|
4. PIPING TESTING: TESTING OF LINE SF�CONDARY CONTAINMENT PIPING IS [REQUIRED. THE SEAL!NC
<br /> Sheet Notes BOOT IN THE SUMP IS 1-0 BE INSTALLED WITH THE VALVE TURNED DOWN. AFTER 8 PREFABRICATE[) ASSEMBLIES: A CERTIFICATE OF APPROVAL SHALL BE FURNI'SHED WITH EACH 13. U.C. CONDUIT: AT--[.- U.C. CONDUIT TO TANKS SHALL BE RIGID STEEL GALVANIZED (RSG)
<br /> TESTING, THE VALVE IS TO BE OPENED TO ALLOW DRAINAGE Or" THE SECONDARY SCHEDULE 40, PVC CONDUIT MAY BE SUBSTITUTED FOR RIGID GALVANTZE[_) _'XC
<br /> 1 , SUMP PIPING PENETRATIONS: PIPING TO THE SUMP MONIFOR PROBE, PREFABRICATION ASSEMBLY, CERTIFYING THAT THE ASSEMBLY OR STRUCTURE IN QUESTION HAS I—() ANY LOCATION. PVC CONDUIT MINIMUM BURY DEPTH IS 24" PER CODE. I EPI FINAL 24"
<br /> SUMP PIPING PENETRATIONS SHALL. BE MADE USING BULK HEAD FITTINGS 5� PIPING PENETRATIONS: ALL PENETRATIONS OF THE SUMP TO BE ON A LIHE TOWARD THE CENTER BEEF) F�SPECFED MEETING THE REQUIRE"MEN'T OF THE CODE�
<br /> ("ENVIROLI"). ELEC1"RICAL PENETRATIONS SHALL BE MADE TANK STABILITY: TANK STABILITY SHALL BE C�-TECKED AGAINST FLOATATION, 14. RISER GROUNDING: RISER GROUNDING: ALI-. RISERS IN THE FILL SUMP AND THE ANNULAR
<br /> WITH APPROPRIATE WATER IIC',ILT COMPRESSION FITTINGS WI-11-1 SEAL----OFF'S. OF THE SUMP TO ENSU IRE THE PROPER INSIALL-ATION O_rF ALL BULKHEAD AND COMPRESSION FITTINGS 9. -_ - S R ACE RISER SHALL BE GROUNDED AND BONDED PER DETAIL #4 ON DWG. TK42,
<br /> (I.E. ENVIRON). AND RESULTANT WATER TIGHTNESS. ALL.. PIPING, CONDUIT AND GROUNDS FFIAT PENEIRATE 10. DROP TUBE CRITICAL DIMENSION: THIS DIMENSION IS CRITICAL AND MIJST BE ADHERED TO. 15� ANNULAR SPACE LOCATION: FOR A 20,000 GALLON 10' DIAMETER TANK,
<br /> THE SUMP SIDE WALI_ S MUST BE SEALED IN SUMPS, SUMPS Sl--IAL,[-. BE HYDROSTATICALLY CONIRACTOR WILL BE REQUIRE[) TO REINSTALL AT OWN EXPENSE OR WILL BE BACK CHARGED SPACE RISER IS LOCATED ON JH1 FILL SIDE AS SHOWN, THE ANNULAR
<br /> 2 SIPHON PIPING: JESTED WI-1-1-1 SFANDILIG WATER FOR A PERIOD OF 24 HOURS TO INS(JRE -THAT THE SUI`,/11PS FOR EXPENSE TO CORRECT INCONSISTENCIES,
<br /> THE HEIGHT OF PENETTRATIONS INTO SUMP FOR SIPHON PIPIN(2 VARY BETWEEN TANKS, ARE WATERTIGHT, THE OWNER'S ENG111EER MUST SIGN OFF ON THIS TESTING ON THE TANK METHANOL COMPATIBILITY: FOR AILL MET1--LANOI__ COMPATIB[
<br /> SEE DETAILS //6, 117 ez #8 ON DWG, l-K,-3-2 FOR TANK SIPHON PIPING DETAILS, INSTALLATION CL-ECK LIST BEFORE CONPRACTOR WILA.- BE PAID. _F STORAGE SYSTEMS, ALL READILY
<br /> ACCESSIBLE COMPONENTS WHICH ARE NOT METHANOL COMPATIBLE FOR THE IMMEDIATE 16. TOP OF TANK ELEVATION: 1-0 CALCULATE TOP OF TANK E L.-EVA7 10 N START WITH 18" MINIMUM
