|
R PING TESTING: TESTING OF THE SECONDARY CONTAINMENT PIPING IS REQUIRED. THE-- SEALING
<br /> Sheet Notes BOOT IN -THE S�JMJD IS TO F3E INSTALLED WITH TI--E VALVE TURNED DOWN, AF-1 ER 8. PREFABRICAFED ASSEMBLIES: A CERTIFICATE OF APPROVAL SHALL BE FURNISHED WITH EACH '13. U.G. CONDUIT� ALI.- U.G. CONDUIT -1-0 TANKS SHALL BE RIGID STEEL GALVANIZED (RSG)
<br /> IESJING 11--iE VALVE IS TO BE OPENED TO ALLOW DRAINAGE OF THE SECONDARY SCHEDULE 40, PVC CONI3UIT MAY BE SUBSTITUTED FOR RIGID GALVANIZED EXCEPT FINAL 24"
<br /> I . -- SUMP PIPING PENE71'RATIONS: PIPING -1-0 TI--IE SUMP MONITOR PROBE, PREFABRICATION ASSEMBILY, CER-I'll"ONG THAT THE ASSEMBLY OR S_TRILJCTURE IN QUESTION HAS 1-0 ANY LOCATION, PVC CONDUIT MINIMUM BURY DEF,)TH IS 24" PER CODE.
<br /> SUMP PIPING PENETRATIONS SHALL BE MADE (JSINIG BULK HEAD FITTINGS 5, PIPING PENETRATIONS: ALL PENETRATIONS OF -THE SUMP -TO BE ON A LINE -TOWARD THE CENTER BEEN INSPECTED MEETING -1-1-IE REQUIREMELTT OF TT-E CODE, 14.
<br /> ("ENVIRON"). ELECTRICAL PENEIRAIIOHS SHALL BE MADE TANK STABILITY� TANK STABILITY SHALL BE CHECKED AGAINST FLOATATIOL). RISER GROUNDING: RISER GROUNDING: ALI.- RISERS IN THE FILL SUMP AND THE ANNULAR
<br /> I-L OF THE SUVP TO ENSURE IHE PROPER INSTALLATION OF ALL BULKHEAD AND COMPRESSION FITTINGS
<br /> WI -i APPROPRIATE WATER �IGHT C(DMPRESSION FITTINGS WITH SEAL.---OFFS, SPACE RISER SHALL BE GROUNDED AND BONDED P IER DETAIL #4 ON DWC, TK4--2.
<br /> (ILE, ENVIRON). AND RESULTANT WATER TIGHTNESS. AL.L. PIPING, CONDUIT AND GROUNDS 'THAT PENETRATE 10� - DROP TUBE CRITICAL DIMENSiON: THIS DIME*NQION IS CRITICAL AND MUST Bl- ADHERED -1-0, 15, ANNULAR SPACE LOCATION: FOR A '12,000110,000 GALLON '10' DIAMETER SPLIT TANK, THE
<br /> FT-11- SUMP SIDE WALLS MUST BE SEAT ED IN SUMPS, SUMPS SHALL BE I-I'(DROSTATICALLY CONTRACTOR WILL BE REQUIRED -10 RF_.1NS_r.A1`L AT OWN EXPENSE OR WILL BE BACK CHARGED ANNULAR SPACE RISER IS LOCATED ON THE TURBINE SIDE OF TFE '12,000 CALLON COMPARTMENT
<br /> 2. SIPHON PIPING: TESTED WITI--i STANDING WATER FOR A PERIOD OF 24 HOURS TO INSURE THAT FHE SUMPS FOR EXPENSE TO CORRECT- INCONSISTENCIES, AS SHOWN,
<br /> IHE HEIGHT OF' P ENE""FRArIONS INTO SUMP FOR SIPI-ION PIPING VARY BETWEEN TANKS. ARE WATERTIGHT, TIHE OWNER'S ENGINEER MUST SIGN OFF ON THIS TESTING ON THE TANK 1 1 , METHANOL COMPATIBILITY: FOR ALL METHAENOL. COMPATIBLE STORAGE SYSTEMS, ALL READILY
