|
�,,,.T y,t Ct Notes
<br /> •~ II. - TESTING OF THE SECONDARY CONTAINMENT PIPING IS REQUIRED. THE SFAL.iNG "
<br /> •,.91 iV yl,it T 80OF IN THE SUMP !S TO 86 INSTALLED WITH THE VALVE TURNED DOWN. AFIE'it
<br /> p 8. - A CERTIFICATE OF APPROVAL SHALL ST FURNISHED WITH EACH PREFABRICATION ASSEMBLY
<br /> TESTING THE VALVE IS f0 BE OPENED TO ALLOW DRAINAGE OF tNE SECONDARY CERfIFYIrHG THAT THE ASSEMBLY OR STRUCTURE IN QUESTION HAS BEEN INSPECTED MEETING
<br /> 1. - .SUMP PIPING PENETRATIONS SHALT_ BE MACE USING BULK HEAD FHfINGS PIPING TO THE SUMP MONITOR. THE REQUIREMENT OF THE CODE.
<br /> ("ENVIRON'). ELECTRICAL PENETRATIONS SHALL BE MADE 5. _ ALT, PENETRATIONS OF THE SUMP f0 BE ON A UNE. TOWARD TTI€ CENTER OF THE SUMP
<br /> (I.E. NVIROPRIAtE ,0.18 IN)HiT C,OMPRESSIUr7 FI1fNUi5 WITH SEAL-OFFS. TO ENSURE THE PROPER INSTALLATION OF ALL BULKHEAD AND COMPRESSION FITTINGS AND 9. - TANK 5rAQiUTY SHALL QE CHECKED AGAINST FU)ATAfiON.
<br /> (I.E. ETNI(20N)• RESULrANr WATER TIGHTNFSS, ALL. PIPING, CONOLJIr AND GROUNDS THAs PENETRATE
<br /> 2. - THE HEIGHT OF PENETTLITIONS INTO SUMP FOR SIPHON PIPING VAJiY BETWEEN TANKS THE SUMP SIDE WAILS MUST BE SEALED IN SUMPS. SUMPS SHALL BE HYOROSfATICALLY 10. -- NOT USED
<br /> FOR ILLUSTILA HVE PURPOSES THE MIDDLE TANK HAS BEEN SHOWN IN THIS VIE,V. SEE TESTED WITH STANDING 'WATER FOR A PERIOD OF 24 HOURS PO INSURE THAT THE SUMP
<br /> IS WATERTIGHT. THE ARCO FIELD ENGINEER MUSr SIGN OFF ON THIS TESTING ON THE TANK It. - FOR ALL METHANOL COMPATIBLE STORAGE SYSTEMS, ALL READILY ACCESSIBLE COMPONENTS
<br /> DETAILS #8 At #9 ON DWG. rK3-2 FOR MIDDLE TANK SIPHON PIPING DETAILS. INSFALLITLON CHECK LIST BEFORE CONTRACTOR WILL BE PAID. 'WHICH ARE NOT METHANOL COMPATIBLE FOR THE IMMEDIATE INTENDED SERVICE SHALL BE
<br /> 3. - rANK(S) SHALL BE UNDERWRITERS LABORATORY APPROVED AS CALLED FOR ON THE 3, - THIS DIMENSION IS CRITICAL AND MUST BE ADHERED TO, CONTRACTOR WILL BE REQUIRED RETROFITTED TO THE FUELS INTO THE STORAGE SYSTEM.
<br /> SITE SPECIFIC DRAWING OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND TO REINSTALL AT OWN FXPENSE OR WILL DE BA.CKCHARGED FOR EXPENSE TO CORRECT 12. - ALT. MANHOLES ON THE TANK SLAB SHALT_ BE INSTALLED WITH A 1 -1/2- CROWN OF CONCRETE -
<br /> SHALL. BE DODULE 'WALL TANKS OF FIBERGLASS REINFORCED PLASTIC (ERP) AS INCON91STANCIES• TO PREVENT 'NATER INTRUSION INTO THE MANHOLE. SEE SECTION A ON DWG. TK3--5
<br /> MANUFACTURED BY XERXES CORPORATION, INSTALLATION OF rANKS AND PIPING 7. - SEE SHEET fK4-2 FOR LIQUID PROBE COUPLING DETAIL. PROBE TO BE MOUNfEO AT SIDE OF THE ARCO FIELD ENGINEER WILL BF. REQUIRED TO SIGN OFF ON THIS ITEM ON T14E TANK
<br /> SHALL BE IN ACCORDANCE WITH *SPECIFICATION 13800 LATEST EDITION AS PROVIDED TtV1K 'WHERE PRODUCT PENETRATION INTO SUMP IS MADE & BELOW LOWEST PENETRATION INSTALLATION CHECKLIST BEFORE CONTRACTOR WILL BE PAID. ,
<br /> DY ;V2CO PETROLEUM 'PRODUCTS COMPANY, AND MANUFACTURER'S INSTRUCTIONS, FITTING W THIN SUMP AREA.
