|
____ __ _ __ ®_ _ _ 1
<br /> REF REF
<br /> L'
<br /> 151.83
<br /> EXISTING PLANTER F?!E?INC C EC NCS
<br /> _ ___._� i_�_._ __. __.. __ ._ ___._.-._ - ......-_ NE`r"J 2" F.G. DOUBLE WALL PRODUCT PIPING
<br /> - -- -
<br /> I
<br /> � s PJE`rNAND FL SINGLESINGLEWALL VAPOR RECOVERY PIPING
<br /> 4> E:XIS1ii G 2 F.G. SINGLE WALL VENT PIPING (LOCATIONS ASSUMED)
<br /> _ L (ma15TING iJE'sN
<br /> -X-- N [Xf`_FTINC)/NEiWC'ONDUIT (LOCATIONS ASSUMED)
<br /> I u
<br /> _...,_
<br /> - - Y-- - r" __ _ _�_ �, i• TETE: GENERAL, CON I RACTO[R SHALE. VERIFY EXISl1NG SITE ,ONDI110NS PRIOR TCi BID SUE?E441SSIC)N.
<br /> TRAStf ENC;L.OSURE =' - � '" 2. AE_L.. DIMENSIONS AND CCih DFHONS MUST BE. CHECKED AND VFMHED IN THE FIELD BEFORE STARTING ANY WORK,
<br /> ANY EiI��ORC f A` ' NCY SHALL BE CNIAD TO THE Alil_NT10N OF THE OW'NER'S ENGINEER FOR HIS DECISION BEFORE K
<br /> EXISTING APPROACH I PROCEEDINGING Willi THE WORK. 1
<br /> , I I
<br /> I � " 3. INSTALLATION AND TESTING OF PIPING AND SHALL BE PERFORMED BY A LICENSED TANK SERVICE PROVIDER AS REQUIRE[) IL
<br /> j
<br /> LIGHT TO REMAIN
<br /> BY THE STATE AND LOCAL. REOU RLME::NTS: CONTRACTOR SHALL PROVIDE NOTIFICATION TO THE JURISDICTIONAL_ m
<br /> �' S ACCORDING,; TO THF PERMIT REQUIREMENTS C� L
<br /> AGENCY RESPONSIBLE ONSIEIL E FOR INSPECTIONS TIDN
<br /> ? `. ALL ELECTRICAL WORK PERFORMED WITHIN CLASS I HAZARDOUS AREAS SELMA. BE SEALED PER NEC AND UFC -6
<br /> r.
<br /> REOUREMENI
<br /> 0
<br /> n �'1G 712 3�( n_ 5. THE PRODUCT PIPING LAYOUT SHOWN ON THESE. DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT 9s«
<br /> 8 1
<br /> I -
<br /> r . vl
<br /> x:
<br /> �I�� IN fENDE:D TO BE EXACT REPRESENTATION OF TF1[ PIPING LAYOUT. GENERAL. CONTRACTOR TO RELOCATE,
<br /> MODIFY AND A,DIl1SP PIPING IN` 1011AHON TO PROVIDE A SYSTEM CONSISTENT WITH -THE INTENT OF THE DESIGN.
<br /> GENERA, ll. PREPARE "A S--E3UI1_T" MANS UPON THE COMPLETION OF THE INSTALLATION.
<br /> L CONTRACTCR SHrs s,
<br /> (. ALL. UPhFcCZCuN ) PIPING SWAI BL F I3RGASS UNLESS NOTED OTHERWISE AND
<br /> SHALL BE INSTALLED PER
<br /> MANUFACTURERSSPECIFICATIONS.
<br /> /
<br /> . . _ 1. THE GENERALCONTRACTOR SHALL INSTALL ALL EQUIPMENT RQ� ,ED FOR COMPLETE INSTALLATION WHETHER
<br /> Cy
<br /> OR
<br /> NOT THE EJrUIL MEN[ I,�c PROVIDED E 3Y OWNER OR OTHERS.
