HomeMy WebLinkAboutBono Sunoco-Standard Fiberglass Piping Details2' 0 GALV. STL. -
VENT RISER
2' UNISTRUT
PIPE CLAMP
I
2' BREATHER VENT ASSY.
a0 (PRESSURE RELIEF VALVE,
GASOLINE)
NOTE:
IF KERO OR DIESEL. 2'
VAPOR VENT ITEM# 52
REQ'D.
2'95 GALV. STL.
VENT RISER
i
0
I ,
GRADE_
2 - 2041 GALV.
ONIPPLE
(TYP)
M l
PLAN - VENT RISER
2' UNISTRUT 41
PIPE CLAMP
2' PIPE 15
CAP
z
Q -
zo
I to o1 to o!
2' PIPE
SUPPORT
2-0 GALV.
STL.ANNULAR SPACE
VENT RISER
2' GALV. 180' sa
RETURN BEND
200 GALV. STL.
ANNULAR SPACE
VENT RISER
I I I II CONCRETE FOUNDATION
(FOR DETAILS SEE
I I I I I DWG. 4-501, DETAIL 18)
II I i II
I I I I I I
I I I I I I
I I I I I I
I I I I I I
3 - 2'0 G.I. 90' ELBOW 12
(TYP)
2.0 FRP ADAPTER
BELL X NPT MALE 37
(TYP)
2'0 FRP VENT PIPE
NOTE;
2" VENT LINE W/VENT VALVE (STAN3ARD)
OMIT VENT VALVE & INSTALL 3' VENT LINE
IN AREAS WHERE TRANSPORTS ARE NOT
EQUIPPED FOR VAPOR RECOVERY
I
i
37 2'0 FRP ADAPTER
BELL X NPT MALE 2' X 250" UNION 9�
F_ 2- 2'0 GALV. 90' ELBOW O
L_
2-0 FRP VAPOR LINE r 4'X 2' C.S. BUSHING I6
SLOPE TO MANIFOLD
�8 2 - 2'0 GALV. CLOSE NIPPLE
MANWAY COVER
4' NPT COUPLING, BY TANK MFG, (C.SJ
DETAIL 'J'
VAPOR CONNECTION AT UNLEADED TANK
(SEE DWG. NO. 3-413 FOR LEADED TANK)
i
i
D c
2- 3' G.I. 90' ELGOW
- 13
3' UNION
O4s 3' 0 FRP ADAPTER 14
BELL X NPT MALE
3%0 FRP DRY BREAK LINE
SLOPE UP TO DRY BREAK Q TANK
3 - 3' GALV. NIPPLE
o
j 3 - 2' GALV. NIPPLE-
0
IPPLE O
s
2' GALV. UNION O
9
I
I
2-2' GALV. 90' ELBOW
I2
2' FRP VAPOR LINE
SLOPE DOWN TO TANK
(TYP.)
THIS DRAWING IS AND SHALL REMAIN THE PROPERTY OF SUN REFINING
AND MARKETING COMPANY. USE, REPRODUCTION OR ,ALTERATION OF
THIS DRAWING WITHOUT THE EXPRESSED WRITTEN PERMISSION OF SUN
REFINING AND MARKETING COMPANY IS PROHIBITED.
3' FRP VAPOR RETUNR LINE - MAX RUN
TO DRYBREAK CONNECTION SHALL NOT
EXCEED 100 FT. RUN AS DIRECT AS
POSSIBEL USING A MINIMUM NUMBER
OF PIPE ELBOWS (4' 0 SHALL NOT
EXCEED 150')
3' DRYBREAK LINE MUST SLOPE DOWN TO MANIFOLD
DRYBREAK CONNECTTION
(SEE DETAIL 'L')
FILL - SPILL CONTAINMENT
(SEE DETAIL 3)
VENT M.H.
(SEE DETAILS 3 & '0')
FUTURE ELECTRONIC GAUGE
M.H. (SEE DETAIL 2)
MANUAL GAUGE
(SEE DETAIL 2)
(SEE DETIAIL BLE 2 &MPH')
6' NPT
FITTING
(SEE DETAIL 1)
ISOMETRIC OF MANIFOLD SYSTEM
SHOWING PIPING AT UNDERGROUND TANK ARRANGEMENT (GASOLINE)
(SEE DWG. 3-413 FOR DETAILS)
FUTURE ELECTRONIC GAUGE WELL
(SEE DWG. 3-413, DET. 2)
RED JACKET LEAK DETECTOR
MODEL #116-017
r
2' X 250' UNION
i
2 - 2'0 GALV. O
THREADED NIPPLE B
2'0 GALV.
