HomeMy WebLinkAboutBIN A-4 PERMIT 3489
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LEGAL DESCRIPTION
As taken from official Record Book 487, Page 35.
That part of Lots 19,20,21,22,23 and 24, Block 9, lying ,vest of
U,S. :Highway 301; and that part of Lots 13,14 and 15, Block 2,
Lying ,vest ofU.S,Highway 301; City of Zephyr hills, as per plat of
the town of Zephyrhills recorded in the Plat Book 1, Page 54,
Public Records of Pasco County, Florida.
SCOPE OF WORK
1.) Excavate and install one 16,000 gallon Modern Welding Glassteel
II double wall underground storage tank.
2.) Install double wall fiberglass piping from tank to two dispensing
islands.
3.) Install on 24'x 40' gas island canopy.
4.) Resurface disturbed areas as necessary.
5.) No change to pervious or impervious areas.
VICINITY MAP I
* 5855 Gall Blvd Zephyrhills. FL 33542-3...457
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OWNER: Dhlmant Shah
1537 Shady Oak Dr.
Kissimmee FL 32744
~07.82g.7759
CONTRACTOR: Petroleum Plus Inc.
748 I. Inti Spdwy. Blvd.
Deland FL 32724
388-734-2884
pee 1286180
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SITE PLAN
PETROLEUM AND CANOPY
INSTALLATION
FORMER CIRCLE "K"
5855 GALL BLVD.
ZEPHYRHILLS FL 33540
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CODE. NAI.!9.>lAL ELECTRIC CODE ^" ":.
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ROTATION ANt1t.1i
010 58' 50"
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l~bsr ~E.cl~L IS fOR REFERENCE PURPOSES. SEE
INDEX NOS Wti ANO TRAff'IC DESleN STANDARDS
COot f'OR 'aullt~~c "'c6JJ~~U~,gNf'LP:Ws' rACCESS/8IlJ TY
rOR rVRTHER DETAILS, . VERSION.
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SYMBOL
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." ill.vC flCfLCCnvt PAINT
"UNIVERSAL" ACCESSIBLE LA YOU T
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..0 rES :
I, 101> POll TION Of Frl> 2$ " 25
SHAU. HA\!C A REfL(e nve BLue
S8'(ACKCROvND 'WITH WHlTE RULECTI\'E
WOOl. AHO !lOll etA.
2. IlOTlO.., PORTIOH SHALL HAvt A'
1l(fL(C Tlve WI1ITE BACKCROUNQ WiTH
~ 04J~e. L(CCNO AHO OOROER
~. flP ;s " a iotA.,. se. FloORiCAT(() ON
0I'1e. p......n OR TWO.
4, fl~ 2S WAY ac SUBSTITUTED
fOR THe. FIll 21 lH AReAS WHERC
SPACe. IS WI(O.
S. $leNS ARC TO ac !,jOUNTED AT STANOARO
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cOISABLED PARKING DETAILS
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SHeaTS
FOR DETAIL OF TANK SLAB
SEE SHEET 'POB'
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ANGLE OF SOIL
REPOSE ON ALL
SIDES 1 1 W/ DEPlli
1 3 EXCAVATION AND BACKFILL
A EXCAVA110N If unexpected water condition or rock (s encountered, Immediately contact the
Owner for Instructions before proceeding with the excavation
B TANK HOLE SIZE IN STABLE SOIL Size excavalJon perimeter to allow 24" minimum between ~oJnks
and 24" minimum between tank sides and end cops and the wall of the tank hole
C TANK HOLE SIZE IN UNSTABLE SOIL
1 Unstable soli Is defined as havIng less than 750 Ibs /sq ft cohesIon, as calculated frClrn an
unconfined compression test, or soils wilh on ultImate bearIng copaclty of less than 3,500
Ibs /sq ft Loose sand, muck, bog, peat, swamp or landfill where SOil IS soft are generally
conSidered unstable SOils
2 S,ze excavation perimeter to allow 24" minimum between tanks and a minimum of quarter the tonk
diameter between the tonk Sides/end caps and the wall of lhe tonk hole
3 Filter fabriC 1'1111 be used to line the STP sump where pea gravel IS utilized
4 Permanent shOring may be used to stabilize the walls of the tank hole, at the discretion of the
Contractor If permanent shOring IS used, fol/ow Stobie SOil" size crItena
Refer to "Alternate Backfill Materials., below
D DEPlli OF TANK HOLE
1 Contractor IS responSible for esloblishlng the lonk hole depth, consldenng the lenglh of piping
runs, to the pump blocks and vent risers, pipe burial depth, yard slope and the following crIteria
(Measure ot the Remove Pump opening)
a Tho mInimum depth of cover Is 3'-0" and the maxImum Is 7'-0"
E SAFETY REQUIREMENT
No person sholl enler a lank hole excavation below the 5 ft deep level unless the walls ore shored
or Side sloped os prescribed by currenl OSHA regulallons abd the Trench Safety Act of 1986
No exceplions Stale or locol requirements thot ore more reslncllve than Company speclflcallons ore to
be adhered to os though speclf1ced In Company specifications The Contractor Is responslbte for any
design, materfols, equIpment, permits, ete, for shoring or side sloplng a hole
F flLL AND BACKFlLL
All fil/ ma terral shall be of setect sand granular nature, free from vegetatIon and extraneous materIal
Spread matenal 10 lifts not to exceed 12 Inches and tamp thoroughly Contractor shall prOVide a
compactlon test for certlflcatlon of fill at the Owner's expense Compaction sholl be at least 90% of
the Modified Proctor density
1 4 BALLAST
A MATERIALS
Clean water Is to be used os 0 ballasl under all condltlons where ballast Is requIred
B DRY HOLE CONDITION
Tonks With backfill to top of tanks, must be ballasted If there Is any chance that surfare or
subsu~face water Will enter the tank hole lo a depth of 36" or greater above the bottom of the
lanks
C
\VET HOLE CONDITION ,
Attempt to pump woler from lhe tank hole to malnloln a "Dry Hate Condlbon If unable to oblatn
a "Dry Hole Condlllon", Owner IS to be notified and Will delermlOe the course of action to be
followed Install filter fabriC, be-down "logs" and bedding os speclfTed elsewhere Set tonk In hole.