<br /> 6, FILL. AND VAPOR CAP HEIGHT TO GRADE: TI IIS DIMENSION IS CRITICAL AND MUST BE ADHERED TO, INTENDED SERVICE SHALL BE RETROFITTED INTO _P'IE STORAGE SYSTEM,
<br /> 3. TANK(S)� SHALL 13E UNDERWRITERS LABORATORY APPROVED AS CAL-LED FOR ON THE CONTRACTOR WILL, BE REQUIRFD 1-0 REINSTALL AT OWN EXPENSE OIR WILL BE BACK CHARGED FOR L DEPTH OF VAPOR RECOVERY LINE AT -THE FARTHEST DISPENSER AND SLOPE, I
<br /> SITE SPECIFIC DRAWING OR AS DESIGNATED ON THE SUPPLEMENTAL CONDITIONS AND /4 PER FOOT
<br /> MAXIMUM -TO 1/16" PER FOOT MINIMUM. ADD 12" AT THE -ANK. ADD 13' (FOR 3" PIPE)
<br /> _ANKS OF FIBERGLASS REINFORCED TIC (FRP) AS OR 8" (FOR 2") FOR A CHANGE IN PIPING DIRECTION OTHER THAN 90- OR 45', SET TANKS 6"
<br /> EYFENSE 1-0 CORRECT' INC'ONF[STENCIES. I
<br /> SHALL BE DOI,JBLE WALL I PLAS ........... I �/ 12. MANHOLE CROWNS: ALI_ MANHOLE OPENINGS ON THE TANK SLAB SHALL BE INSTALLED WITH DEEPER THAN CALCULAIED AS R
<br /> MANUFACTURED BY XERXES CORPORATION, INSTALLATION OF FANKS AND PIPING -7 TURBINE SUMP SENSOR: ,,""�`.)'E E SHEET TK4 A 1 ---1/2" GROWN OF CONCRETE FO PREVENT WATER INTRUSION INTO F1-E MANHOLE. IN NO EVENT
<br /> -2, DETAIL '#1 FOR LIQUID SENSOR DETAILS. SENSORTO r- RECAUTION. SHALL THE TANK 13E BURIED LESS
<br /> 13Y ARCO PETROI._,ELJM PRO[)UCTS COMPANY, AND F -TANK WHERE PRODUCT PENETRATION INTO SUMP IS MADE AND BELOW UIRED TO SIGN IHAH 4'-0" BELOW FINISHED GRADE OR DEEPER THAN 7'--0" BELOW FINISHED GRADE.' SEE
<br /> SHALL BE IN ACCORDANCE WITH SPECIFICATION 13800 LAI-EST' EDITION AS PRO\;I[)ED( BE MOUNTED AT SIDE "I SEE SECTION A ON DWG. TK3--5. THE OWNER'S ENGINEER WILL BE REG >%
<br /> MANUFACT(JRER'S INSTRUCTIONS. LOWEST PEHETRATIOH F)ItTJING WITHIN SUMP-ARE.A.""' OFF ON THIS ITEM ON THE -TANI< INSTALLATION CHECKLIST BEFORE CONTRACTOR WL L BE PAID, MANUFACTURERS INSTALLATION RECOMMENDATIONS. ANY VARIATIONS IN SLOPE FROM -1/4" 0) (D 0
<br /> ------- ................. ........ PER FOOL SHAIL-L BE REPORTED 70 OWNER'S ENGINEER.
<br /> ------- ............. Ctj E I. C0
<br /> 0 LO
<br /> 2 ALLON U I EA ED 87 CT E 0
<br /> CL (D
<br /> -1 NK [_EV__l GAUGE
<br /> (I INSTAL LIFT)) PROD CI
<br /> 42 8 ' 8 01 0
<br /> B 0
<br /> - t-J[-KT-IEAI' 0 C
<br /> (0
<br /> (2 TTING Q_
<br /> TK3-I EE NOT' 4'± W
<br /> >
<br /> __J
<br /> (n C-)v) 16 112
<br /> C_.)6; 0 (D
<br /> - UMP M III I ORING
<br /> -,OF
<br /> QUID S
<br /> F ff
<br /> AJ CY
<br /> 4"X3" \'\I-OR REC' V RY ADAP11 R EE NOFT 17 C C
<br /> GAL III, SPIR TAINMT,L_ 2" F-.';. VEN- CO
<br /> Z!
<br /> 0 C K -4-0 0
<br /> JJ,
<br /> FILL B-)X.
<br /> LIJ 0
<br /> 0)
<br /> 4v U!
<br /> PIPE PL._JC 0 0
<br /> I,J
<br /> N
<br /> (IF GAUGE 1C
<br /> 3TALLED)
<br /> z!