<br /> SEE DETAILS #6, #7 & #8 OH DWG. FK32 FOR TANI< SIPHON PIPING DETAILS, INSTALLATION CHECK LIST BEFORE CONTRACTOR WIL-L BE PAID. ACCESSIBLE COMPONENTS WHICH ARE NOI MEIHANOL COMPATIBLE FOR THE IMMEDIATE 16, -Top OF TANK ELEVATION: TO CALCULATE JOP OF -TANI< ELEVATION. START WITH 18" MINIMUM
<br /> 3, TANK(S): SHALL BE UNDERWRITERS LABORATORY APPROVED AS CALL_F___D FOR ON THE 6, F-ILL AND VAPOR CAP HEIGHT 'TO GRADE: THIS DIMENSION IS CRITICAL AND MUST BE ADHERED 1-0, INTENDED SERVICE SHALL BE RETROFITIED INTO TI--IE STORAGE SYSTEM. DEF-)FI1 OF VAPOR RECOVERY LINE AT' THE FARTHEST DISPENSER AND SLOPE 1/4" [D
<br /> CONTRACTOR WILL BE REQUIRED TO REINSTALL, AT OWN EXPENSE OR WILL BE BACK CHARGED FOR ER FOOT
<br /> SITE SIP ECIFIC DRAWING OR AS DESIGNATED OF) -THE SUPPILEMENJAL CONDITIONS AND EXPENSE TO CORPECI ITICONSISTENCIES", MAXIMUM 1-0 1/16" PER FOOT MINIMUM. ADD 12" AT Tl--i[- -TANI<, ADD 13" (FOR 3" PIPE)
<br /> SHALL BE DOLJBLE WALJ__ -TANKS OF FIBERGLASS REINFORCED PLASI-IC (FRI--') AS 12, MANHOLE CROWNS: AT--[.. MANHOLE OPENINGS ON THE TANK SLAB STIAL1 BE INSTALLED W11-1-1 OR 8" (FOR 2") FOR A CHANGE IN F)IPING DIRECTION OTHER THAN 90* OR 45*, SET TANKS 6"
<br /> (T F K 4---2 ,DE_TAL_ #1 FOR LIQUID SENSOR DETAILS. SENSOR -TO A 1 - 112" CROWN OF CONCRETE TO PREVENT WATER INTRUSION INTO I)EEF'ER TF-AN CALCULATED AS PRECAUTION. IN NO EVENT SHALL THE TANK BE BURIED LESS
<br /> MANUFACTURED BY XERXES CORPORATION, INSTALLATION OF -TANKS AND PIPING 7 TURBINE SUMP SENSOR: SEE SHE THE MANHOLE.
<br /> SHALI BE IN ACCORDANCE WITH SPECIFICATION '13800 LATEST EDITION AS PROVIDE[) BE MOUNTED AT SIDE OF TANK PENETRATION INTO SUMP I'S MADE AND BELOW SEE SECTION A ON DWG, 11<3 5. THE OWNER'S ENGINEER WILL.. BE REQUIRED TO SIGN THAN 4'--0" BELOW FINISHED GRADE OR DEEPER -THAI\] 7'---0" BELOW FINISHED GRADE. SEE >11
<br /> BY ARCO PETROLEUM PRODUCTS COMPANY, AIND MANUFACTURER'S INSTRUC-11ON'S. LOWE-ST PENETRATION FITTING WITHIN SUIV15"'AREA, OFF ON 1-1-11S ITEM 01\1 THE TANK INSTALA-ATION CHECKLIST BEFORE CONTRACTOR WILL BE PAID. MANUFACFURERS INSTALLATION RECOMMENDATIONS, ANY VARIATIONS IN SLOPE FROM 1/4" r: 0) 0) 0
<br /> PER FOOT SHALL BE REIPO Cd >
<br /> ....... RTED TO OWNER'S ENGINEER, C .
<br /> CrJ........ -------- CO
<br /> moo
<br /> AL .0 P MIL U I EA IED 92 0CT)N E 1 00 ALI N - - Ml RA 0 TA (D I
<br /> TANI< LE E_ GAUGE 0 Z.