partially fill wllh water untn It sInks firmly on the bed Use only enough woler to bal/ast tank until
backfill Is to top of tonk After backfill to top of tank, fill tonk With water until completion of
Installatlon
CAUTION - BALLAST LEVEL MUST NEVER EXCEED WATER OR BACKfiLL LEVEL IN mE HOLE
DURING INSTALLATION Do not remove ballasl until tank slab has been poured Do not set remole
pump motor until ballast water hog been removed from tonk
DOUBLE WALL GLASTEEL / FRP TANK INSTALLATION
MATERIALS
1 Double-wall Glosteel, fiberglass reIn forced plastte (FRP) coated steel storage tanks as supplied by
Manufacturer are to be Installed by Contrector In eccordance WIth the plans and speCifications
as supplled by manufacturer
1 5
A
Double Wall (Modern / Permo Tonk)
2 Other Contractor supplied equipment Included vapor recovery (when speCIfied) Phase I
Assemblies Adopters, dust cops and nameplate holders Phose II EqUipment Anti-ReCirculation
valve, high hose retractor, nozzle SWivels, flow limiter, anb-klnk spnngs, SWivel stops, clamps,
extension
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116,000 Gall
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BULKHEAD
SEE DET A
SEE DET 8
42' 6"
TANK SPECIFICATIONS
B
HANDLING OF TANKS
RESPONSIBILITY The Contractor Is responSible for olf-loodlng the tonks from the dell'..ery vehicle
A crane or backhoe of sufficient lifting capacity must be used
LIFTING & MO\l1NG 'M1en lifting or mov1Og a tank, always use properly Sized equipment ond
lift by lifting lug(s) On large tanks, greater lhan S' diameter, use 0 spreader ba,r to ensure a lift angle
of at least 4-5 at each liftIng lug Never roll or usa cables or chains around a tank Set on
smooth ground, free of rocks and foreIgn objects
EXCEPTION - Tank can be rolled up to 90 on a smooth clean surroce
CHOCKING Tonks are to be chocked In accordance wIth manufacturer's recommendation until
ready for Installation If Windy conditions eXist or oro expected, anchor tanks uSing rl1lnlmUm 1/2u
nylon or hemp rope over each tonk and secura to stakes af adequate slza to prevent movement of
the tanks
OPENINGS All tanks ore shipped With dusl covers or steel plugs In each opening Dust covers ore to
remain In each opening unlil ready for the pre-Installation pressure test All tanks must have either a
dust cop or steel plugs In place or a 5 pSI pressure relief valve In place at 011 ttmes
DAMAGE
1 Inspect all tonks carefully for signs of domage upon receipt Note any damage on the shipping
documents and notify the Owner Can tact the tank manufacturer for addlt!onal
In formolion
2 If the tank la damaged at any other time, do not ottempt repairs Notify the Owner who will
become aware of lhe course of aellan
SETTING Set tanks on prepared bed with a slope downward toward the fill end oif the tank A slope
of 2 difference between the two extreme openings of the tonk IS deSired The acceptable range of
slope IS 4 maxImum and 1 W minimum, WIth the fill end lower lhan remote pump end of lhe tonk
Tonks that exceed the acceplable slope or that slope downward to the remote pump end are
Improperly set and will be reset
INST ALLA nON WITH APPROVED MATERIALS
1 Place 0 12" lift of backfill evenly around the tanks Push backfill completely underliealh and oround
lhe tonk Procedure con be done from bonk or adJocenl tonk top
If 0 man will be In the hole to "work" the backfill, hole must be shored or s Ide sloped os
prescribed by currenl OSHA regulotlons
2 Place second 12u Ii ft or backfill evenly around the lanks Again repeat lhe "v:/orklng" or backfill
around and under the tanks Add backfill evenly around the tanks up lo th~ tops
of the tanks
3 Backfill to subgrade after PlPtn9 and tesbng IS completed
INSTALLATION WIn; ALTERNATE MATERIALS All alternale materials must receIve wrItten approval from
the tonk manu facturer
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B
C
TANK TESTING
PRE-INSTALLA110N TEST SET UP Prior to the pr~-tnStallalton test, 011 shlppln9 pads musl be
removed from the tank and the vacuum on the annular space must be releasedl
A vacuum on the annuler space 19 substitute for the pre-lnstallot!on test All Installatlon tests
must be performed and recorded on acceptable forms
NOTIFICA nON
The Owner, MUST observe all tests Notify at leost 24 hours In advance of any tests
PRESSURE APPUCA TION SYSTEM
The pressure applicalton syslem IS lo hove two pressure gouges (range 0 ta 10 pSI WIth 5 pSI
pressure reliefs) In the system. both In good condltlon and haVing been tested <lnd calibrated within
a three-monlh period prior to lhe tonk test (copy of the test and calibralton data to be furnished to
the Owner upon request)
USE EXTREME CARE AROUND AND NEAR THE PRESSURIZED TANK Relieve lhe pressure prior to
movIng lhe tank or removing any fittings
Never pressurize the secondary (outer) tonk without pressurizIng the prImary (Inner) lank ffrst
LEAKING TANKS
DO NOT Install 0 tonk which shows any evldence of a leak The Owner Is to be notified of any
damage and will become aware of the course of action to be followed
SCOPE OF WORK
The Contractor IS responSible for all lobor material and equipment necessary tOI conduct the
following tesls
Pre-Installallon Pressure Test, AIr
After-Instol/atton Pressure Test, Air or Hydrostatic
PRE-INSTALLA TION PRESSURE TEST, AIR Extreme core Is to be used around and near the
preSSUrIZed tonk Never pressunze the secondary (outer) tank Without pressurIZing lhe primary
(tnner) tank
1 Pnmary (Inner) Tonk Tesl
TIghten 011 tonk fittIngs Locate a pressure gauge In the vent/monllor fitting tn the secondary
(outer) tank Locale a second pressure gage at a fItting In tho manway and COMecl lhe air
pressure hose to thiS same fit ling PressurIZe the primary (Inner) tonk to 0 minimum 4 psi.