90' ELBOW 12
2'0 FRP
SPIGOT X NPT MALE
MANWAY LID �J 280 FRP ADAPTOR 63
BELL X NPT FEMALE O
MANUAL GAUGE SWIVEL
END
2'X 30'
FLEXIBLE CONNECTOR s2
2-0 FRP PIPE
Z
2'41 FRP ADAPTER
BELL X NPT FEMALE s3
DETAIL 'H'
36
SUBMERSIBLE PUMP
NOTE:
IF DOUBLE WALL PIPE (SECONDARY CONTAINMENT) IS
REQUIRED SEE DWG. 3-419 FOR DETAILS
VENT LINE CONNECTION
13'X 40' MANHOLE as
D
v
a ,
D ,
3' GALV. PIPE
RISERS (TYP.)
V i
J I I I I I
NOTE:
3' PIPE PLUG
42
3' GALV. NIPPLE O
7
0 0
li
NOTE:
3"X 2' GALV. ENATE CONNECTION FOR
REO.ELBOW VAPOR LINE IF GRADE S
REQUIRE USE (SHALLOW COVER)
LEADED & UNLEADED V/R VALVES,
X2'41 FRP ADAPTER SEE DETAIL '"J' (TYP.)
BELL X NPT MALE
37
DETAIL 'K'
VAPOR RECOVERY MANIFOLD
- --
2' GALV. STEEL VENT LINE (STANDARD)
NOTE:
3' VENT LINE IN AREAS WHERE MANIFOLD
IS INSTALLED & TRANSPORTS ARE NOT
EQUIPMENT FOR VAPOR RECOVERY
3 - 2'$ G.I. 90' ELBOWS
(SEE VENT RISER DETAIL
VAPOR RECOVERY MANIFOLD THIS SHEET)
(SEE DETAIL 'K')
3' UNION
3' X 2' REDUCING ELBOW
ANNULAR SPACE VENT LINE 2'
VAPOR LINES MUST SLOPE
UP TO MANIFOLD
2' VAPOR LINE MAX. RUN TO MANIFOLD
NOT TO EXCEED 25'(3'0 SHALL
NOT EXCEED 1001
ELECTRONIC MONITOR WELL - ANNULAR SPACE
VENT (SEE DETAIL 4)
POR LINE
.E DETAIL 'J' & ALT. DETAIL 3A)
^ L 2-5/810
EXTRACTION BAR/ TAPERED
VALVE SEAT S THREADS
PER INCH
6
2e" VALVE
SEAT
DRAIN .�
HOLE O
4-3/16'S�
PRESS RELIEF
HOLES
1/16' fd
(ESSURE RELIEF
)LE eco
rfm ori, K
ri v
FLOAT
ASSEMBLY
1
2.40' 0 2.40-0
ELEVATION ELEVATION
DETAIL 'N'
EVVR 30 LEADED VALE EVR 31 UNLEADED VALVE
SCALE: HALF SIZE SCALE: HALF SIZE
(FURNISHED BY SUN REFINING & MARKETING)
2s RD -12 MANHOLE 3' TOGGLE 29
CONCRETE MAT -7 r- 3' DRY BREAK 2a
•,�� . • •. - 2' MIN.
- 4' MAX.
2 - 3'0 GALV. NIPPLE O
r
1
NE
PIPERISERT BREAK I
! SLOPE DOWN TO MANIFOLD
�
3'0 FRP ADAPTER
BELL X NPT MALE
3-3' sv GALV. 90' ELBOW as
13
DETAIL 'L'
CRY FREAK PIPING AND CONNECTION
AT TAMC MANHOLE
2' FRP VENT LINE
SLOPE UP TO VENT
2'0 FRP ADAPTER
BELL X NPT MALE
37
3 - 2'0 GALV. 90' ELBOW?