<br /> B IF INST/ -1, _D) z;= a 0
<br /> z
<br /> 1 PRODIT
<br /> PROD(_T 8, 8 E 0
<br /> IK3- 1 T "2. 0 0
<br /> TALI, _EVEL '9,
<br /> D-1 - - W
<br /> 16 \6F N� TALLED) 8"
<br /> 1 '1121(
<br /> JIM P 1`,�0 110 R I N G
<br /> 0 > L_, C 16 12 SUMP NfflNITORING J
<br /> 7F _)IJID SE"ISMIR n- OV V) 1_LJ L� 01
<br /> R LT,
<br /> C Ol> L, F I IQUIF NSOR
<br /> NOI E C)
<br /> 2 VEN*� PIPE P1 __j -/SEE 1 #7
<br /> EE NO ITF_ I� GAUGE F > LIJ
<br /> c,_ 2" TQ VEN�_
<br /> 8" � �C _SS [-'OR-- �I TALLED) ch'. 1) SEE 0 aj (1)
<br /> 4 AND � L.�:I LLJ
<br /> #4 Al D #5
<br /> V) C: 0
<br /> _41K L.EVEI CA 2- Ld
<br /> I� INSTAL[.- E VN
<br /> 0
<br /> 0
<br /> B LA( < STEEL
<br /> (2L'l C 'D B LAC
<br /> 2" J1 �N N `J-_W 2 L 11 N 0 0
<br /> (D� 4 I I-[- ADAPI E
<br /> Ai D CAP IN LIL
<br /> L L BOX 4
<br /> ix
<br /> -1 'F ) <
<br /> (2_
<br /> T
<br /> C N AINMEN
<br /> (0
<br /> 4
<br /> 0
<br /> 0
<br /> Y�
<br /> 8A
<br /> &
<br /> v"
<br /> P1 L MANHOLE ',CCESS 0 ERS
<br /> _11 13ELOW GRATE SLIAL' Vff
<br /> 11 �UID TIGHT AL C\1
<br /> ID LOOK BLE
<br /> D
<br /> NE /V 2" U N I C
<br /> 2 V.R F '0 Y SCF 0 BLACK -7
<br /> N1 N 2" L.JNIO
<br /> A 'Ie 0
<br /> 2" V.R. F OM
<br /> HEADEF S
<br /> rK2--I B HEADEF
<br /> +
<br /> BULKI-11A 4 XY VAIFOF RECO� ADAPII IR 1 RBINE 0 N AINMENT A ID FILL 1[ "'D A
<br /> -TING 22 �S CAP ILI S ILL CO IT )NVPS (Fl-. `�HED B\ �NK MAL _. - I j � 1 22 FK 2-1 C
<br /> FIT BULK[
<br /> F L B 0 X.. '1 P,) -TANK ,( -LARS, T_ FITTING
<br /> -LD ON[ D K�
<br /> 'I-I' B
<br /> B DETAIL TOR CUFTF IT STAN[ PD (2
<br /> PIPE RA
<br /> T- GAUGF r 5T INAC] VT SIPHOr, 0
<br /> I\ STALLED) SLOPI \S SHO IT N
<br /> INAC I SIPLOr\� DETAN 1,10 ON
<br /> SLOP S SHOV/vN cd
<br /> D FA I N _IANK LEVI-L fAI-1 G E
<br /> E _10 ON DV IK3 2 4- IHSTAI E
<br /> SEE E #2
<br /> 0 E
<br /> ---------_---_ It
<br /> 32" 1 D. ad
<br /> (I-YP. SINGLE FILL.) Plan View 39" LD. IL
<br /> ------------------------_--____.___ - I
<br /> D (TY F�. SINGLE Fl
<br /> NOT 1-0 SCALE:
<br /> 4 #6 _E PVC JL HREADED
<br /> (2) 112" CABLE GRIP SET AT TO (3111 18" SEE NOT #6 2 4"
<br /> SEE l\JOFE E
<br /> _X11'
<br /> C, 112" TO 6 32" LE). K-D
<br /> 3 2 1.D. , ,,4 CR 'I�
<br /> SEALS SUPPLIED 4 TYR.) 0 /N PIPE CAP _j
<br /> 6" MI
<br /> 12 M X. P A-L S
<br /> W/ SE.NSOR (TYP.) (Ty 0 P E 0
<br /> 4 A C, PAVING
<br /> � SEE NOTE
<br /> G
<br /> 4 kt,t 41 t 0-� �4
<br /> ,A
<br /> 4 4 7,1 d �,I-i - _W.: 11, a . I 1�1 I L 1 4 1 -
<br /> mi
<br /> '4
<br /> 4
<br /> 44
<br /> dA t 7�
<br /> j
<br /> z _J` Cd
<br /> ----------
<br /> -3 P E A CC,FR �7.