<br /> ( � _-- -- _ •.�,.��� __ _ �.1�
<br /> III _ 8. GENERAE.. CONTRACTOR `)HALL CONDUCT THEIR WORK IH ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL wm�
<br /> ?- - - -
<br /> �_� 1. � ,.
<br /> 1\ AWS ANE) RECsUlATIC)N`
<br /> m
<br /> 1T� �. - r
<br /> REST ROOM
<br /> T � = -w• [a n (HANDICXF, [a - C 1� INSTAI I_ CINE. `'0,_000 GALLON AND ONE 12,000 1%000 GALLON SPLIT DOUBLE WALL FIBERGLASS TANKS WITH
<br /> III ACCESSIBLE r C._ TLS-350 <. AND PIPING MONITORING AND ALARM SYSTEM. TANKS TO BE SET MIN. 48"
<br /> _.-
<br /> -) cis WEEDER ROOT" Tl -a�+) TAN!
<br /> HEL.OIV FINISIi GRADE.. SEE l?',�GS TK2-1A & T!<<?-1B FOR ADDITIONAL.. INFORMATION. SCE: DETAIL_ #19
<br /> -�-M-��-�--�~ 4 ,FE DETAIL_ #10 ON D4NG, TK3-2 FOR TYPICAL PIPING
<br /> CAD-, I _. � ON DWG. 1 K.S 5 FOR TANK ANCHORING TNG IF RL..OUIRE D.
<br /> C�Ll ,� ARRANGEMENT AT TANKS. TANK IT67AI.I_ATION PER MANUFACTURERS INSiRUCTIONS.
<br /> --�---- -- ----�---•----�-� �� �'
<br /> NOTE: DUAL FILL PORTS ARE: TO BE IN`,IALLFD ON THE. 20,0001 GALL-ON £37 OCTANE TANi< ONLY.
<br /> CID iNS AA. ABOVE SLAB.NFORCEF[CEDFTAILEIE. SUB OVER FANNY
<br /> T_ SET MANHOLE COVERS
<br /> CANOPYABOVE � ANKS.
<br /> NEW /2 K3-5.
<br /> VE:EDEER ROOT w ("".3�� INSTALL FOUR (4) 4 DUAL. POIPJI FILLS. SEE DWC,S. iK2--1A & TK2 -1B.
<br /> ALARM MONITC� 2 - -.�
<br /> Y7IE.M J , NOTE: THE 2,)J. C;AE_LON 87 C)C;PANE TANK SHALL ITAVE DUAL Fll_L. PORTS. 0 C
<br /> K2--1B.
<br /> VAPOR RECOVERY FITTINGS. SEE D'�4'G. TK21A & T ��
<br /> INSFFlE_L.TFFOUR (4) i' DIJ�,L FAINT STAGE I G
<br /> (2) PWC IT LINE -_ NODE: E 20,000 GALLOP) 87 OCTAkE YANK SHALL. HAVE. DUAL STAGE I FITTINGS INSTALLED
<br /> C)C ..._._ --
<br /> � � LV„:MALL NEW 2 HF VARIBLE SPEED TURFIIIvES IN AI-_I_ TANKS. TURBINES SHALL_ BE EQUIP{='ED WITH 3 GPH ELECTRONIC LEA{{ DETECTORS.
<br /> GY
<br /> 23>
<br /> -r `- CONTRACTOR SHALL HELD LOCATE, INTERCEPT AND RULEE.XISTIN(� CONDUITS TO NEW TURBINE LOCATIONS 1 1- u 4 '4 F FR(7!44 EAPJE L_E3C)A.RD TO SERVE: NEW TURBINES. CHECK CIRCUIT 13REAKE_RS IN PANEL_ FOR OA) SERVICEABILITY F)
<br /> - �Z2> 2U n o PL L.L NEd NI ZE L. l ERVICf.AC LITY C R
<br /> SALES AE.EA _.II -t I .-,�_- / - -
<br /> y,a __ _. "� �1 NEW TURF-:I�JES, REPLACE E 'IF NEEDED. ALL ELECTRICAL WORK SHALL CONFORM TO THE UNIFORM ELECTRICAL CODE 1994 EDITION
<br /> 19 , i
<br /> AND TO ALL LOCA!_, REQUIREMENTS. NOTT TAT EXISTING CONDUIT LOCATIONS ARE ASSUMED,
<br /> 0
<br /> \ Y
<br /> EMERGENCY
<br /> PUMP �= = �, "° ( 6 INSTALL- 3" SINGLE WALL STAGE II VAPOR RECOVERY LINE FOR "E3AA,NCE" VAPOR RECOVERY SYSTEM.