12 C,[
U
2 - 2'0 GALV. NIPPLE
0
3' X 2' GALV. REDUCER la
2 - 3' GALV, NIPPLE O
7
1• 3' UNION
PLAN - VENT LINE AT VAPOR RECOVERY MANIFOLD
FIBERGLASS PIPING
1.0 SCOPE
• WHEN FRP PIPE IS SCREWED INTO METALLIC
FITTINGS REMOVE ANY BURRS FROM THE STEEL
SUN STANDARDS CALL FOR ALL NEW OR REPLACEMENT
WHICH MAY CUT INTO THE FIBERGLASS THREADS.
UNDERGROUND PRODUCT PIPING TO BE OF APPROVED
THREADED JOINTS, FIBERGLASS TO STEEL
FIBERGLASS REINFORCED PLASTIC (FRP)DESIGN, UNLESS
SHALL MEET ALL AMERICAN NATIONAL TAKER
A WRITTEN EXCEPTION IS OBTAINED FROM THE MANAGER
SCREW THREAD STANDARDS. ALL SUCH JOINTS TO
OF ENGINEERING AND MAINTENANCE. THIS STANDARD
BE SEALED WITH A HIGH QUALITY, NON -SOL VENT
COVERS FRP PIPE AND THE INSTALLATION OF FRP
CONTAINING TEFLON BASED THREAD SEALING
PRODUCT PIPING.
COMPOUND TO BE U.L. LISTED FOR USE IN
GASOLINE SERVICE. JOINTS TO BE SEALED WITH
2.0 FRP PIPE SPECIFICATIONS
'LA -CO LOC'HIGH PERFORMANCE PIPE SEALANT
WITH TEFLON, GASOILA SOFT SET W/TEFLON,
2.1 GLASS FIBER REINFORCED EPDXY PIPE SYSTEM SHALL BE
RECTDRSEAL HEAVY DUTY 100 VIRGIN W/TEFLON OR
IN COMPLIANCE WITH ASTM SPECIFICATION D-2310
JOMAR HEAVY DUTY W/TEFLON APPLIED
(STANDARD CLASSIFICATION FOR MACHINE MADE
TO MALE THREADS.
REINFORCED THERMOSETTING RESIN PIPE, RTRP, D-2936'
'
(STANDARD CLASSIFICATION FOR FILAMENT WOUND RTRP)
START THE THREAD BY HAND AND MAKE UP HAND
AND CLASSIFICATION BY CODE AT 73.4'F AS RTRP-ilCZ
TIGHT, THEN TIGHTEN WITH STRAP WRENCH._O
OR RTRP-11AE.FITTINGS SHALL BE COMPRESSION MOLDED
NOT OVERTIGHTEN. NORMALLY ONE HALF TO ONE
!
OR FILAMENT WOUND USING A MINIMUM OF 60% CHOPPED
REVOLUTION IS REQUIRED AFTER HAND TIGHT
GLASS FIBER.
(PROPER HAND MAKE UP FOR 2' FITTINGS IS
APPROXIMATELY 5 THREADS). WHEN USING POWER
2.2 PIPE AND FITTINGS SHALL MEET ALL DIMENSIONAL
TONGS, 75 FT. LBS„ IS SUFFICIENT. DO NBT
AND PERFORMANCE REQUIREMENTS, MECHANICAL PROPERTIES,
FORCE THREADS, IF THREAD DOES NOT MAKE UP
AND SHALL BE MARKED WITH A U.L.LABEL FOR NOW
CORRECTLY,BACK OUT AND RECLEAN.
METALLIC UNDERGROUND PIPING FOR PETROLEUM PRODUCTS.
5.5.2 MAKING THE FIBERGLASS JOINT
f
2.3 WORKING LIMITS
• BE CERTAIN THAT THERE IS STRAIGHT ALIGNMENT.
2.3.1 PIPE -PRESSURE RATING SHALL BE IN ACCORDANCE
WITH ASTM TEST METHOD D-2517, AND ASTM D-2517
• INSERT SPIGOT ALL THE WAY INTO BELL.
FOR BURST PRESSURE.
VDUALOY 3000/L')
2.3.2 ADHESIVE - ULTIMATE SHEAR STRENGTH OF ADHESIVE
• TWIST AND PUSH TO GET FRICTION LOCK.