<br /> — 18 SUMP MONITORING
<br /> t (LIQUID PROBE
<br /> TANK LEVEL GAUGE '--- INACTIVE 51PIIQN ------- 2U - TK3-1 (114
<br /> (IF INSTALLED) -� H- SLOPE AS SHOWN ON SEE NOTE #7 � ;=
<br /> DETAIL 10 ON DWG. TK3-'L Co
<br /> ri
<br /> 2I P ODUCT
<br /> a -
<br /> 4•F 4" PIPE PLUG � _ _ � � ¢ �
<br /> _ ((IF GAUGE NO �� 22
<br /> IFH41
<br /> STALLED) b- I 22 RsF RE- 1t _ - _. - ' r
<br /> TANK LEVEL ,ALICE __ -___ I51 � •
<br /> (IF INSTALLED) r �. -- 16 4'X3" VAPOR RECOVERY AOAPTF•R Y' PIPE CAP --LY - ---=1 10
<br /> & CAP IN SPILL CONTAINMENT HANG TIGHT ONLY \ - 2" PIPE LUG IN 4"%a" o •� 13 ,
<br /> z '2 I (TYPICAL 'W/INACTIVE 2d I OUBLE TAPPED BUSHING 12
<br /> tL ///---- FILL g0%. SIPHON
<br /> \ � ) TYPICAL 'N/INACTIVE SIPHON)
<br /> 2' V.R. FROM tt
<br /> .. .. ... . HEADER �� _ -- (' x. F.G_VE IT--'---
<br /> SEF. NOTES
<br /> --ALL MANHOLE ACCESS COVERS 11
<br /> -.. o TO BELOW GRADE SHALL BE #4 `°� #5 U) tU 22 SFE NOTE #1T11NG
<br /> A 4" FILL ADAPTER IB �� LIQU!D TIGHT AND LOCKABLE `�- y .w •,•,�•4�_V.., #
<br /> ----- AND CAP IN SPILL - -
<br /> CONTAINMENT FILL BOX
<br /> a, 22C 5 - `"-_ '-- NEW 2" UNION U SCR'D BLACKSTEEL
<br /> (5' ACCESS PORT - 20 - 8A
<br /> tEE 'N/ 1"GGALVRFOUGNU ---- ��Q1n ��i3W ��(_33 f 21 — — NOTE: ORDER HEM THIS IS A SPECIAL J-1
<br /> 3 M1" FVC THREADED ' .
<br /> NOP i0 SCALE: _ 18 a PIPE CAP -
<br /> 12 It7 1 2" MIN. (.R Wr - .SZ' 1.0. _
<br /> CABLE GRIP SEE NOTE #6 - �(p• / KU'M
<br /> C-N CG 29 lYP ------- / 4 •1 Z' (0 6" ( ) IYF� ALL UP NINCS -"-- - SET AT 8" MIN. 1'T. \
<br /> © 3 ( ) ( / ,f- _. --.- F E1 I - — (T!P)- — I2" MAX. A.C. PAVING
<br /> ^y ♦♦ .�...�._ . .. __r, � SEE 1
<br /> . - ♦ -f.—,_ —{, .. "—. _�. .," '}" I. Orr r. .,1 .r f.' '._ ,. .i -->.t . .)•.. t ' .fnft..�{• .f,t . •.r-'.I r9.t . .J �[' :fr :f.r...4.rF-. N_ tea.• .=r.' aT. y.' r, .F --} - .: . :r .1 .'r- -- :'r :'r J-'. .