<br /> J S{IEITGFE� SNJIiCE{ ,p in v� c v
<br /> 23) - SLOPE 1 j8' PER FOOT MINITJIUM 10 T,4,KS. SEE:. DETAILS AND SECTIONS ON DWG, TK3 .3.
<br /> (INDOOR &- OUTDO( TO BULLDING � ti c> LI �I �, -4-0
<br /> TO REMAINLECTRCAL PANEL. _LTHREE 2' DOUBLE bFLIPRODUCT L JEc ( NES
<br /> TO BE EQUIPPED WTH LIQUID LEAK MONITOR SENSOR
<br /> N PIPING SOME A,TTACIiEC) TO TANK AND WIRED FOR TURBINE SHUT DOWN. SLOPE 1/8" PER FOOT MINIMUM 1C)
<br /> -- M�
<br /> -- --�-- ..TANKS. SEE DE-TAIL_ �1 CNJ DW(.>. TK4-2 FOF2 SU!AP SL=NSCR DE=TAIL.. SEE DWG. TK4_-1 {=CR 1NIRINCd DIAGRAM.
<br /> ___ _ __ e _ �.. _ v _ �� s _ ow .. ❑ _ -; E'IPING SHALL BE INSTAL L E::C) PER MANUFACTURERS RECOMMENDATION AND IN`iTRUCIiONS.
<br /> ad
<br /> _..__ ,r_ "VEEDER_ _ LINE
<br /> _ C-_.-r-
<br /> (� 8� INSTALL V(_E.L,L.R RU01 TANK AND Ll:,f... ALARM (.;Ofv1R01. PANEL... MODEL TL� .ScO IN E3 LJILC)ING E
<br /> r. _.
<br /> SEE. DRAWING IM-1 FOR LEAK DETECTION AND GIvEEN]FE2 WRING GIAGEArI
<br /> T--_C25) EXISTING PIC ( 9 NSTALE_ NEW THREE 3 2" SINGLE: ANAL I_ FIBERGLASS VENT EINES TO TANKS. TO EXISTING VENT RISERS AT BUILDING. CONTRAC TOR TO
<br /> CON(. GNALK I; I �_a. ( )
<br /> UNIT
<br /> - ,,C ' ' " ' � MINIMUM OF 12ABOVE GRADE, �,0 INCHES ABOVE ROOF
<br /> - CONIC. RAMP VfRIF,t THAT TFiC if--RMIvlClIOP, F01N1 t.,f EXISTING TANK VENTS f0 BE A
<br /> TO BUILDING LINE AND NOT WITHIN 5 FROM ANY BUILDING OPENING OR PROPERTY UNE THAT CAN BE BUILT UPON AND IN ACCORDANCE
<br /> I_E CTFi!CAL PANEL
<br /> WITH UNIFORM FIRE CGDE REQUIREMENTS SEE DETAIL #4 ON DRA,NiNG IK3-1.
<br /> ._;AWCUT FINE(TYP) / �10 INSTALL TWO (2) ANNULAR SPACE MONITOR PROBES. SEE=. DWGS. TK2-1A & TK2-1B.
<br /> I I
<br /> _ SEF DETAIL #2 ON DWG TK4-2.