AND CURING AGENTS SHALL BE IN COMPLIANCE WITH
ASTM D-2517, AS APPROVED AND SUPPLIED BY
*'RED THREAD II' PIPE IS SUPPLIED FROM THE
j
MANUFACTURER.
MANUFACTURER WITH T.A.B. (THREA3ED AND
BONDED)SELLS AND SPIGOTS. APPLY ADHESIVE
3.0 CODE RESTRICTIONS
AND SCREW TOGETHER AS TIGHTLY AS POSSIBLE
)
BY HAND.
ALL UNDERGROUND PIPING SHALL BE IN ACCORDANCE WITH
THE FLAMMABLE AND COMBUSTIBLE LIQUIDS CODE,NFPA NO.
•AVOID COCKING JOINT.
30, AND ALL APPLICABLE STATE AND LOCAL CODES.
• OVER INSERTION CAN CRACK SPIGJT END AND
4.0 ACCEPTABLE MANUFACTURERS -FIBERGLASS REINFORCED EPDXY (FRP)PIPE
CAUSE A LEAKY CONNECTION.
4.1 AMERON 'DUALOY-3000/L'
•UNDER INSERTION CAN CAUSE A LEAKY
CONNECTION.
#
4.2 SMITH FIBERGLASS 'RED THREAD II'
• DO NOT DRIVE THE CONNECTION TOGETHER WITH
5.0 INSTALLATION
A HAMMER.
5.0.1 INSTALLATION SHALL BE IN STRICT ACCORD WITH THE
• DO NOT DISTURB THE CONNECTION WHILE THE
MANUFACTURER'S INSTRUCTIONS AND SUN'S PLANS AND
ADHESIVE IS UNCURED. AVOID MOVING PIPE
SPECIFICATIONS.
AND FITTINGS UNTIL ADHESIVE IS SET.
5.0.2 ALL PIPES AND LINES SHALL BE INSTALLED WITH A
5.5.3 WHEN AMBIENT TEMPERATURES ARE 70-F OR BELOW,
UNIFORM CHANE IN GRADE, PITCH OR SLOPE. IN
HEAT SHOULD BE APPLIED TO BOND JOINTS FOR
INCH PER FOOT NOR GREATER 11 INCH
PENERAL, THIS SLOPE WILL NEVER BE LESTHAN
PROPER CURING OF THE ADHESIVE. 'FORCED'
THAN
CURING SHALL BE PER MANUFACTURER'S
R FOOT AND WILL SLOPE BACK TO THE TANK WITH
INSTRUCTIONS THROUGH THE USE OF A CHEM CURE
NO PEAKS OR POCKETS. ALL PIPING AND FITTINGS
PAK OR ELECTRIC HEAT BLANKET/COLLAR. 'FORCED'
SHALL BE INSTALLED FREE OF SAGS, BENDS, OR
CURE TIME IS ONE (1)HOUR AT AMBIENT
ANY OTHER CONDITION THAT COULD PROVIDE POCKETS FOR
TEMPERATURES DOWN TO O'F.AT LOWER AMBIENT
CONDENSED PRODUCT TO COLLECT. IF AN UNUSUAL
TEMPERATURES OR WHEN USING EXTRA HEAVY FITTING,
GRADE CONDITION EXISTS AND SLOPES ON PIPING
REDUCER BUSHING ETC., SPECIFIC RECOMMENDATIONS
CANNOT BE MET CONTACT SUN'S FIELD ENGINEER OR
SHOULD BE REQUESTED FROM THE MANUFACTURER.
AUTHORIZED REPRESENTATIVE.
5.5.4 ALL FIELD CUTS AND TAPERS TO BE MADE WITH THE
5.0.3 PROVIDE A MINIMUM 4 FOOT LENGTH OF FRP PIPE ON
PROPER TOOLS AND AS PER MANUFACTURER'S
EITHER SIDE OF ANY DIRECTIONAL CHANGE EXCEEDING 30'.
INSTRUCTIONS.
5.0.4 AVOID PIPING OVER UNDERGROUND TANKS AND NEVER
5.6 ADHESIVE
PIPE BENEATH BUILDINGS.