<br /> CO
<br /> E
<br /> v):
<br /> TO TUR W F_
<br /> CIO
<br /> ------12
<br /> SIPI DI CHECK V, _VE
<br /> (D
<br /> G
<br /> 3/8 D. COP (0
<br /> I UB
<br /> TANK I A -1 CA(-C, (D
<br /> S
<br /> A I-ED)
<br /> (IF IN,
<br /> 0
<br /> 'T"
<br /> U0
<br /> 0
<br /> -iOl E ACCES , TOVERS
<br /> ALL MANI
<br /> I.K�JID TIGHI ND LC L� ABLE (z(.,R'D BLA-'K STEEL
<br /> AND C
<br /> _ _S
<br /> N', �Nl_ Ell I E Q)X SEE I I ) -_
<br /> �Ew 2" ON
<br /> C BELOW ( F DE S1 L I BE
<br /> 4" FILI_ A)APTER
<br /> CONTAI SPILA (0
<br /> TTR -INE CO� A �MENT Al ) FILL T'I[I_ 0
<br /> S I Is �F_U RI,! ETIED B"I IANK MAI\ F. , 2" V.F R 0 T4- <
<br /> D/ TAN K J C I LA R S,
<br /> 0 R-_J A- - _/ M
<br /> ACCES , i& 22 1--IEADEI'
<br /> FILL-1 B ND
<br /> A SI-E DETAILS CUR -1- T STANFAR ) B
<br /> ............... ......... .............. cfi
<br /> IK2-IA ...... TK3-1 B JIL-KHEAC A
<br /> (21D 11T T I N G TK2-1A Cd <
<br /> 201 E HO I-E 0
<br /> i TANE
<br /> /\CTIVE S I DN TO 00 GAL 87 GO
<br /> )LOPE A" __'HOWN CLF Cd
<br /> DETAIL #10 ON DWC , <_�-2
<br /> l(OTHER 114TTIVE FUly
<br /> I'-�IPHON Pll_�!G NOT
<br /> C:
<br /> SEE NOTE #6 Plan View
<br /> 4-- 1/2" To 6"
<br /> 18" 3 6 HOT T-0 SCALE: E
<br /> YP.) / 32" I.D. PVC THREADED
<br /> SUIP T'YP\,, DUAL FILL) SET AT -
<br /> < (SEE NOTE #15)
<br /> (2) 1/2" CABI E GRIP 15 18" PIPE CAP
<br /> (TY P. T U R B N E
<br /> SEALS PLIED 6 M I N, J/
<br /> (TYP.) MIN. CROW
<br /> 0
<br /> 12" MAX,
<br /> W/ SENSOR T'f/P. ALL 0PE(\,jIf
<br /> ----A.C. PAVING
<br /> J 4 4 4-E NOTE #12
<br /> 7
<br /> 4 4
<br /> z Ir W
<br /> 4 4 4 41 , wx�
<br /> 4
<br /> 4,
<br /> 4 4 4 *4
<br /> X
<br /> ------- ---
<br /> MIN.
<br /> 11 0 0 �4
<br /> 0
<br /> PEA --CRAVEL
<br /> 3" PEA--GRAVEL MIN,
<br /> SEAL 0 F F
<br /> /4" COND- ---------------- 3/8" O.D, COPPER
<br /> TUBING TO TURBINE
<br /> -0 SUMP SPI[ ............
<br /> ----,3/4 CONDUIT
<br /> LOOP I
<br /> LLON _I ION
<br /> SIPL CHECK VALVE
<br /> (S E E NOTE #13) 3/4 CONDUIT - AINER WITH OTE #13)
<br /> NE DR'AIN
<br /> E
<br /> E N
<br /> X -&__
<br /> LJ
<br /> -------- RISER (SEE NOTE #14) #4 #5 0
<br /> SEE NOTES 2
<br /> SEE NOTE #2 -J!, S (SEE
<br /> (SEE NO f E #13 4 BLACK STEEL E 3" PVC PIPE OPEN
<br /> 4" F31-ACK I :_� -, J BOTTOM
<br /> RISER PRIMED AND -ONDUIT SIPHON PIPING
<br /> U_ 3�4" C SUMP MONITORING X", C(J
<br /> WRAPPED -1-0 GRADE t OP BE `WEEN 23 21 0)
<br /> z TANKS IF" GAI N I..-IQIJID SENSOR
<br /> (SEE NOTE j/15) ICING 2" VENF V.R.
<br /> NOT INSFAD-ED' G (SEE NOTE #7) I,IJ
<br /> �W/ PULL STRING) Cd
<br /> 0 x 12" 1 BLACK STEEL ............
<br /> J
<br /> [RISER W/ PIPE CAP
<br /> SEE NOTE #13) 0
<br /> 0 2 BELL X MALE D2
<br /> ADAPTER (FYP.)