<br /> - .f, f, f. :.. 'i, .r . e . r . s r , � : � . f. e .�(t t. ,t.!•_i. : f• (. d. r , tL f.: _.r ' =_ _. . r�C_._ _.°.._.i•_,af �a ;� �� •�e :o' • r :L '. �'e.`..�° _. '._ __...T -T._.__'_r —_..-:__-_.-_ _ •�"v —_- � i
<br /> 3" MIN. ` J
<br /> --r_ SEAL LIFE -- i 3/4" CONDUIT "-_ -- ---- SEE NOTE #t
<br /> (SEE NOTE #13) TURBINE CONTAINMENT AND FILL 51UE SUMPS . .-.-- ---
<br /> ( FURNISHED BY TANK MANE FIELD BOND TO
<br /> 3/4' CONS ----�� I 5 GA LUN SPIT L- - 23 -3" MIN' TANK COLLARS. SEE OETAJ�S #1 & #2 ON 3/4' CONDUIT \' SF- : -J-BOX :a4 3/M1" CONDUIT
<br /> LOOP TO SUMP t - _ ._ _:
<br /> \ yj t 'ONT,llNERR WITH SEE OAC. TK3-1 FOR T,URRENT STANDARDS. (SEE NOTE #13) - 1 J TO TURBINE (SEE NOTE #13)
<br /> ($FE NOTE #13) IWJNE URAIN A .. 1I
<br /> ��. . . „ - NOTE #1 - _ •- 4r'_.._ 4" % 1'T.' L BLACKSIEEL
<br /> M1" BIACF(SfEEL- v 4
<br /> !!� RuER (SEE NOTE II tt)\ ` -_SIPHON PIPING ____22 RISER W/ PIPE CAP .�
<br /> M1" GALV. RESER — I H- SEAL I - - �22' p O (SEE NOTE #14) :�' �•
<br /> PRIMED AND WRAPPED S� ' C01)UHr-1 OFF -- 23 SEE NOTE #2
<br /> TO GRADE I a( P BF GAUGING J_gpg -- "�'" - ?." VENT &_V_R: PIPING
<br /> t
<br /> ( KSI
<br /> (SEE NOTE #15) N07 INSfALI_ED ;�.,.� _
<br /> iW/ PULL STF !NG) 2 ��• � --- 2I
<br /> ( -_
<br /> (SEE NOTE #1J)L LT
<br /> I BELL FNPT
<br /> _ 1 23 _ - V S _. _ ty ADAPTER
<br /> SUMP MONITOR
<br /> 18 -'-- 1,. _ I i 25
<br /> �LIQUID PROBE)
<br /> EE NOTE #7 BALL FLOAT VALVE r -SIPHON PIPING SEE NOTE #11
<br /> BEHIND
<br /> BEHIND IN THIS VIEW
<br /> all
<br /> PEA GRAVEL/ 1,34CRUSHED ROCKW
<br /> M PER PECK
<br /> (rypE) SPECS. \\ \ Q
<br /> SEE- NOTE
<br /> #3
<br /> 11 2 III 4 5 6 7 8 9 10 11 12 i I I i 15 16 17 18 19 20
<br /> Til I I I I II III ;
<br /> ------ rid. ___ __ __ -- I _---- - - -� F- _ _ -- - - -- - - _ _ _ - - -I. i I I _ _ _ _ _ -- - - --•- - _ - - -{}-� -- --- T�
<br /> I II i Ii U
<br /> I
<br /> \\� TANK LEAK 19DETECTOR
<br /> \ \\ / 450 ---1/4" STEEL PROTECTION
<br /> PU7E-TYPO ALL 2" BLACK STEEL / t
<br /> OPENINGS ON �.�
<br /> SIPHON PIPE
<br /> FIBERGLASS TANK
<br /> (BY TANK MANF.)
<br /> 1
<br /> r
<br /> V
<br /> TANK SHALL BE SET DEAD LEVEL - ,
<br /> PEA. .,RAVEL H
<br /> • r. • . SEE NINE #6 - _-. - .,. „ CSHED /
<br /> ..' UR 51.UPEI) tt" MAX TO ANNULAR SPACE PROBE _ ROCK-QED rr} IU 1�F.hl SFtuF}-T-i AN
<br /> 2' -T MAIN. TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER _ - _ _ END OF TANK ------ 2'-0" MIN (N T.S..) maa er reloo 6afe
<br /> N.T.S. EXCAVATION ONLY �] / a/ ^1
<br /> EXCAVATION V/ �C79
<br /> ONLY
<br /> NO. DATE.. REViS10NBPROJECT REL,F:A60 Prq OXA. (Yawn by 5HK
<br /> Few
<br /> -----•--- pro�art /�9cWy- --
<br /> 80
<br /> Under ground Tank Section _
<br /> A ------ ------ -- ------ ---
<br /> NOT r0 SCALE: fi�t-T [�Y ARCHITECTURE • ENGINEERING + ENVIRONMENTAL SERVICES
<br /> SEE NOTE #3 950 NONE AVE. 91E. 504 SACRAME.NTQ CA 5!i&S (1319) 944-4003 A3-BtAl.i g I ry ,,,
<br /> - u1
<br /> 010" IM JOHN W. AHNSON, A201ITEOT JAMES N, RAY, bNL ENGINEER -
<br /> Fila: 2012-172
<br />
|