MIX AND APPLY ADHESIVE AS PER MANUFACTURER'S
5.0.5 PROVIDE MINIMUM CLEARANCE OF ONE (1) PIPE
INSTRUCTIONS_
DIAMETER BETWEEN PIPES.
4
00 NOT ADD MORE HARDENER THAN SPECIFIED (THE RATIO OF
5.0.6 ALL LINES SHOULD BF LAID STRAIGHT USING A FRP
HARDENER AND RESIN IS RI CAL)
'CONTROL JOINT' (FITTINGS, IE.. 45' AND 90'
ELBOWS, AND PIPE NIPPLES) TO NEGOTIATE
5.7 PRECAUTIONS
DIRECTIONAL OR ELEVATION CHANGES.
1
NOTE:GALV.'SWING JOINTS* TO BE USED ONLY
AVOID CONTACT WITH ADHESIVE AND HARDENER ON SKIN, DO
WHEFE INDICATED.
NOT INHALE FUMES. DURING PRESSURE TESTING SUDDEN OR
EXCESSIVE PRESSURE SURGES SHOULD BE AVOIDED.
5.0.7 DO NOT LAY P[PE AGAINST SHARP OR HARD OBJECTS.
IF LAID NEAR OR THROUGH SUCH OBJECTS, IE.,CONCRETE,
5.8 TESTING - NOTE: ISOLATE TANKS FROM PRODUCT PIPING
WRAP WITH RUBBER OR FOAM PADDING, OR SLEEVE
1
W/ FRP PIPE FOR PROTECTION.
5.8.1 PRODUCT AND VENT PIPING - BEFORE PIPE TRENCHES
AREACKFILLED AND WITH LINES ISOLATED FROM
5.0.8 PIPE SUPPORTS USED DURING INSTALLATION ARE TO BE
TANK PRODUCT PIPING SHALL Bi� PRESSURE -'TESTED WITH
REMOVED PRIOR TO BACKFILL. SUBGRADE TO PROVIDE
50 PSI AIR. TANKS AND VENT PIPING SHALL BE PRESSURE
SUPPORT TO PIPE AND COMPACTED TO PREVENT SETTLING.
TESTED WITH 5 PSI AIR. NOTE- (1) PRODUCT LINES
PIPE SHOULD BE COMPLETELY SUPPORTED UNDERNEATH
TO BE TESTED FROM THE SUBMERSIBLE PUMP TO
BEFORE OVER BURDEN IS APPLIED.
THE SAFETY SHUT-OFF VALVE LOCATED UNDER THE BASE
OF THE DISPENSER, (2) PRODUCT LINES TO REMAIN
;
5.0.9 FRP PIPE SHIPPED TO JOB SITE TO BF 20' (DUALOY - 3000L)
PRESSURIZED (50 PSI) UNTIL G.C. HAS COMPLETED
OR 30' (RED THREAD 11) LENGTHS (MAXIMUM)
ALL CONCRETE MAT. ISLAND AND DRIVE WORK(GAUGES
TO BE CHECKED PERIODICALLY TO ASSURE SYSTEM TIGHTNESS)
5.0.10 SEE PLOT PLAN FOR TANK LOCATIONS, AND FIELD
ENGINEER OR AUTHORIZED REPRESENTATIVE FOR PIPE
5.8.2 ALL PIPING COVERED BY THE CONTRACT SHALL BE
RUN DETERMINATION.
TESTED IN THE PRESENCE OF THE OWNER'S
REPRESENTATIVE BY THE CONTRACTOR. ANY DEFECTS
5.1 GALVANIZED STEEL PIPING
SHALL BE CORRECTED AND THE PIPING THEN
RETESTED UNTIL APPROVED BY THE OWNER'S
TO BE USED ONLY WHERE INDICATED ON THE PLANS, SHALL
REPRESENTATIVE.NOTE-ALL HEAT PAKS TO BE
BE SCHEDULF'40 (ASTM A-120)WITH GALVANIZED MALLEABLE
REMOVED FROM JOINTS PRIOR TO TESTING.