maximum 5 pSI Monitor the pressure gages 0 minimum of 1/2 hour There should be no pressure
Increase [n the secondary (outer) tank Soap 011 tonk fittings
D
E
F
PUMP INTAKE
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G POST..INSTALLAllON PRESSU"E TEST AIR
1 Primary (Inn or) Tonk Test Perform lhls test wilh all tank rIsers and f1tt1ngs attached TIghten all
tank fittings Locota a pressure gauge In one of the annular space monitor fitllngs In the
secondary (outer) lank Locate a second pressure gauge with 0 5 psi pressure rehef, to ona of
the pnrnary ~Inncr) lank llllln<;s and connect the air pressure hose to lhls some fitting Pressurrze
the prlll1ary \Inner) tonk to 0 mlntrDUm of 4 pSI (maXlIl1Um 5 pSI) Soap 011 tonk fittings and
mOl1ltor the pressure gauge for 0 minimum of 1/2 hour There should be no pressure IOcreasa In
lhe secondary (outer) tank
H POST-INSTALLATION PRESSURE lEST, HYDROSTATIC No tank that shows any eVidence of a teak
IS to be kept IC'\ lhe syslem Any damage Incurred to lhe tonk dunng the installation Will be contractor's
responsibility The Owner Is to be notified of any damage and Will be made aware of the
course of actton to be followed
If a hydrostatic lasl Is requlrod by a local agency, lhe contractor 19 to Isolote the tank for testrng and
reconnect when tesltn\l IS complete
BALLASTING Only the primary (Inner) tonk shalt be used when ballastrng the tonk Never fill the
secondary (outer) lank WIth a nUld If the tanks ore ballasted, conduct HydrostatIc Test (Instead of
the post-Installation air test) on the tonk and fittings
J BURIAL DEPTH The bunol deplh from the top of the tank to ground level shall be 0 minimum of ;3
feet and a maximum of 7 feol The fittings, If a man way f9 used, will be approximately 5 to 6 Inches
off lhe top of lhe tank ThiS shall be conSidered for lhe slope of the piping and thus may affect the
tonk bUrial depth
K VENTING Vent the primary tank only 03 reqUIred by tank manufacturer
L INTERSnTIAL MONITOR Install mOnltonng gouge Within nser prOVIded by tank manufacturer
M INSTALLING THE CONTAINMENT SUMP The contaInment sump must be waterllght to prevent
liqUid tngress or egress Fiberglass InSide and outSide of tank collar
N INSTALLING THE SPILL CONTAINMENT FILLBOX The spill containment fillbox must be liqUid tight
Test 01/ flllboxes by filling wllh water for a mlnlmum of one hour There should be no drop In the
water level dUring thiS test Do not drain waler Into the tank
1 8 APPROVED MATERIALS
A APPROVED 8ACKFILL MATERIALS
1 CLEAN SAND Select coarso granular material, ctean and fee of any deleterious matter or debns
2 PEA GRAVEL A clean, naturally rounded aggregate With 0 1/B- mintmum and a 3/4" maximum
dlometer Up to 5% of tho particles may p<J53 through a HB sIeve
J STONE OR CRAVEL CRUSHINGS Washed matenal With a particle size between 1/B and 1/2" Up
to 5% of the particles may pass throu9h a #8 sIeve
NOTE Approved materials must be dry, free of Ice ond snow, and meet ASTM C-33, Paragraph 71
for quality and soundness The dry gavel density must be 0 minimum of 95 pounds per cubIc foot
NOTE Bedding materIal, lle-down "logs" and sample wells ara to be placed on the top af the fUter fabnc
Excess fobnc at top of the hole should be folded over the backfill matenal at subgrade level
B RECOMMlNDED FILTER FABRIC MATERIAL
Reemay loc - Twor 3401 or Twar 3341
Phillips Fibers Corp - .Supac 4Np" fabric
REVISIONS BY
FILL TUBE
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NO SCALE
i i~
NO SCALE
.
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2 OO~
1 80~
~-~
~ 1 50~ -.)
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INTERSTITIAl. SPACE
T
F1.EXI8Lf: SECONDARY PIPE @
@ FlEXIBLE PRIMARY PIPE
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FLEXIBLE PIPE DETAIL
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BOLTED FLEX-FLANGE ENTRY FIITINGS
COMPACTED BASE---
ASPHALT PER CIVIL DESIGN
COMPACTED SUBGRADE---
PER CIVIL DESIGN
,51' CONCRETE SLAB
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BED MATERIAL
/ 6 1 /2" / d:..,1 .~ 4" I~ /
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6 1/2" 1
NOTE
ALL TRENCHING SHOULD BE COMPLETED PRIOR TO THE fiNAL SURfACE
COURSE BEING LAID IN ASPHALT PARKING AREA.
RII?E TRENCf~rDETAIL
.
,
"-
12"
,
I'
12"
,
" C
12"
,
,
a"
-Ff
VENT RISER 0
(TYP ) ----......0
CONCRETE
COLLAR ....
3"~ GALVANIZED ll-iREADED
FEMALE COUPLING. PRIMED
& lfiRAPPED BELOW GRADE
3"~ GALVANIZED PIPE, PRIMED
& WRAPPED BELOW GRADE --
I
/- CONCRETE
/ COLLAR
.If r 4 I
"
3" BELL x MALE
ADAPTOR
I I
IV
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W
3- 3" GALV
90 ELBOW
(SW1NG JOINT)
z
~
J"~ GALVANIZED
RISER I
(24" MAX)
2" OR 3" FRP VENT
PIPE TO TANK @
~
OJ
.....
c\
BASE DETAIL
NO SCALE
OVERALL DIMENSION
DETERMINED BY NUMBER
OF RISERS AND/OR
LOCAL CODE
'o-~
');
PRESSURE VACUUM VALVE
AS REQUIRED BY LOCAL CODE
1/4" BEVEL BUTT
WELD-SMOOlli
R a-t~
\1
1\
FASTEN VENT
RISERS SECURELY
TO FRAME Willi
PRE-FORMED
UNISTRUT BRACKETS
4" QJ TUBE FRAME
PAINT PER IMAGING
..
2" /3" ~ SCH 4D
GALVANIZED PIPES
(PRIMED AND WRAPPED
BELOW GRADE)
PAINT PER OWNER
REQUIREMENTS
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GALVANIZED
PIPE COUPLING CTYP)
CONe COLLAR
FLUSH W/YARD
SURFACE
12" ~ CONCRETE
F0011NG, SLOPE
AT TOP (TYP)
. .-
-
..
.
(Q
DO NOT LOCATE VENT RISERS \\11l1IN,
SEE DETAIL
ABOVE
- BUILDING OR BUILDING COLUMNS
- 3'-011 OF NEON ELECTRODES OR JUNCTION BOX
- 5'-0" OF ELECTROLlERS OR ELECTRIC SIGNS
- 25'-0" OF' EVAPORATOR COOLERS OR HEATER FLUES
VENT RISER DETAIL
NO SCALE
VENT RISER DETAIL
NO SCALE
~y~. . ",~~~~trJ'11'OT(lIoII,.,wn"""-'.--"~~Jrr"'--..-"
... ._1....'9'1 if'1QlI"J'T,........(~'YI~lJT'T'~f~Jf~....-
___....,.~.)::1...1;r"~~'.1t~I----..._..............---.~~l"""'J..Wilri/.,1,1~~"Tl'$"'V}'l~__~"...,...,.,._....~,~ ~""""'...""_. ~~~-......n;r__~---... ---V..':"'f.-u~~~~~...-
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FLEXIBLE PIPE SPECIFICATIONS
dt,.....
