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SECTION: WETWELL REHAB SECTION
SCALE: N. T. S
JOINT DETAIL
FRP BASE LINER
HDPE/PP TO FRP TRANSITIONSTRIP
SCALE: N.T.S
PP/HDPE WALL LINER
CAP STRIP & EXTRUSION WELD
ALL JOINTS WELDEDWITH CAP STRIPS
B.O.L. 4488.1'
LINK SEALLS-475
PREDL SLEEVE(DONUT)
PREDL WALLLINER GROUT
LEAD PUMP OFF4490.9
EXISTING 15" INLETIE 4497.4
PIPE PENETRATION REHAB DETAIL
SCALE: N. T. S
B.O.W.W. 4487.4'
RESIN SPRAYED EPS POURING SUPPORT FOR BASE
SCALE: N. T. S
EG 4508'
EXISTING PIPE
EXTRUSION WELDALL AROUND
EXISTING 6"OUTLET (QTY 3)
6" OUTLET INVERT4505.00
systems
DRAWN BY: DATE DRAWN:
NOTES:
SPECIFIED FOR:
PROJECT DESCRIPTION:
DRAWING DESCRIPTION:
REV NO DATE/DESCRIPTION
7520 Conrad StreetBurnaby, B.C. V5A 2H7
Phone : 604 415-9944Fax : 604 415-9954
SILVER STATE RIVERSTATION 114" WET WELL REHAB
BATTLE MOUNTAINLANDER COUNTY
Nevada
HUNEWILL CONSTRUCTION
DJS APR-22-2016
1 2/06/2016
2 16/08/2016
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
DWG NO:
SCALE: REV NO:
CLIENTS JOB NUMBER:
214756-1
AS NOTED 2
SPECIFICATIONS1.THIS DRAWING REPRESENTS THE CONCRETE PROTECTIVE LINER DESIGN. ALL
CONCRETE DIMENSIONS TO BE VERIFIED FROM THE CONTRACTOR OR PRECASTCONCRETE MANUFACTURER.
2. ALL "PIPE TO MANHOLE" CONNECTIONS SHALL HAVE GASKETS AS SHOWN IN THEDRAWINGS UNLESS OTHERWISE NOTED.
3. ALL PIPE GASKETS SHALL BE INSTALLED USING THE MANDREL RECOMMENDED BYTHE GASKET MANUFACTURER.
4. ONLY PREDL CERTIFIED WELDERS AND FABRICATORS ARE AUTHORIZED TOFABRICATE, REPAIR, WELD, OR TEST THE BASELINER, TELESCOPIC ACCESS COLLAR,AND WALL LINERS.
5. ALL LINER SECTIONS SHALL BE WELDED TOGETHER AS PER THE MANUFACTURERINSTRUCTIONS UNLESS OTHERWISE NOTED.
6. LINER IS NOT TO BE COMPROMISED BY DRILLING OR PUNCTURING UNLESS SPECIFIEDAND APPROVED BY PREDL LINER MANUFACTURER. PERFORATION OF LINER TOINSTALL LADDER RUNGS IS NOT RECOMMENDED.
7. PREDL CONCRETE PROTECTIVE LINER (CPL) IS A NON-STRUCTURAL ELEMENT. ALLPRECAST CONCRETE SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED INACCORDANCE WITH LOCAL STANDARDS PRIOR TO FINAL INSTALLATION ANDTESTING OF CPL.
8. MMCD PLATINUM (2009) SECTION 33 44 01 MANHOLES AND CATCHBASINS IS THERECOGNIZED STANDARD IN BRITISH COLUMBIA FOR PRECAST MANHOLES.
9. ROUND MANHOLE STRUCTURES TYPICALLY DESIGNED TO ASTM C478. NON-ROUNDMANHOLE STRUCTURES TYPICALLY DESIGNED TO ASTM C913.
10. PRECAST CONCRETE STRUCTURE WITH INTEGRAL PREDL CPL TO BE VACUUMTESTED IN ACCORDANCE WITH ASTM C1244 PRIOR TO FINAL INSTALLATION ANDTESTING OF CPL.
11. FRP TURNBACK JOINTS ARE AN ALTERNATIVE TO FIELD WELDED JOINTS. FIELDWELDED JOINTS OFFER SUPERIOR PROTECTION OF CONCRETE FROM H2S RELATEDCORROSION AND GROUND WATER INFILTRATION.