IRON (150 LB.)FITTINGS_ALL JOINTS TO BE SEALED
WITH GASOILA SOFT SET W/TEFLON, JOMAR HEAVY DUTY
5.8.3 NOTIFICAMN -- THE OWNER'S REPRESENTATIVE SHALL
W/TEFLON,RECTORSEAL HEAVY DUTY 100 VIRGIN W/TEFLON
BE GIVEN ADEQUATE NOTICE (SEE TANK TEST
OR LA -CO LOC HIGH PERFORMANCE PIPE SEALANT W/TEFLON
NOTIFICATION REOUIREMENTS)BY THE CONTRACTOR
APPLIED TO MALE THREADS.ALL GALVANIZED PIPING AND
OF THE READINESS TO PERFORM TESTS. RECOMMEND
FITTINGS. INCLUDING STEEL RISER PIPES AT TANK, TO BE
48 HOURS NOTICE IN ADVANCE.
PROTECTED WITH A COATING OF KOPPERS 300M ( 1-800-547-24613 ).
SONNF- THE CONTRACTOR SHALL FURNISH ALL
5.8.4 EERL
IM
TO BE PRIMED WITH A COATING OF KOPPERS
NOTE: PIPE TO BE
INSTRUMENTS, TEST EQUIPMENT, AND PERSONNEL
b
'�40 AT (ORDER SEPARATELY),
REQUIRED TO CARRY OUT THE VARIOUS TESTS.
5.2 TRENCH EXCAVATION
-----
5.8.5 CERTIFICATION -THF RESULTS OF THESE TESTS
}
5.2.1 THERE SHALL 9E A MINIMUM OF 6' OF
SHALL BE TABULATED AND CERTIFIED, AND
1/8' TO 3/4'PEA GRAVEL, OR 1/8'
SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR
TO 112' WASHED. FREE FLOWING ANGULAR STONE
APPROVAL.
g
CRUSHINGS BEDDING UNDER THE PIPE COMPACTED
TO OBTAIN A FIRM UNIFORM SLOPE. AVOID SHARP
5.8.6 50* AIR TEST -ALL PRODUCT PIPING SHALL BE AIR
STONES OR ROCKS IN EXCAVATION TRENCH. THIS
TESTED TO 50 PSI (POUNDS PER SQUARE INCH)
BED MATERIAL TO BE PLACED ON AN EXCAVATION
WHICH MUST BE MAINTAINED WITHOUT PRESSURE DROP UNTIL
OF CONTINUOUS FIRM BEARING SOIL.
BACKFILLING. CONCRETE MAT, ISLAND AND DRIVE WORK
ARE COMPLETE. DURING THIS TEST, PRIOR TO
5.2.2 FRP PIPE INSTALLED BENEATH ASPHALT OR
BACKFILLING. ALL PIPE •JOINTS, CONNECTIONS AND FITTINGS
CONCRETE SURFACES SUBJECT TO TANK TRUCK
SHALL BE CHECKED BY COATING THEM WITH A RICH
TRAFFIC SHALL HAVE A MINIMUM COVER OF 12'
SOLUTION OF SOAP AND WATER FOR PHYSICAL
(TOP OF PIPE TO BOTTOM OF DRIVEWAY 'BASE')
OBSERVATION OF LEAKS AS EVIDENCED BY SOAP BUBBLES.
I
CAUTION MUST BE TAKEN THAT ALL TANKS BE COMPLETELY
1
5.3 TRENCH FILL
' ISOLATED FROM THE PIPING DURING THIS TEST AS THE
TANKS THEMSELVES ARE NOT CAPABLE OF WITHSTANUING
ALL PIPE TRENCHES ARE TO BE BACKFILLED WITH
THIS AMOUNT OF PRESSURE. ANY DAMAGE TO TANKS AS A
1/8' TO 3/4' PEA GRAVEL, OR 1/8' TO 1/2' WASHED. FREE.
RESULT OF OVER -PRESSURING SHALL BE CORRECTED AT THE
�
FLOWING ANGULAR STONE CRUSHINGS AND COMPACTED IN
EXPENSE OF THE CONTRACTOR. ALL TERMINAL
6' LAYERS TO HAXIMUM DENSITY.
POINTS SHALL BE CAPPED AND/OR PLUGGED DURING
TEST AND BE AVOIDED WHILE UNDER PRESSURE.
5.4 INSPECTION
NO LINES SHOULD BE BACKFILLED UNTIL TESTED
AND CERTIFIED TIGHT.