<br /> 2. °
<br /> ca
<br /> I
<br /> r _ I
<br /> ,
<br /> _v
<br /> ___.._ IN;TALL TALL. FI OAI JALvC/FX1RAClOR ASSEMBLY FOR VENT & STAGE II VAPOR RECOVERY,( �:a= �� J 1 � 1 J T- _ _.__ LE UdJG . TK2- IA 8s 1112.. 18. SEE DETAILS ON DWG. 1`10-1,
<br /> fr - ___-__ - - w�A« -v �• •_m .� 2 (_12) SEE DRAINING 1K4-2 FOR MONITORING; CONDUCT DETAIL AND SENSOR AND PROBE: MOUNTING DETAILS.
<br /> v. ..
<br /> 1 _.
<br /> L
<br /> m NOT TISEo
<br /> 2
<br /> __i- 3> J .
<br /> I I � I h( I ��I_ ( f III�__f I'`� �,� (14•) LNSTAL.L_ TWO (2) I vSF ECTION/MGNITORING 1hE I I_S A SHOWN .SEE DWG,, TK2-1 A AND TK2i B.
<br /> A ��? � �2L.) FOR IDF:NTIF:CAFICN MARFINCS AT TANK MANHOLES, SEE DETAIL_ #20 ON DWG. TK3---a.
<br /> _..
<br /> CANOPY ABOVE[ < 1�� CiD I ' C,16 INSTALL l' DIA. NACINE ,IPHON LINES BETWEEN 81 OCTANE TANK AND 89 OCTANE TANK AS SHOWN. Cd
<br /> / SEF' DETAILS #1 11 AND X18 ON DWG, TK3-2.-2.
<br /> �) n
<br /> --- 017,1 INSTALL_ STATIC GROUNDING SYSTEM AS PER DEiAIL #4 ON DWG TK4 2. CID
<br /> ,ate
<br /> 18 CONTRACTOR TO BACKFII L EXCAVATION WH FI PEAGRAVEL N 12" LIFTS. REUSE. OLD BACKFILL_
<br /> I
<br /> C IF CLEAN
<br /> a�
<br /> �19 CON TRACTOR TO INSTAL.I_ NEW t>' )" I.OPJ(.7 x 4'-0" WIDE. RAISED CONCRETE ISLANDS F01� NEW DISPENSERS. � '
<br /> Q-- CIE)SA'WCUT LINE- x
<br /> (TY )/ � C,<n;) CONTRACTOR TO PATCH E:X15FING CONCRETE DRIVE SLAB AND REINFORCING. CONTRACTOR TO INSTALL NEW TANK SLABS AND REINFORCING,
<br /> -
<br /> CONTRACTOR TO DOWEL INTO EXISTING CONCRETE DRIVE SLAB AT PIC UNITS W/ #4" x 1i3° STEEL. 1:3ARr> AT 16" Q.C.
<br /> SEE DETAIL._ #1 AND CUhvC'r2E E- SPECIFICANONS THIS SHEET.
<br /> C11 CONTRACTOR TOTOUCtJ-UP�REPAIR ANY DAMAGE'- TO CANOPY COLUMNS AS REQIIRED,ERCM TT IE NEW INSTALLATION.
<br /> EXTEND COLUMN CI_.ADDiNG -("0 NEW GRADE AS REQUIRED FROM THE REMOVAL OF FETE DI`[PENSER ISLANDS. � .�
<br /> _
<br /> CONTRACTOR TO INSTALL 5 FIVE SCHLUMBERGER CEN LIMON MODEL 33112 SINGLE HOS: PER SIDE PRODUCT _ S PENS LRS
<br /> 71
<br /> AIN
<br /> I AS SHOWN, DISPENSERS TO BE FOTED WITH BALANCE STAGE_ II BUSES AND NOZZLES, BREAKAWAY VALVES ANE)
<br /> --- -
<br /> LO
<br /> UNDER UI_IFE.NSEP. CONTAINMENT :NCL.UDI["JG PRODUCE AND VAPOR SHEAR VALVES AND MONITORING SENSORS. °
<br /> `'CE- DW'GS. TK3 -3 A,fv'D TI<3-�4 FOR TYPICAL_ INSTAI,L.A-PION DE�TAII_S.