21
PRODUCT, VENT & VAPOR RECOVERY PIPING
A FOLLOW MANUFACTURERS INSTALLATION PROCEDURES FOR INSTALLING FLEXIBLE PIPING
INSTALL ALL PIPING IN ACCORDANCE VVl11-i NFPA-JO
B, PRE-TESTING PROCEDURES
1 The underground storage tonk should be Isotated (rom the prplng system prIor to
tostlng
2 Shear valves and rlser pfpes located under dIspensers should be tested with product ptplng
.3 All pipe couplln~/swlvel connecllons should be tightened securely before testing
4 The Interslltlal (secondary) lIne should be Interconnected and fitted With an aIr gauge
5 All local buildIng, safety and fire codes should be followed prIor to testrng
AIR PRESSURE TESTING PROCEDURES - PRIMARY PIPING
1 The air pressure Integrity test procedure for the flexible supply plprng Is one and one half (1 1/2)
trmes the normal operaUng pressure of the submersIble pump, not to exceed sfxty pounds per
squor() Inch (60 psi) Make sure the fleXible plpellne Is Isolated (rom both the underground
atoragl3 tonk and the above ground product dispenser when conducting thiS test All pressure
testing should be conducted by quallfled and exper1enced personnel Do not attempt to
dIsconnect coupltng9, cops or plugs unless the air pressure hos been released
2, Gradually apply air pressure Into the flexlbla piping line. Do no exceed sixty pounds per square
Inch (60 pSt)
:5 Maintain pressure for a minimum of three hours making sure that there Is no drop In pressure
Note Srgnlf1cant temperature changes can result In a pressure readIng dlfferenttal
-1 DurIng pressurizing, check the reading on the test gauge whIch should be connected to the test
tube of the Interconnected Interstitial line Any Increase In pressure Will indicate a leal< In the
primary supply line
5 During the pressurizIng penod, apply 0 soapy water solution to all ptplng connect1ons and Inspect
for bubbles
(3 Be sure to maIntaIn safe practices when doing pressure tesUng
D AII~ PHESSURE TESTING PROCEDURES - COAXIAL INTERSTI11AL (SECONDARY CONTAINMENT)
1 After the Inner prImary flexible pIpe and prprng connections hove been lntegrlly testedl the enttre
Interstltlal space of the COaXial pipe must remafn connected and only then should the outer
contolnment Jacket be Integrity tested
2 [nslde all tank sumps the test gauge IS connected to the brass fittmg at the end of the 36" long
test tube The test gauge ossembly consIsts of an or,. gauge with a moxlmum 15 PSI scale
connected to a 1/4" brass tee fitting which will thread Into the brass fitting at the end of the test
tube Wrop male threads With teflon tape to Insure a goad saal Connect air hoses directly to the
brass tee fittIng
J GrQdually apply arr through the test gauge and test tube Into the Interstitlal pIpIng lIne The
Interstitial apace of the coaxIal pIping Is very small and wIll not requtre a large volume of aIr
PressurIze system to no more than 5 psI Durlng the pressurization period apply soapy water
to the entrre length of the pIping system and check for ony aIr bubbles After tesllng, drsconnect
the test gauge and lay the test tube down Into the boHom of the tank sump
E INSTALLING CROSSOVER SUPPORTS (Verify with Manufacturer RecommendatIon)
1 Crossover supports should be used at all flexible pIpIng crossovers ond Installed over the flexIble
piping at ony rigid piping or condUit crossovers These two piece supports ara Installed to both
the upper and lower ftexlbte pipe sections They must be [nstolled before backfill begIns They
are designed to provIde a flat crossover surface (or the upper plpa and also allow for even
backfill compactlon around both fleXible pipes
2 To Install, align upper and lower support and fasten together usIng the supplied clips
3, Be certain not to scratch piping white Installing clipS
YENor (RIGID) PIPING SPECIFICATIONS
lL
21 VENT .$c YAPOR RECOVERY PIPING
A PIPING
1. Steel prpe (Go(vonlzed) All plprng shall elope back to Tanke (1% Mln )
8 HANDLING Or PIPE & F111lNGS
All p!plng Installations shall conform to IPlpe manufacturer's speclflcatlons ond [nstallaUon guldt\lnes
1 flberglose pIpe Protect agalnat obro$lon from sharp or hard ob~cta, Impact domage from
Improper storage, transporlln9. IQYln9 or backfllHng Inspect 011 pipe for -iamage prior to ustng
tn the piping system
2 Steel pipe and fittings Protect against damage to tho protective coaling
22 INSTAllATION REQUIREMENTS
A LAY1NG OF PIPE
1 InterIor surface of 011 pIpe and fillings must be free from dirt, scale. metal, fiberglass partIcles,
ete, before connecting
2 Do not support pfplng wtlh foreign objects, such os scraps of wood, pIpe, ate Uso Major 011 opproved
pIpIng support
O. CUTTING OF PIPE,
1 Cut prpo to en5urt) a 5quares cut end Cut pipes end must bo withIn 1/8- of square
C TAPERING &: REAMING
1 ffberglasa Pfpe oU cut ends must be tapered per pipe monufaoturer Proteot pfpe durfng tapering
to prevent damage to pIpe The flMJh toper sholl be smooth, clean, and free from surface
defects Tha longth of toper (or 2- dlometer ptpG Is 1 5/8" and (or J" dlametor pIpe Is 1 3/4- For
olher size pipe, consult pipe manufacturer's Instructtons
2 Steel pipe enda are to ba reamed per Industry standards
D DONDING &: ADHESIVE SYSTEMS (Ameron F1berglass Pipe)
1 All flbergtass pIpe surface3 to be bonded sholl be cleaned with solvent as recomended by
manufacturer Apply pressuril untO mechanIcal locI< rs achIeved Bock axral pressure should be
maIntaIned on all prevIously assembled Joints to reducG the chance of separation
2 Inspoct 011 fltllngs for proper alignment end pOSSible Pback out" at ths jOints
J follow pIpe manufacturer'a recommendatrone on cure trmo before dIsturbIng JoInts or testlng
E 'I'HHEADED JOINTS