5.4.1 DURING TRANSPORTATION, STORAGE AND HANDLING, PIPE
(FRP AND GALVANIZED) CAN RECEIVE ROUGH TREATMENT.
5.8.7 CAUTION - DO NOT OVER PRESSURIZE SYSTEM
BEFORE INSTALLATION ALL PIPE AND FITTINGS SHALL
MAINTAIN SAFETY PRECAUTIONS AT ALL TIMES.
BE CAREFULLY INSPECTED FOR POSSIBLE DAMAGE,
APPLY PRESSURE SLOWLY TO ACHIEVE TEST
ESPECIALLY TO THE TAPER (SPIGOT)OR THREADED ENDS.
PRESSURE AND SLOWLY RELIEVE PRESSURE UPON
¢
PIPE IS NOT TO BE INSTALLED IF THERE IS EVIDENCE
COMPLETION OF TEST.
OF WEAR OR DAMAGE.FIELD ENGINEER OR AUTHORIZED
r" 5.8.8 P T - UPON COMPLETION OF WORK
REPRESENTATIVE WILL REQUIRE ALL DAMAGED PIPE TO BE
(FINISHED CONCRETE AND ASPHALT IN PLACE)AND
REMOVED AND NEW PIPE INSTALLED AT THE EXPENSE OF
PRIOR TO DISPENSING ANY PRODUCT, THE CONTRACTOR
THE CONTRACTOR.
SHALL PROVIDE PRECISION TESTS (PETRO-TITE OR LEAK'
LOKATOR)OF ALL UNDERGROUND TANK AND PIPING SYSTEP'19.
PIECES OF INSTALLED PIPE ARE TO
5.4.2 ANY DAMAGED PI
THESE TESTS SHALL CONSIST OF A FULL SYSTEM TEST
BE REPAIRED CUT OUT AND REPLACED PER
AS WELL AS INDIVIDUAL (30 - 50 P$D LINE TESTS ON PLL
MANUFACTURER'S INSTRUCTIONS. IMPACTED AREAS ARE
DISCHARGE PIPING,ALL TESTS SHALL BE IN ACCORDANCE.
FOUND BY LOOKING FOR LOCALIZED COLOR DIFFERENCES
WITH STANDARD INDUSTRY PRACTICE AND IF APPLICABLE, SHALL
(CALLED 'STAR CRAZES').
CONFORM TO ALL REQUIREMENTS OF THOSE REGULATORY
)
AGENCIES HAVING JURISDICTION. UPON COMPLETION OF THE
5.5 CONNECTIONS
PRECISION TEST, THE CONTRACTOR SHALL SUPPLY TEST
RESULTS AS WELL AS WRITTEN CERTIFICATION OF SYSTEM
5.5.1 ALL PIPE MUST BE CLEAN, FREE OF SAND, DIRT,
TIGHTNESS TO THE ENGINEER.
)
OIL AND GREASE AT CONNECTION ENDS.
9
• JOINT CLEANER SHOULD ALWAYS BE USED SPARINGLY
5.8.9 PRODUCT PRESSURE TEST OF PIPE AND VALVE SYSTEM
AND ONLY WHEN GREASE OR OIL CONTAMINATION IS
• PRESSURIZE SYSTEM WITH RED JACKET PUMP. IT
SUSPECTED. ANYTIME JOINT CLEANER IS USED A
WILL TAKE THE PRESCRIBED AMOUNT OF TIME OF
LIGHT SANDING AFTER USE IS REQUIRED TO
TWO SECONDS FOR THE LEAK DETECTOR TO
GUARANTEE A GOOD BOND.UNLESS GREASE OR OIL
COMPLETE ITS TEST CYCLE IF THERE ARE NO LEAKS,
CONTAMINATION IS SUSPECTED DO NOT USE JOINT
FULL LINE PRESSURE APPROX.26 PSI WILL
CLEANER BEFORE ADHESIVE APPLICATION.A LIGHT
REGISTER ON THE GAUGE.
SANDING OF NEW PIPE AND FITTINGS IS NORMALLY
SUFFICIENT FOR A GOOD BOND.
• SEE MANUFACTURER'S INSTRUCTIONS FOR COMPLETE
DESCRIPTION OF TEST PROCEDURES FOR PRODUCT PIPE,
LEAK DETECTOR,CHECK VALVE,SEALS AND DISPENSER
a
COMPONENTS.