<br /> X22,) �21� Cl1 ) C'l2� Cal
<br /> CONTRACTOR SI'ALl_ F1E1_D LOCA E, INTERCEPT AND CUT EXISTING CONDUIT ROUTED REMOVED
<br /> e .w°.
<br /> -•
<br /> cd
<br /> (zr 1 �T-a 3 DISPENSERS AT A CONVENIENT LOCATION. REMOVE. AI_L WIRING BACK TO PANTE_. CAP AND ABANDON
<br /> <_ NEW #33 ARCO/ E}4� MINI 1
<br /> r � MARKET COMBO SIGN __ _r._._�.__ ,.. �. _- ALL CONDUITS NOT BF1NG RE.USLU CHECK CIRCUIT BREAKERS IN PANEL FOR LOAD SE.RMC,EABRIiY ^�
<br /> 2. ) EXISTING PIC ��- ( _
<br /> i r. _ 10 THE. DISPENSERS REMOVE ALF BREAKERS NOT BEING REUSED. REPLACE BREAKERS IF NEEDED. / % ��
<br /> UNIT ALL ELECTRIC&_ WORK SHALL CONFORM TO THE. UNIFORM ELECTRICAL CODE 19534 EDITION AND TO AEI_ ! "'
<br /> EXISTING APPROACH i L U" ;�
<br /> "=
<br /> LIGHT
<br /> 70 REMAIN ___..__DISWLNSERS- LC)CAL REQUIREMENTS, N(7TE TFIAT E:XISEING CONDUIT LOCATIONS ARE ASSUMED. "
<br /> ICA 4 _ ONE CONDUIT `'HALL BE USED FCR NEW DISPENSER POWER AND COMMUNICATION AND ONE FOR NEW INTERCOM. ONE NEW CONDUIT
<br /> X l
<br /> 51-IAL_l_ E1 E- INSTAI_L_EU FOR UISPE N ,E_R MONITORING,
<br /> `' STAB REF
<br /> �, DISPENSER START OF B MANUFACTURERS REPRESENTATIVE CONTRACTOR TO PURGE LINES WITH 200 CATIONS PER HOSE
<br /> °"' MINIMUM. ANY" AIR POCKETS OR START UP PROBLEMS DUE TO IMPROPER INSTAI_E_ATION OR INCORRECT WIRING THAT �
<br /> �� EXISTING PLANTER � � FXBENG �• ��� DESTROYS FL.ECTRONICS WILL BE BILLED BACK TO THE CONTRACTOR.
<br /> - --
<br /> _- �� E LAN AFTER
<br /> ��
<br /> ---- _.,._ ... / c cc SEE __ g
<br /> C�2y3`� „NTRACTOR TO INSTAI..I 6 NEW ISLAND 131_JMf ER POST& SEE DETAIL_ 16 ON DWG, TK3 4.
<br /> rn,
<br /> E
<br /> E:XI STING APPROACH
<br /> EXISTING SIDE'`7JA.1..K EXISTING APPROACH CONTRACTOR C ) R PA R A 'I- N TAN AN 'IPC INSTALLATION
<br /> ,.�NIRACTO:R TQ PATCH AN(. E F L.I. ASF IAL_T AFE E_CTED BY TETE NEW K D PIE J a APJD ALL C)Tt-IER r
<br /> -r
<br /> DAMAGED ASPHALT ON SITE. SAWCUT CLEAN ALL, ADJACENT ASPHALT IN REPAIR AREAS BEFORE PATCHING. SLURRY
<br /> =- A f l ASPHALT ON SIT[-- AND REST'<:IPF PARKING SPACES.
<br /> I �
<br /> COAT E
<br /> 51 V65,
<br /> --- s 1'' EXISTING PIC. ([DAY ISLAND CASHIERS) TO REMAIN.