lhrcadcd lolnt:s must be reamed and have clean cut, perfect threads and be mads up wfth non-
hardenIng Joint compound Insoluble In petroleum products DO NOT USE ADHESIVE fOR
TIiREADED CONNECTIONS
f FlGERGLASS TO STEEL PIPE CONNECTIONS
fiberglass threaded end adapters ora to be threaded Into the steol plpo or flltrng before bonding onto
the fiberglass pipe All flexible connectors are mode female
The female end connects to the fiberglass pIpIng
DO NOT USE ADHESIVI:: FOR THREADED CONNECTIONS
G SPECIAL F1TTINGS
Poslllon the volvo so that the I[no test pOfl plug Is accessible
HI SETl1NG & BEDDING PIPE,
1 PIping shall be placed on prepared bed In such a manner as to mInImize paInts at which one plpo
moy cross over another plpo At polnla where ptplng must crossover, 0 minimum of 4- Inchea
must separate lhe pipes
2 When piping Is placed on tha bed. proceed to -Flrsl Tes~" (below) prior to backflltrng trenches
I ClEANING SOLVENTS Remove any accumulotron or aCCidental spill of prpe cleaning solvents on
tho tonk Immodlately wIth a clean cloth After the pIping Is complete, Inspect the contaInment sump
and ather collection pOints far prplng cleaning solvents
J fLEX CONNECTOR 800TS
Encase all flex connectors In an Isolation boot when In contact wllh soli or backfill material Move
the IsolatIon to Inspect ond test all prImary prplng ond flex connector
2 3 TESllHG OF PlP1NG
A Notify the Owner's Rap, who should observe all tests, at least 24 hours In advance of any tests
Controctor to coordfnote tesllng With local Inspectors and Owner', Rep
8 RESPONSIBIUTY
The Contractor ra responsible (or all labor, materia'. and equrpment to conduct pressure tests (atr
or hydrostottc) of 011 product, vent and vapor recoyery prplng
C TESTING DE\1ATIONS 00 not devlat~ from the followIng testing procedures Perform alternate
tostrng procedures required by local [nspectors after Owner's tests are completed and documented
1 fiRST TEST (Prtor To Back Flltrng Pipe Trenches)
Do not connect ptplng to tanks, remote pumps or dispensers Do not seal or Install secondary
containment flttrngs until pnmary pfpfng Is tested Test the entire piping system, Ie, prO<:luct,
vent and vapor recovery (where applicable) In accordance wIth the follOWing procedure
a step One (nstall pressure opplrcation system that tncludes two pressure gouges (15 psi
maxtmum) Apply 10 psi pressure to each pfplng system Soap 011 JOints usIng approved soop
solution Carefully observe each joInt for evidence of leaks
b Step Two Pratect orea around pIpIng systems to be tested to prevent workmen, passers-by,
ate, from entry Install pressure application system that Includes two pressure gouges (75
psi maxtmum) Apply 60 psi pressure to each product pIpIng prImary system only All alher
systems secondary Yen t &: vapor & tonk tests at 5 psI Max
Record 011 test results The Contractor shol backfill all trenches to subgrade
TESTING EQUIPMENT
Test lines usIng Petro mil Hydrostatic L1nil TesUng equipment or oppraved equal
Test nUld shall be oSSlgned product, diesel fuel Contractor to comply
fully with tha Procedure Manual for tha Operotlon of Une Tester
Test pressure sholl be (1 5 tlmes operating pressure - 150%) for 0 remote pump
system wflh on allowable tolerance of 0 010 gal/hr
VENT UNES (no phase II vapor recovery)
Unless requIred by tocot agency, no second test reqUIred
VENT LINES AND VAPOR RECOYERY PIPING (with phose II vapor recovery)
Contractor Is responslblo for vent and vQJPor recovery pIpIng systems passrng any locally rmposed tasts
o
E
F
"""'*"C\"4'C'IV~4""""'r",yrrr.ct:iCIV~f'vI'" 'TT\lf'("-'"
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........,........._-- ,.,......-"'......... ...--~..
>1
RSVISIONS BY
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OF' 6H6Sl'B
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42 19/32'
36 21132'
- 1 1/211
iIIr
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60 112" A
Id
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l--- 40 5/8' ~
DISPENSER DETAIL
{
.-..~~~.............. ----
93 29/32'95 3132'
88 7110'
6' CONe PAVEMENT
40 9110'
~ 20 1/41 -.:.1
R{ 36 01811 '1
28 3/4" -....
14 31811 I--
18 318" -
9 7/1f3-1
A A
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f l/.' iii r /'ffO()I.XJ1 -- I
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CO/JPLIH'J I
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PROFILE
BASE DETAIL
,
a
-;;,
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~.......... -.:'r--
'---...... .............
:.
..
6.L. :;:; 8'0'
~ ~ 4 11110'
PLAN
--'
l' OOIiW IT FOO
/'OMit NlJ . ,/(I~
__ 1 1/ a' Ni'r Pi!OMT
, IHLEr COUf'UH'J (01 )
- ,. OOIiOlJlr fO/f
rntfPJ([T 0" IFSI'
-- " Ii1'T VAI'Q'f
C<<J/'t.n<<J
GILBARCO MULTI..PRODUCT DISPENSER; ENCORE S$RIES
I
NO SCALE
I
, SPRING NU:, !tIOUl'fTING PLATE
r&'// wA
I
JP~~[g~
r
STABILIZER B.AR ...
SUMP SHF.M VN.VE
-
04 -STEEL RISER
PIPE
~
JUOOlIOH TEE
FITTING
TEST 800T
[PIPE BARB
\~~n ~~ ~
.U 1m 1TIlI Lr I
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CONNECTOR TUBe
\
JUNCTION DISPENSER SUMP DETAIL
FLEXIBLE PIPE
NO SCALE
- ~- -...--...-" --...-...
----?"...-~
- ---.... ...--
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NO SCALE
I
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2'-6"
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DISPENSER SECTION
14'-0'
If
BOLLARD - FILL WITH
PEA GRAVEL CONe -
PAINT PER OWNER
r 6" ~ FINISH GRADE
, .. ... ~ ~.-~
1'-0" l I ~ .. d'.' .~ TI .....*. ~I 6'-4" x 2'-4" x 1'-6" DP
, .. .., U 4.. A ~4.. Oh~~ .4~ CONCRETE FOOTING
. .. ~I~
. ..:....- .. _~ II ~ .. fl....'r .. f_
~1/=Jll:"l1~~II:::~h::1l. JI~fl _1'~I"'"
6" ~ ....,f-.... _ 12" (1YP ALL SIDES)
NO SCALF.:
tiO SCAL..E..