<br /> A
<br /> TH
<br /> - PEAGRAVEL MIN,
<br /> 3 PEAGRAVEL N41 N.7,
<br /> MIN,
<br /> SEAL OFF I \ I, j
<br /> 3" PEA--
<br /> 5 GAl_LLON SPILL
<br /> 61�AVLL MIN� CONTAINER WI
<br /> j!
<br /> INLINE DRAIl\J
<br /> 3/4" COND. ------------ -3//4" CONDUIT
<br /> _0 SUMP TE #1 3 ...................
<br /> LOOP 1 63 -1-Y P
<br /> (SIEE NOTE #13) SEE NO
<br /> SEE
<br /> PIPING
<br /> 3/,t
<br /> (SEE NOTL, #13 1
<br /> LOW POINT
<br /> D J--BOX
<br /> -Al, TYP.)
<br /> S E 0 FF
<br /> 2 SIPHON (SEE NOTE #13) Nk/
<br /> TO )TF- PEN
<br /> J---BOX
<br /> URBI PIPE 0
<br /> 3 PVC D
<br /> SEE NOTE #2
<br /> -5 PVQ F`1 PE QF)E N
<br /> SEE---NO FE,11 N I\ BOTTOM -EEL--
<br /> ') MONITOR 'K S1 X 11301t")m C:
<br /> -EEL 4 B LAC _ES
<br /> ING
<br /> __ACK Sl 4 &, #5 IMF RISER SEE NOT
<br /> MOLAITORING C'�
<br /> rU /11�'
<br /> U_ RISER PRIMED AND LIQUID SENSOR (SEE )IE' #14) #4 #5
<br /> TO GRADE. _1 �l I cd
<br /> OL I- - `-� I i NRL SENSOR
<br /> WRAPPED (S E I NOTE #7)
<br /> z (SEE N FE #14)
<br /> E y)
<br /> L 12" L 2" VE� T A i
<br /> V.R� RHIN(,
<br /> OR BETWEEN .......
<br /> BLACK STEEL TANKS IF GAUGI
<br /> x 12 L BLACK STEEL
<br /> ....................
<br /> T INSTALLEE
<br /> &, PULL STRIN
<br /> F-R (FYP�) E R F'I PE CAP Tcy
<br /> 4)
<br /> '(2D
<br /> 2" BELL X
<br /> Rl� HO
<br /> ---\s I -, - RISER W/ PIPE CAP
<br /> MALE ADAPT' \(SE__E LIOTE #14) C, (SEE NOIE #14)
<br /> ...............
<br /> 14
<br /> 0
<br /> OTE #13) ADAPTER -0-0 (t)
<br /> 2" BELL x MALE
<br /> (D 3
<br /> co
<br /> 0
<br /> V" 4-1
<br /> 19" 1 MAX.
<br /> T AT 98%
<br /> SE
<br /> MAX,\\
<br /> T- 9,,:.)%
<br /> EXTRACTOR FITTING SE A U. CO
<br /> T)A
<br /> C\j CD C1 SE T 95% LO C
<br /> BAIJ Fli VALVE
<br /> 7
<br /> 0
<br /> E
<br /> BACK F11. 1 6 0
<br /> PEA GRAVEL
<br /> ......... I> CRUSHED R CK (YJ
<br /> TES ANCHOR--- < AS PER TANK >1
<br /> INDICA
<br /> 00 MANF, SPECS.