<br /> ok
<br /> HA14 <1Z
<br /> ONG WA
<br /> X
<br /> Compliance Notes
<br /> ----------__ OT m
<br /> GENERAL CONTRACTOR `HALL OBTAIN NECESSARY PERMIT FROM THE DIVISION OF INDUSTRIAL. SAFETY (STATE OF CALIFORNIA) -� �
<br /> -- is i ' FOR EXCAVATIONS 01 TRENCHES 5' -0" OR MORE_. IN DEPTH INTO WHICH A PERSON IS REEQUIRED TO DESCEND. 0
<br /> y �. A ►�y _--__-_-- ---___..-__-- RA CONTRACTOR `LLiAI_L PROVIDE 72 E{DOR NO1lFl(ATION TO GOVERNING AGENCY PR:OR TO ANY REQUIREDINSPECTIONS. C)
<br /> r 6 B � tofu � Piping Installation II S i Plan � -Dri _--_____ _ - -----_ ___ _-___ GENERAL , QL E
<br /> ___ _ ..
<br /> ___ ._ - __ _ _----___ ----------_- _ __--____ ---__.___.,____________ _.. _.-- c
<br /> _..._.._. ... ( C AGENCY 3 C
<br /> _-_. - _. __-- __ _-._ ___._ .__ __ Fl,NK SY..,IE.M TO BE IN_.IE.CTCD Lff >,NNLE�S ENGINEER & GOVERNING A..,CJC.f Al THREE- � SEPARATE CONSTRUCTION
<br /> 1. UNLESS �)TI+EFRVJISE NOTED ON 1r'E.SE. DRAWINGS: PHASES AS REQUIRED:
<br /> SCALE.. 1" 0' a. CONCRETE - REGULAR WEIGHT WARD ROCK CONCRETE: (1 50 LBS/CU FT) 1/
<br /> L�. CEMENT - TYPE II, SUL_FAIE RESISTANT 1. TANK AND PRIMARY PIPING HYDROSTATICALLY OR PNEUMATICALLY TESTED FOR 30 MINUTES- NCx �
<br /> c. AGGREGATES - ASTM C33, (MAXIMUM SITE 3/4 INCHES) 2. INSPECON OF ALL SECONDARY CONTAINMENT, INCLUDING TESTING, IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES.
<br /> d. 28 DAY CONCRETE STRENGETI (f'c): 3. FINAL. INSPECTION MCLU[)ING AL_L PORTIONS OF THE LEAK DETECTION SYSTEM,. "MD PLANNING A14D DESIGN SPICIA1ISIS"
<br /> c - 2,500 PSI - SLAB DESIGN BASED ON 2,000 PSI NO SPECIAL INSPECTION REQUIRED � � - 18215 72ND AVENUE SOUTH
<br /> GROVE, INTUIT-I .S/1 h' MIN. ( � )
<br /> �A
<br /> ALL. TANL, SUMPS AND L;ivGEfi LL E E_NSE.R CONiAINMt-PJT SUMPS SHALL_ HE. HYDROSTATICAL[.-Y TESTED (L_AI<E TEST WITH � c
<br /> AND `J/16" MAX. JOINT TO BE e. SLUMP -- 3"F "I" - 4" MAXIMUM AT POINT OF PLACEMENT STANDING � � _ NEW, WASHINGTON 380:.,2
<br /> ,TANDING WATER FOR A PEROD OF 24 HOURS 10 INSURE THAT THE SUMPS ARE WATERTIGHT. THE. OWNER'S (42 5) 251 -..6222
<br /> FILLED TO APPROXIMATELY 1/4'" f. SHRINKAGE 105% MAXIMUM ENGINEER MUST SIGN OF ON THIS TESTING: ON THE TANK INSTALL_AIION CHECKLST BEFGRE CONTRACTOR WILL BE:: PAID,
<br /> OR SURFACE OF PAVEMENT
<br /> b74 4" MAX. 2. CONCRETE SLAB THICKNESS SH'AL_L.. BE A MINIMUM OF� 6.0 INCHES
<br /> ' _� '� TF1ERWiSE NOTED OP�1 THESE DRAWINGS) TANK SYSTEM, LEAK DETECTORS AND !✓ONIiCIRIP�JG SYSTEM iNTE.GRTC( TESTS FORWARDED AND APPROVED BY GOVERNING 13CE# 7063
<br /> (UNLESS 0 )
<br /> � - AGENCY' PRIOR 10 TANK SY:.aTE!�I GE�IP�JC7 PLACED IN 0E'ERATION.