FIBERGLASS
DISPENSER SUMP _______ ____
r
...
. 6'-4"
-
I
I STABILIZER 8M
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SIjMP
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FUELING AREA GUARD P,OST DETAIL
SPfW/tJ NUT
A(IIJN T WI) PLA T1:
.&11 ~. I-
---
-~ 11 ~ U~
~(ltQ. ~~~ OW~~h
r rll ~ _ "
c:.. "'- d
. SHEM VA\. VE
STEEL RISER
PIPE
-
~
PIPE BARB
TEPJAIN).T1NO ELBOW ~
Fl11100 ~_
TEST W8E ---\. }-<-....
lIT
..,,~
80LTEO FLfX.FLMGE ENTRY FITTINGS
(TYP )
>-j
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TEST BOOT J
L FLEXIBLE PIPE
TERMINATING DISPENSER SUMP DETAil
NO SCALE
nSVI81CNB BY
~
GILBARCO Et1CORE
MULTI-PRODUCT DISPENSER
T'Y'P
NElf WINDSHIELD
CLCMINeJ RECEPTACLE
(OPTIONAL) (rYP )
\ rUELlNO AREA HORSESHOE
TYPE 80LLA.RDS (TY?)
NEW TMSH
RECEPTACLE
(OPTIONAL) (TYP )
~a:o
-
r-........
~ r- PROPOSED 3'X10'X9t RAISED
..... ' ISLAND TYP
I
,
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~ l'~ ., I 0 0 I
~--:--t---l L______...J
f' '. : :.... I I
.... ~ .....1
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l/~... ~
4. " .t ..,
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1 'r;~Wlr~~(
NOTES:
1) PETROLEUM CONTRACTOR SHALL COORDINATE CANOPY
CONSTRUCTION AND DISPENSER LAYOUT WITH
CANOPY MANUFACTURER'S PLANS CONTRACTOR
SHALL REFERENCE CANOPY MANUFACTURER'S PLANS
PRIOR TO INSTALLATION 0..- DISPENSER SUMPS AND
AS NEEDED FOR ALL ASPECTS Or PETROLEUM
SYSTEM INSTALLATION
I
I
I
2) PETROLEUM CONTRACTOR SHALL COORDINATE CANOPY
AND DISPENSER AREA IMAGING WITH OWNER PRIOR
TO CONSTRUCTION
.-~
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~~ ~~ . ;)--.
I ~ ___ --=' ~
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re
00
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.......~"
I
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DISPENSER
- JJOIJN1INa
HOLES
..........
~
VIEW ADDED FOR REFERENCE
ONLY. (NOT TO SCALE)
~- ==--=-----
----~
-- "
~ '>
~~
i), " 46' ~ "I
+2"
. ... n
~20' ~ "'-b 0 0 0/'11-<<
lIQIJt.v:J. ~ r---16' ., r 0 0 0 0 ~
8- 12' ~
.- fro ~ O~E ~
r"''''u -,
c:- o
31' 5"
,/
-
~
14'
~
~ FIBERGLASS
DISPENSER SUMP
1J,l: ~
CHECKED
OZJ~
,1~ 't'1
/15 SOALS
pd7AP
.Joa NO
SHEST
'I ('
OF SHaSTB
/'-
END VIEW
SECTION VIEW
N:~'?/o1
(/~
DISPENSER SUMP DIMENSIONAL DETAIL
~
PIPING SUMP TOP
rlBERGLASS
ACCESS COVER
GRADE LEVEL
GLASS INSPECTION PORT
PUMP HEAD
CLEARANCE
~
."",--.......
'" ....
" ...
I
I
I
I
I
\
\
\
,
TOP VIEW.
BURY DEPTH
125" REF
11" REF
,
,
\
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COvt:R S/A
....__~fI#I
I
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c
VIEW a
DEEP TANK SUMP TOP S/A ______
-
I~
I \
\ -j
\ I
,
... '" ~
,--....
TANK SUMP BOTTOM S/A
VIEW C
SECTION A-A
"'
"
PLAN (TYPICALl
MANHOLE COVER ~
CONTAINMENT SU~!P
REDUCER,
fiBERGLASS REDUCER
. ON THE
9 TOTAL OUTSIDE TO ENSURE
WATER TIGHTNESS
lEAK DETECTOR
INTERSTITIAL MONITO
TURBINE PUMP @
PUMP HEAD
- PENETRATION BOOT
1 It CONDUIT TO
INTRINSICALLY SAfE
CUTTER AT MONITOR
CONTROL PANEL
3/4" CONDUIT TO
.- ELEC PANEL (PUMf
POWER)
- RISER PIPE
E~sYATION (TYPICAL)
-- --
-
SUBMERSIBLE TURBINE PUMP (STP) AND SUMP DETAIL
FIBERGLASS STP SUMP DETAIL PLAN
1 1/2" - 2.
2'
COLOR CODED
PRODUCT COLLAR @
(OP110NAL)
4. TOP SEAL ADAPTOR
AND CAP @Xi)
PAINT MANHOLE COVER
PER API COLOR CODE
4"-6" FROM
TOP OF' SPILL
BUCKET TO
TOP OF' fill
CAP
JUNC110N BOX
18. MANHOLE JfI
SECURED UD Q9
WATER l1GHT ~
MONITOR PLUG ~
"l-
. ~ Po
.r
,,4 .
, I' MAXIMUM
.
SPILL BUCKET W/ HAND Ij5\
PUMP ~
MONITOR TAG &
HOLDER
HAND PUMP
4. ALUMINUM FILL TUBE
3/4. ~ CONDUIT
4. SCH 40 GALVANIZED RISER
TANK FITTING
2" GALVANIZED
INTERSTITIAL RISER
4.~ ALUMINUM
DROP TUBE
FILL DETAIL
ANNULAR SPACE MONITOR
WEAlrlERPROOf' JUNC110N
BOX WITH 1/2. NPT TI1READS
(10 CUBIC INCH MIN)
SEAL OFf" (HOME-RUN ONLY)
2 CORD GRIP SEALS
SUPPUEO W/ PROBE
1 1/2- - 2-
2'
~
~ e.
. .
q
4 ,$ .
PEA GRAVEL o.
DEP? AT RISER
AND SURROUNDING
RISER FOR 12.
CORD SUPPUED
W/ PROSE
3/4" CONDUIT
J/~. CONDUIT
..
4" SCH 40 GALVANIZED
SlEEL RISER RISER DIMENSION
SHOULD BE 21. TO BOTTOM
Of RISER CAP
21'
~
tiQIE...