<br /> cr) CD STRAP LOCATIONS cd
<br /> (WHEN REQUIRED)
<br /> SEE NOTF__ #3
<br /> TRACTOR FITTING
<br /> EX
<br /> & BALL FLOAT VAI VE co
<br /> E
<br /> SET AT 98%
<br /> m Td 0
<br /> coo (no
<br /> 6J Ej zi
<br /> 81 9- 10 2 13 �`Iil 4 1. 5 _ 0
<br /> L
<br /> CO T)
<br /> 0 b 17 1- 8 19 2 2 23
<br /> 0 RAMA"
<br /> >
<br /> C)
<br /> 0 X
<br /> Lh
<br /> 0 (D
<br /> 2" BLACK ST1-.._ET_____\ LIJ 0 -0
<br /> < SIPHON PIPE 0
<br /> CY-, (TYP.) > : §.-# (N
<br /> LLJ A tjj
<br /> ANN,ULAR SPACE -Pi
<br /> I-Arik LLEAK
<br /> < DI
<br /> z
<br /> J-ECJOR
<br /> X\ LIQ(JID
<br /> SENSOR
<br /> A
<br /> 0 A
<br /> Li-J Cr. 12"'x12"x1/4" SIEEL
<br /> 0 fn STRIKER PLA ET\�P. ALL 450 77,
<br /> 450 A
<br /> OPENINGS ON
<br /> 7
<br /> FIBERGLASS TANI<
<br /> 0
<br /> v_
<br /> 5-
<br /> CxD 1/2
<br /> N
<br /> IAND PLANNING AND DESIGN SPECIALISTS"
<br /> -1 R TY P _E #10 -ANK SHALL BE SET DEAD LEVEL SEE NOTE #10 9
<br /> SEE NOT
<br /> RAPPER SCREEN
<br /> PEA C
<br /> RAVEI 18215 '/2ND AVP�IIJE SOU
<br /> I RAID PER SCREEN
<br /> OR SLOPED 1 MAX. 1-0 ANNULAR SPACE SENSOR C,I R US 1-1 E D
<br /> KEN WASHINGTON 98032
<br /> -6222
<br /> 77 ROCK BED (425) 251
<br /> 7—\17�
<br /> 0
<br /> 7-7 7
<br /> 0 M I N.
<br /> EL, TANK SIZE VARIES WITH MANUFACTURER AND MODEL NUMBER BCE# 7063
<br /> N.T.S. END OF TANK-'--_-____1
<br /> < EXCAVATION
<br /> Dr-, 0 N LY --0 M I N, N.r.sf master release date
<br /> LION )NLY
<br /> t-IJ _EXCAVA
<br /> 41
<br /> 0 THIS DESIGN ARRANGEMENT IS TYPICAL FOR DOUB'i WALL FIBERGLASS NO� ARCO PRODUCTS COMPANY MASTER REVISIONS
<br /> -TANKS, SEE SILIE PIPING PLAN AND MATERIALS LIST ON DRAWING ..........
<br /> NO- DATE
<br /> BRI REVISIONS -1 EASE drawn by
<br /> PROJECT REL proj, exe,
<br /> FOR AC UAL MAH(JFACTURER'S CHOSEN FOR THIS PROJECT
<br /> 4/6/99 SHK
<br /> ISS(JED FOR
<br /> C 11) 4/22/99
<br /> em sees K
<br /> PLAN CHEC
<br /> "A'
<br /> pro
<br /> FA� C/) ject facility
<br /> 5
<br /> [.-Lj BID
<br /> -/22/99
<br /> RELEASE
<br /> '-J Underground Tank Section 4932
<br /> F4
<br /> 1 100
<br /> F_
<br /> (2-2
<br /> .............
<br /> 3 CONST.
<br /> T FO SCAI E: sheet file
<br /> LiJ J-, HO RELEASE
<br /> SEE NOTE #3 -------- TK2-1B
<br /> AS-BUILT
<br /> J �j: of
<br />
|