<br /> >!
<br /> _X
<br /> L Ld 14 Mama."
<br /> (D N-ii
<br /> 00 . ..... I
<br /> cd 0
<br /> TORIN(G
<br /> SUMP M N I
<br /> LIQUID SENSOR ACTIVE SIPH Cd
<br /> 12 MAX,�,
<br /> ON
<br /> IE #7) SEE NOTE #2
<br /> (SEE NO .......
<br /> t
<br /> 3 C "IJ
<br /> SET AT 9 5 U. Cd
<br /> Cd
<br /> 10
<br /> JO TURBINE cd
<br /> BAC K I-I LL Cn
<br /> PEA GRAVEL
<br /> CRUSHED R
<br /> < Cd 0
<br /> AS PER TAN OTC Q -se
<br /> MANF, SPECS.
<br /> \\ ", CJJ C 0)
<br /> SEE NOIF #3
<br /> C OJ
<br /> C) cd
<br /> INDICATES ANCHOR < �
<br /> - I I'd h- W (d __
<br /> 6,11 S TRAP LOCATION /D I I I \----- EXTRACTOR FITTING & -:,D :E () (fJ 0
<br /> 3 D 6 <1 �a
<br /> (WHEN REQUIRED) 10 13 1A 15 16 11 1 C BALI L FLOAT VALVE 0
<br /> �<_. I �/ 1.1 �3 1 0 - ()
<br /> M SET Al- 98Y. 0 C: al .2
<br /> C
<br /> W 0 0 -50
<br /> 0 dil
<br /> cc co �2 0
<br /> ch
<br /> rh IIJ 0 0
<br /> < x 0
<br /> 4-0
<br /> (0
<br /> LJJ W N_ CO C\J IL
<br /> HI
<br /> <
<br /> TALIK LEAK H
<br /> DETECTOR
<br /> �N
<br /> SENSOR
<br /> LIJ
<br /> 0 45'
<br /> ET_' 1 _?"x12"X1/4" SFEEL.
<br /> STRIKER PLATE---TYIP. ALL
<br /> OPENINGS ON 2" BLACK STEEL-----------------
<br /> 0
<br /> FIBERGLASS FANK
<br /> zzz�� ", / I
<br /> ION
<br /> % SIPI PIPE
<br /> (S
<br /> (BY TANK MANF..) <
<br /> Ck.) '112
<br /> N,
<br /> NG
<br /> kAl "I.-AND PLANNING AND DESIGN SPECIAUSTS"
<br /> V
<br /> F -TH
<br /> IDEA GRAVE 18215 72ND AVENUE SOU
<br /> TRAPPER SCREEN (T)/P.)
<br /> CRUSHED lk� KENT, WASHNGFON 98032
<br /> (4 25) 25 1 -6222
<br /> ROCK BED
<br /> Q C,� REM 11�
<br /> 2' -0" MIN, TANI< SIZE VARIES WITH VANUFACTURER AND MODEL NUMBER 77-77 BCE* 7063
<br /> 2'-0 �il I N,1'.S. .......... ..........
<br /> TION master release date
<br /> n_ N._F�S� ENID OF TANK
<br /> < EXCAVA �Tr � ""
<br /> CK ONLY E X CAVAT 10 N 0 N LY
<br /> CD NO� ARCO PRODUCTS COMPANY MASTER REVISIONS
<br /> < NO, DATE
<br /> THIS DESIGN ARRANGEMENT IS TYPICAL FOR PROJECT RELEASE proj, exe. drawn by
<br /> DOUBLE WALL FIBERGI ASS --------
<br /> TANK& SEE SITE PIPING PLAN AND MATERIALS LIST ON DRAWING ISSUED FOR 4/6/99 SHK
<br /> FK-1-3 FOR ACTUAL MANUFACTURER CHOSEN FOR ITILS PROJECT 4/22/99
<br /> PLAN CHECI( --------
<br /> Cf) project / facility
<br /> (11-1 > -
<br /> < BID
<br /> LIJ Underground Tank Section RELEASE 4/22/99
<br /> A ------ 4932
<br /> J7,
<br /> _" "L)
<br /> T P
<br /> I� N
<br /> B
<br /> A
<br /> B
<br /> A
<br /> [0'
<br /> E
<br /> 0
<br /> I OWN)
<br /> _U
<br /> -a- 3 4-
<br /> _E�
<br /> �3 ---------...............
<br /> IZ �1_1. NOT 10 SCALE: CONST, sheet / file
<br /> LIJ SEE NOTE #3 RELEASE
<br /> AS-BUILT TK2--1A
<br /> ofL v C] , I
<br />
|