INCREASE llilS MINIMUM DIMENSION
IF niE TANK DIAMETER DOES NOT
MATCH TIiE PROBE LENGTH
(EXAMPLE A 7'-6. DIAMETER TANK
\'riLL use: AN 8' PROS l11E EXTRA
PROBE HEIGHT WILL BE LODGED IN TI1E
RISER PIPE M.UCH MUST BE 6. LONGER
111AH THE MI IN ORDER TO PROVIDE
ROOM
MAGNETOSTR1CTIVE PROBE
- ---*
AUTOMATIC TANK LEVEL MONITOR
REVISIONS BY
VAPOR RECOVERY
ADAPTOR AND CAP
<t
~ 4 .
1 1/2- - 2-
2~
4. -6- fROM
TOP OF' SPILL
BUCKET TO
TOP OF CAP
ADAPTOR
""
. ~ ~
...
,-Ii
4. 5CH 40
GALVANIZED RISER
EXTRACTOR FITTING @
2./3" CALV NIPPLE
2"/3" CALV 90 ELBOW
2-/3" BEll lC MALE ADAPTOR
2. /3" SINGLE WAll fIBERGLASS
UST VENT UNE
J. 90" flOAT YENT/VAPOR VALVE @
(SET AT 90~ OF' TANI< VOLUME
REfER TO TANK CHAAT)
NOTE:
STAGE I VAPOR RECOVERY ADAPTOR
AT REGULAR GRADE RISER ONLY.
211/311 VENT LINE EXTRACTOR
00
~
~~
~~
~~
ffi~
~S
~OO
~~
f-4
00
.........
GENERAL NOTES:
1) CONTRACTOR SHALL CONFIRM UST BUNG
CONrlGURATION WITH OWNER AND UST
MANUFACTURER PRIOR TO CONDUCTING ON-SITE
WORK
2) CONTRACTOR SHALL VERIFY 5TP SIZE PRIOR TO
CONDUCTING ON-SITE WORK; UST BUNG
CONFIGURATION MAY DETERMINE STP SIZE TO BE
UTILIZED; STP SUMP DIAMETER SHALL BE 4211 FOR
4" S1P BUNGS AND 48" rOR 6" STP BUNGS
-~
.J.J
18.~ MANHOLE (TYP)
2'
./
-
FINISHED
GRADE
4.-6" FROM TOP Of'
SPilL BUCKET TO TOP
OF' f'lLL CAP
1 1/2- - 2"
t-
o t)
t- -1
b ~ t:- o 4 ,1 d
0
~I;> .:J ...1
ORA~
14,,",
CHf!CKEO
CATS
/il~o:S
A SCALS I
S lJ~dI~
.Joe NO
SHEET
~ 6
OF 6HBBTB
J
8. llilCI< CONC SlAB
HAND PUMP
1/1~/oi
SPILL BUCKET / MANHOLE DETAIL
,
'.1n-~1'1;fV~-"'1f1 f lu_r:rllUllr1J ll'-'W- Tr'1r.~'"Tl~lJr_~ 'j --1(
REVISIONS BY
t
I
'J..t>O 1J~1j},
./i<JyJJ.''t} I ~tJ If. t
j),..,,-A ~ooI}1'
/Tl tJ,' tJ
..
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.3 _~/It"
{)fC
~ #!$~ cll.<l-
I-#~ ~IIAtt
I~' 6~oI.
"01> flltP
/1;tJ~t
/ ;:U~:$ r't.
1-- vJ.,.aN
SALES
COUNTER
ARE A
( rOR AlL I~S.'I.LAnONS
OF' l'HR([ ~ l,CQRE I.tU\. nPLE
PROO\JCT CI~prNS(RS
-
I
P^O' IlJ I
OOl~';
PRtNTfR
-.J
6 p.
fJ /1}J '" t-
NOTEe
........ ......1....... ~..~
,---
I Mj PLU G l'tP
T-\2 OI~T lJO
0----
I~ ...-J
[
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,~
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......._rt4 -44- _t...'" ~ ,I ....J. t
1) All conduit to bo ngld Mln 3/4" 0 emerglllg from grade
W,th mln 24" eov~ lwe cond\lJt to be used whero
Appllcablo
2) All wllmg .hall bo III complJiWl~ wltb Nauona) Electric
Code. S 14 tattat revulon (or l1awdou.lIQCMl0i19
)) All conduit to Ulcludo cqUlp.lU<<lt ground L'a/W Natlol1Ql
a!()ctnc cod~ 2SQ..2S
.
,~
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}l
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..
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IN TERCOM
--~
r--.
I 1-' 2
I CONSOLE
I
---' LT
w' f? 6u'11'I.lt
j
4) Ttu'oo gAtohllO dupenaers aM three lAn.kJ With thre-e lubmeulble
Pumpa to ~ replae~d U3U1g tmtlng pwlellUld mcuiti In store .
__--.. _ 'tJ. -- .....
"" ..... .,. .....~ ........4 ..... - --- ....
J J
41 .. 3/.- OiA CONO\)IT 6 II. A'NG fl'l'
C:---- ~"6~i;~~~i~l' .--- -"-----" · .----. ~, " 6'; :1~. :6H GU-lf~~R' 80' ~-J
C?)( X v - Co ~stE QtfAIL@lttIS SlitEr
· I 1 I rll~ -~TlTrrr SO,L Off Tl'l'ICAL
.. . III . . JNI .. , , . "- . .~ SO: Ot:fAII.@ \'HIS SHEEr
. - - ........ -- - ~ - .--........- ~ -.... -- .......... -----.... ...l.. ....... -1--..!- ........ .... ~ 110 . ~ ..... ----- -..- -- -................ ----.....- .