<br /> ____.____ _.._, 3. CONCRETE SHALL_ BE NORMAL WEIGHT KITH A MIX OF 1 ? ? WITH A MAXIMUM c
<br /> I - - PURPOSE
<br /> --
<br /> �' � T- I/� �' / � Al_L_ MATE:ERIAL.J ..,HAI_l_ L'E. COMPAlIE31_E. Wirt-i USE. FOR THE INTENDED AS �. �,� I ,
<br /> c, nc s y 11 2 GALLONS OF WATER PER SACK, c
<br /> J /� PER PvAT10NALLY RECO(;NIIED C(A)ES,
<br /> LOCAL CODES AND GOVERNING AUTHORITIES,
<br /> I I '
<br /> - ,-
<br /> "' 4. RFINFC)RCING STEEL FC)k DRIVE Sl_AEiS SHALL BE 6 ,. 6 -- 1.4 1.4 WWM ,vEl_LED WIRE:- FABRIC
<br /> _...__-___ _ ___ _._...�..._..�..__ ON #3 BARS CO 16 O.C. FAC;, WAY. `cUMP GAGE`:, SIIAL.I_ f3E. /..� RF.BAR TOP AND LO13C,M.
<br /> / 5. MAINTAIN CONCRETE IN A MOIST CONDITION FOR AT LEAST 7 DAYS AFTER PLACEMENT. _ _ ��� „a� _ � _ m , � . __ ._ -_......
<br /> EX61iNG SLAB --- GREASE.- COATED STEEL. DOWEL NEW SLAB 6, PLACE. CONCRETE DIRECTLY FROM TRUCK INTO FORMS. DO NOT PUMP CONCRETE UNLESS
<br /> W/
<br /> '
<br /> ": C .._ .I O_. C H - ._...._ -- .�- .. - --
<br /> W/ 6 X t� W1.4- X 1.4 WWF #4 BARS x 18 (OU_ED I) CN SPECIAL.. INSPECTION, IN ACCORDANCE WITH CHAPTER 3 .vE TtIE UBC, IS PROVIDED. - r ---s- - 4/6/99 7S
<br /> 1b CLNIFR�. GE20hlTE0 INTO PLACE.
<br /> I/`I,/�J E�EwVI.a[rC) `SITE.. F LP,N FC)F� Nf�W Mf (� L.I�F k..NSFF�.a
<br /> 7. SUBMIT MIX DESIGNS, WITH STRENGTH AND `:SHRINKAGE TEST RESULPS, TO OWNER'S ENGINEER 1 C � ��I, I 4/22/99
<br /> AT LEAST 7 DAYS BEFORE, PLAC INC CONCRETE,RETE, PER ARCO ;
<br /> r
<br /> 8. CONSOLIDATE CONCRETE IN PLACE USING A MECHANICAL. VIBRATOR, 45 4/22/99
<br /> r,. 9, BEFORE PLACING CONCRETE, SECURE REINFORCING STEEL, ANCHOR BOIL.TS, DOWELS, AND
<br /> Slab Construction A0
<br /> Joint .�tall OTHER !MEWS IN POSITION TO PREVENT MOVEMENT ___ _ __ _____.
<br /> __._- 10. MATERIALS Ai'JD WORKMANSHIP SHALL_ CONFORM TO A.C.I. _ 318 (SPECIFICATIONS OF THE
<br /> DESIGN AND PIACEMENT OF CONCRETE), _ TK1-1
<br /> I<If1,, 1
<br /> ------------- --------------------
<br /> + „ P A)"+ iJ�!+ n=: At.f " I?A.P;I, :;UI, i;.`'I• I 1=`.f)',":I I at IT-12 [ 1' i f3 1:.. ,1.j. :.,I i cI(, IF.� =i1^f>.
<br />
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