GENERAL NOTES
5.9 INSPECTION AND GUARANTEE
1. CONTRACTOR SHALL VERIFY THAT VENT AND VAPOR LINES ARE NOT TRAPPED
5.9.1 THE OWNER'S FIELD ENGINEER OR AUTHORIZED
s
AND HAVE PROPER SLOPE.
REPRESENTATIVE MUST VERIFY THAT ALL WORK IS IN
ACCORDANCE WITH THE FOREGOING, BEFORE
2. VAPOR RECOVERY MANIFOLD SHALL BE INSTALLED PLUMB AND LEVEL.
APPROVING ANY PAYMENT FOR THIS WORK.
1
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5.9.2 THE CONTRACTOR SHALL GUARANTEE HIS WORK FOR
3. SUPPORT MANIFOLD ON CONCRETE BLOCKS (REMOVE DURING BACKFILLING).
ONE YEAR (FROM DATE OF ACCEPTANCE BY OWNER'S
ENGINEER) AGAINST FAULTY WORKMANSHIP AND/OR
4. USE THREAD SEALING COMPOUND ON ALL MANIFOLD CONNECTIONS, SEE
DEFECTIVE MATERIALS, MAKING AT HIS EXPENSE,
PIPE SPEC. ABOVE, SECTION 5.1.
ALL NECESSARY REPAIRS DURING THIS ONE YEAR
GUARANTEE PERIOD IF DUE TO FAULTY WORKMANSHIP
t
5. DO NOT ALLOW THREAD SEALING COMPOUND TO ENTER MANIFOLD.
AND/OR DEFECTIVE MATERIALS.
6. VALVES SHALL BE SEATED PROPERLY IN MANIFOLD, MALE THREADS TO BE
COATED WITH AN ANTI -SEIZE COMPOUND, IE. 'COP-GRAF' (GRAPHITE/
COPPER BASE) OR 'NEVER-SEZZ' (GRAPHITE BASE).
7. DIESEL AND KEROSENE TANKS REQUIRE SPILL CONTAINMENT MANHOLE
AT FILL AND FLOAT VENT VALVE & EXTRACTOR
ASSEMBLY W/4" X 2' TEE AT VENT.
a
MODIFIED PRECISION TEST. ADDED KOPPERS PRIMER
CB
4
4/88
ELIMINATE SAND BACKFILL,ADDED FG ISOLATING FITTING
L
�^�
,
REFERENCE DRAWINGS
BETWEEN FLEX CONNECTOR AND SUB. PUMP (DET. 'H*)
CAD
GALV. SWING JOINT e VENT CONNECTIONS,
4-501 EXTERIOR CONCRETE DETAILS3
0/86
FLEX CONNECTOR 0 SUB. PUMP, SPILL CONTAINMENT
CAD
3-413 FIBERGLASS TANKS AND DETAILS - DOUBLE WALL TANKS
MH & FLOAT VENT VALVE 0 KERO & DIESEL TKS.{
3-415 STD. FIBERGLASS PIPING DETAILS & MATERIAL
2
7/85
APPROVED PRECISION TANK TESTS: ,,
CAD
SCHEDULE - DOUBLE WALL TANKS
3-419 DOUBLE - WALL PIPING DETAILS
LEAK LOKATOR AND PETRO TITE
9f
DETAIL 'H'; ADD 'PRECISION' TEST,
r,� ,
1
4/86
USE KOPPERS 300M BITUVASTIC COATING
CAD
,
LQ/1f
��^�,
REV.
N0,
DATE
REVtS!ONS
MADE
BY
CNr D.
6 f
kPFV'0.
SUN REFINING & MARKETING COMPANY
Facilities & Dis(rihution Department
Philadelphia, PA
[
OF
STANDARD FIBERGLASS PIPING DETAILS
TERRY� h & SPECIFICATIONS DOUBLE WALL: TANKS
O GISTERtiQ _ DRAWN CAD MANAGERS APPROVAL DRAWING NUMBER
R -V. NO.
�FSSlNNAL E� ctaECKEo LRY r� )
Dt''E j t'
(Y1 ,f � ,
2-)4-$4
SCALE AS NOTED