLETE ELECTRICAL sJ
<br /> ALL 2..5 �Tt\GE II fr1PUF2 RECOVER PIPING: PIPING SHALL BE FIBERGLASS (RED i"HREAD II SYSTEMS IN CONFORMANCE WITH TREQUIREMENTS OF LOCAL. CODES AND ORDINANCES
<br /> OF ACI. MEFa\L REINFORCEMENT SHALL BE: ACCURATELY PLACED AND ADEQUA'Fka_.Y SECURED N C R EQUAL_). PIPING MUST SLOPE 115' PER FOOT MINIMUM FROM DISPENSER
<br /> AMAND ) AND THE NATIONAL_ ELECTRIC CODE.
<br /> IP! POSITION, SPLICES IN ADJACENT BARS SHALL BE i�\PPE(} 36 DIAMETERS AT CORNERS) ISLAND "r0 TANK.
<br /> AND SPLICES. ADJACENT SHEETS OF WIRE: MESH SHALL BE LAPPED AT LEASE 6" AND , , - - . � • 1 .2 CODES AND REGULATIONS: COMPLY WIril LATEST REQUIREMENTS OF LOCAL UrILFrY
<br /> SECURELY WIRED, SUPPORT ALL REINFORGEMENI" WrrFJ SADDLES AS REQUIRED. 2• T BACKFii_i_., ALL. MATFRIaAl. �Ht11 1_ COMPLY WIl'H SPECIFICATIONS FOR APPROIED MATERIAL
<br /> �F_ . J `� r , � COMPANY, LOCA)_, STAT[-=, OSHA, NATIONAL ELECTRIC CODES, NATIONAL_ FIRE PR01"FCTIVE as
<br /> AND AS PER MAUFACTURER S SPECIFICATIONS.
<br /> 3.4MIXING AND TRANSPORTING CONCRETE: CONCRETE SHALL BE f2E:<AI)Y MIXED AND SHALL PART _ c.. � ASSOCUTI(ON AND LOCAL" E[.ECfFRICAI_ INSPECTiOPI ALJT410RFTY, REPORT i"0 OWNER � .
<br /> MEET REQUIREMENTS OF ASTM C-94 FOR MIXING AND DELIVERY. FURNISH DUPLICATE INS FALLALIOI ! IMMEDIATELEY ANY DISCREPANCIES BETWEEN DRAWINGS AND CODE, OR TO BE HELD
<br /> DELIVERY PICKETS OF EACH TRUCK LOAD TU OWNER'S LOCAL CONSTRUCTION OFFICE WHEN
<br /> 3. 1 ALL PRODUCT PIPING AND SPECIAL:rIES SHALL BE INSTALLED N STRICT ACCORDANCE RESPONSIBLE FOR COMPLIANCE TO THESE CODES AND REGULATIONS. PROVIDE
<br /> REQUIRED. TICKETS SHALL SPECIFY STRENGTH, SLUMP, AGGREGATE SIZES, AIR WITH THE iIANUFACFURER'S INSTRUCTIONS AND STATE AND LOCAL CODES. INSTALIATIIUPJ SUPERIOR TO CODE WHERE SO INDICATED ON DRAWINGS AND SPECIFIED
<br /> ENTRAINMENT (IF ANY) AND BRAND OF' CEMENr. NOTE AMOUNT OF WATER ADDED AT JOB. 3.2 THE DRAWINGS ARE DIAGRAMMATIC AND THE FINAL ARRANGEMENT OF THE WORK SHALL HEREIN. --
<br /> 3.5 PLACING CONCRETE: _
<br /> � SUIT FIELD CONDITIONS, THE: CHARACfFRSITICS OF THE MATERIALS USED, AND THE 1 .3PERMIfS, FEES, TAXES: ARRANGE' AND PAY FOR ALL. NECESSARY PERMITSC_TN, FEES, f'RdJ_ q;,._
<br /> 3377:10 i
<br /> CONTRACTOR I NOTIFY THE OWNER'S LOCAL CONSTRUCTION INSTRUCTIONS OF THE CONSTRUCTION MANAGER. VERIFY ALL DIMENSIONS IN THE FIELD. AND FAXES. I
<br /> 5.5. 1 OFFI EA T L THE ,UHOURSOfR SHAL_ ) NG L O ACCESS AND CLEARANCES MUST BE PROVIDED AND MAINTAINED FOR THE PROPER OPEAHON, 1 .4 PROGRESS OF WORK: SCHEDULE WORK 'KITH THAT OF OTHER TRADES AND IN RELATION awPliorEo
<br /> OFFICE O FY AL 4T HOURS BEFORE PLACING ANY CONCRETE. THE CONTRACTOR MAINTENANCE, SERVICE AND REPAIR OF THE: WORK. TO ENTIRE INSTALLATION SO TI-JAT THE ENTIRE PROJECT CAN BE COMPLETED PER `
<br /> SIfAI_i_ NOTIFY ALL TRADES AFFECTED BY CUPJCf2ETE PLACEMENT AT LF1lST 24 HOURS �.
<br /> BEFORE PLACING ANY CONCRETE iN ORDER THAT TRADES AFFECTED MY INSTALL 3..3 LOCATE:, IDENTIFY AND MARK EXi �FING UNDERGROUND UTILITIES IN THE AREA OF WORK CONSTRUCTION SCHEDULE. PATE issued:
<br /> BEFORE STARTING EARTHWORK OPERATIONS. IF UTILITIES ARE TO REMAIN IN PLACE 1 .5 CUTTING AND REPAIRING: PROVIDE ALL CUTTING, CHANNELING, PATCHING, ETC. AS
<br /> PROT CTI BLOCKING, SLEEVED, POCKETS, ETC. PROVIDE ADEQUATE MEANS OF PROTECHON DURING EARTHWORK PROCEDURES. NECESSARY FOR ELECTRICAL" WORK UNDER DIRECTION OF GENERAL CONTRACTOR. WORK C"'""� Y6"'"'� I
<br /> :3.5.2PROTECI"ION: PROTECT AL.I_. WORK OF Ul'NE:R TRADES AS REQUIRED. -'-_TT- T '
<br /> SNE
<br /> 3.4SHOULD UNCiJARfED OR INCORRECTLY CHAf?TED PIPING OR OTHER uriuTIES BE FOUND TO BE DEFECTIVE OR INCORRECTLY INSTALLED IS TO BE CORRECTED AT THE �t
<br /> 3.5.;3 WETTING: THOROUGHLY WE7 FORM. AND DAMPEN ..SAND CUSHIONS BEFORE ENCOUNTERED DURING EXCAVATION, CONSUL( THE CONSTRUCTION MANAGER IMMEDIATELY FOR DIRECTION OF THE OWNER AT NO ADDITIONAL . COST TO THE OWNER. MAKE REPAIR WORK c, l
<br /> PLACING CONCRETE. DIRECTIONS AS TO PROCEDURE. COOPEiRATE WITH TFIE OWNER AND PUBLIC AND PRIVATE TO BE DONE BY SKILLED CRAFTSMEN IN TRADES INVOLVED, BUT PAID FOR THE
<br /> UTILITY COMPANIES IN KEEPING THEIR RESPECTIVE SERVICES IN STAISFATORY CONDITION. ELECTRICAL SUBCONTRACTOR. z
<br /> 3.5 VERTICAL RISERSFfROM TANKS FOR ALL. FILL PIPES, VAPOR RECOVERY ADAPTERS AND ( ,
<br /> AUTO GAUGING ADAPTATIONS SHALL BE A 4" DIAMETER PIPE. I
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