-<II...... '" ...- -- """"-'- ~ .... ...... - - ...... ..." .....- ''" .,..... -- . - - I
II I I ~
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II I ! '1 ~ w ~ ~ ~ 8
II I ~~~ ~ t:~
II I I t ~ \~ ~\ V1 g ~
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I! : : I ~ I~ I~ a \V 8 ~
II : : l -~ i~ It
I i I : : I I I
I i I : ~
I: ! : I
I I I I ~ IF' SHOWN ON SITE PI-AN
/1 I )) I TO AR~A LIGHT~ AS SHOWN
;I' I ON GfNERAL ARRANGEMENT PLAN
//// / // /
TVPI~^L / / / /
SUMP) / I /
INllRCOJ.' 5Y$,n,f wI ,,~ / / / / /
/5prN<ER U Reo' 0 ) I -1~~~~v7 \.\. / "/
'~~~ ' .J~ ~~YJ'f~~;,~
I \# 1 ~ .i('~ ,{ tYJ~~ ~ v/'
l1 ID I U ~srAL orr I ~I(/ W {r/.~~
'r ~ --:/ TYPICAl. ~ / y ~~ j~ i'i( V
"'" 1Il'i' r-'Y/'~2~O\.!.!-"O~"~O _ _ _ _ - _ // // ~f~fP
.... '--"--' ~ l A-. , ..../ ;' ~
.......,-. .. ......... ......... ........ .......-"" ~.. .....- - ......-.. ..-..... .... ... -.. ~ .... --.. / I '
t -.- ......... - - ....... -.... ..~ ....,....-- .-.. .." ...... ...-/ / /
. .. . .. ~ .......... ..............- ......... ---- -- -- ~ -..... J
.. --................... ........-................. -- --..........."....................... -.. ~.-......." /
~~~~~~~~~~~~~~~ ~ ~ ~
~ ............... ........... ............ ...
........ ~ ............... ............. . l CtttS .............. .......... ~ ........ .....-... ~
- - - INtO PHorO"CElL SY'!: f(M
--
~ 1""-
~
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I
..
t
· -3/4" CONDUIT
r \JTURE use: p
.....) ...a_.._~"-"---"'--~ . .~.It:. ~I ~ ~ ---.-
~ "\:,.... '0. " "-. .. ~ ..--.....--..
\~ -~'.: :"i1--'::.J:: l7I:::'M
$I" ~. --/lI-"\~ _..3__:0_-_ ---
~Nh -- /11-' ,-<~_.....1.:lfa,.@~ ?,----
f~~~ IX.! ~~ 3...3/4" CONDUIT rOR
. ' l"\.~ '\ .A. ~\.JaMCRSlel t PUMP
\"1\\'\' ~.. l\~ \~ ~"'-- #,\I/,suRUfRSIRLC PUMPS
L ,~ ' ~ ~ ~ L
( ",,'\" j p~ ~"\l
J~ . , _ ~) I) I
~ (~;;S~N~~ ~~~ft~^~;b IN
,
I '
· G P' CfRCUrr REOUIREMENTS
.. .
QUAN. VOL T. PHASE SIZE use t
.. ~
J 240'1. , ~ ~" SlJ9, p(JMP (' tACH) . .
'-4 UQV , ~ 20" o.sp~$(1l <, tAOi)
~
,.... '20'1 , 0 20" CAAOP'f UCHlS (4 PiA. QROJIT) ~
. ~
1 '~IJ 1 9 20,\ SAltS CO'JNTtR ( CONSOlE )
2 '2()V , 9 20" A~A UCHlS ( 2 P(~ ORCVIT ) U
~
, 120'1 t 0 t~,\ (TO MONll'OO1NO SVSltU
- ~
U -
~
~
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...- ..... --
I
I
I
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I
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~I
ul,
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2',
I
I
,oJ J/4" CONDlJll
rb~ SUMP S(NSO~
. ..
c.
--~-
.JJA9~ -~I'!!Y
i ,c'_:,t.~ 1.1t\ij-T$
OASOLINe: SALes
/' COUN TER CIRCUITS ~
,..; ~ \,~
(TO PANEL · Gp.
~
I
I
I
IC.I L.I [.J ~ .,
,
I III'?'D I
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l.;~fti~OM r II ........ ....~.... I
\ .........-.- ..........
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--
4:"~ ~73~/tVl. ~rr~d. &,>t----..)
TANK QAUGINO S'fSTEt0.4,..,.;t
MONI TORING SENSOR --.....
\..OW VOl.TMJt INll:RCOM~ ~
'':.I
~..~;:~ R,,~ '~L..~~tf.H.JLM..~ J:19
/'
~.r_g..::~ 9. _...P.~"O.J'V~ 9 X_Q)J~,.r.,ELN...*} ...r;.Fl
~
I
2
r1E.LO WIRING GONN(CTIONS TO m: IN THt: l.EF"T JUNC'fION oq~ l1l
E:ACH MPO SV~lE.M SHALL. NOT $HAHE:. CONOUIT
Qrl 'N1Rt: TROUCH$ WITH AN Y OlHEI1 t:aUIPMENT
ALL 'MRINO SHAll. CONF"ORM TO LOCAL ANO NATIONAL. Cl.EC1RIC COOCS
10~ or 'S~AlJ ~ I ~ I J I)
\ I ~
4" CURl) 13'( OEN. CONTR..../
(
()(
I )
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..
Ld
~.9 ~~}; ..~_
SEAl. Ort:" ... TYP1CAL-
J
o
Q.V..I J I I ~,J~ ~ t_~~.QN~ ~~ _E;J~*I; ,.'l.8.TJ tQ..N.
"lOT TO SCAL~ n
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8
/'
,. /'l'C-
CH~CKGO
OA~)(
/J.7'fJ o-S
/l~ aDALe
;t)oi7s0
.Joa 1\10
8HSGT
b 6
OP BHSE1'6
l
4 ONg OISP~:NSER OR(AKER IS REQUIHEO FOR EACH MPO J PRODUCT DISPENSER
AND ONt OREAKtA fO~ ~ACH STP AS SHOWN
5
6
ON€ CONTROL ACI.AY BOX rURNISHEO 'MTH EACH SUO PUMP IS REOUIREO rQR EACH S'fP
"
ONL. Y rlELO W'RINc. CONNE:C1l0NS ARE: SHO'fc'N IN TI1E
GIl.BARCO OISPENSt:r~ JUNCnnN BOX 0
~I~ING SHOWN IS FOR ONF. MPO OISPENSER. OVPLiCA n: AS
INDICA n:o ON THf' ORA'MNO rOR EACH ADOITIONAt. MPO
rACING 111(: JUNCTlON GOXf:S LAaL'C:O Q] tHl:: PROQuel INLET ON mE lEF'l' IS
"STP , It THf: COH~A PRODuel INI.E't IS .. SiP 2" ANO tl1E l'AODUCl INt.~T
ON THE HIGHT IS II STP J"
~
I
. !
I I
...
9
n..H: CONSOLE R(QUlR(S A SEPARA n: CI~CUli SREAKEH.
frlqJ40f
,
" ..... ..,......,... _ _....,.. ,..,. .<4
....... If\'f' -, ,~.ft" ...... ","........'.-.) -j
"","",1,'''' .,..-.... ..
. ~
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