PREDL CONCRETE PROTECTIVE LINER INSTALLATION INSTRUCTIONS1. DOCUMENTATION OF SUCCESSFUL COMPLETION OF ASTM C1244 REQUIRED PRIOR TO
ON-SITE FABRICATION, REPAIR, WELDING OR TESTING OF PREDL CPL.2. MANHOLE STRUCTURE INTERIOR MUST BE CLEAN, DRY AND MINIMUM 10° C (50° F)
PRIOR TO ON-SITE FABRICATION, REPAIR, WELDING OR TESTING OF PREDL CPL.3. ALL CONFINED SPACE EQUIPMENT, PROCEDURES AND PERSONNEL CERTIFICATIONS
ARE MANDATORY IN ACCORDANCE TO WORKSAFE BC OR EQUIVALENT GOVERNINGBODY STANDARDS.
4. PREDL TECHNICIAN ONLY ENTERS THE MANHOLE FOR INSPECTION, WELDING ANDTESTING.
5. **FOR REHABILITATION OF EXISTING STRUCTURE, CONTRACTOR IS RESPONSIBLEFOR: REMOVAL OF EXISTING LADDER RUNGS, WASHING OF EXPOSED STRUCTUREWALLS, PROVIDING INTERNAL SHORING, INSTALLING PREDL CONCRETE PROTECTIVELINER (CPL), GROUTING ANNULAR SPACE BETWEEN CPL AND EXISTING STRUCTURE,WIRE MESH REBAR INSTALLATION, EXCAVATION AND ANY/ALL ADDITIONALREQUIRED WORK TO BE PERFORMED BY THE CONTRACTOR.
6. PREDL'S ROLE IS LIMITED TO PROVIDE INSTALLATION ADVISE, FIELD WELDING,TESTING AND ANY/ALL STEPS REQUIRED TO ASSURE THE LINER'S PERFORMANCEARE MET. PREDL IS NOT A PRIME CONTRACTOR OR SUBCONTRACTOR TO THISPROJECT.
7. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF ALL JOB SITE WORKERS ATALL TIMES.
8. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL CONFINED SPACE EQUIPMENTUNLESS OTHERWISE NOTED.
9. AFTER PREDL TECHNICIAN COMPLETES THE FIELD WELDING, ALL WELDED SEAMSSHALL BE SPARK TESTED IN ACCORDANCE WITH SPARK TEST MANUFACTURER'SINSTRUCTIONS.
10. WRITTEN VERIFICATION TO BE PROVIDED BY PREDL CERTIFIED WELDER THAT ALLWELDED SEAMS SPARK TESTED AT 25,000V.
11. CAP STRIP JOINT WELD REQUIRED WHEN LINED BARREL SECTION JOINT GAPS IS INEXCESS OF 3MM (1/8TH INCH) OR WHEN BARREL SECTIONS MISALIGNMENT ISGREATER THAN 3MM (1/8TH INCH).
12. DIRECT SEAM WELD ACCEPTABLE WITH LINED BARREL SECTION JOINT GAPS 3MM(1/8TH INCH) OR LESS.
13. TELESCOPIC ACCESS COLLAR (TAC) MUST BE INSTALLED WITH PREDL TAC GASKETAND IN ACCORDANCE WITH INSTALLATION GUIDE.WWW.PREDLSYSTEMS.COM/WP-CONTENT/UPLOADS/2015/06/PREDL-SYSTEMS-TAC.pdf
14. FLAT TOP LID TO BE FILLET WELDED TO RISER SECTION, NO CAP STRIP REQUIREDUNLESS OTHERWISE NOTED.
15. UPON COMPLETION, PREDL CERTIFIED WELDER TO PROVIDE WRITTEN VERIFICATIONALL ON-SITE FABRICATION, REPAIR AND WELDING PERFORMED IN ACCORDANCE.
1219[48.00"]
1524[60.00"]
1829[72.00"]
1707[67.20"]
76[3.00"]
APPROVED BY CLIENT FOR PRODUCTIONAFTER CLOSE REVIEW OF ALL DIMENSIONS AND NOTES ON THESE DRAWINGS I AM SATISFIEDTHE INFORMATION I HAVE REVIEWED HERE IS IN COMPLIANCE WITH INFORMATION WESUPPLIED.
SIGNATURE: NAME: DATE:
Typical Physical Properties
( For components ) Comp.A Comp.B
Viscosity, cps Brookfield L.V.F.Spindle #2 @ 30 RPM
200 400 - 600
Specific gravity ASTM D-1638 1.20 1.15
Weight per gal. Lbs. 10.00 9.58Colour Dark Brown Light BrownVisualStyrene monomercontent
20 % in systemASTM D-1638 1.20 1.15
by weight 31 69Mix ratio
TESTING METHOD RESULTS ( 0% glass )( For cured material )
TESTING METHOD
ASTM D-638 13,000Tensile strength, psi
ASTM D-638 450,000Tensile modulus, psi
ASTM D-790 28,000Flexural strength, psi
ASTM D-790 400,000Flexural modulus, psi
ASTM D-648 160° FHeat distortion temp.
ASTM D-638 4Elongation, %
42Barcol hardness
85Shore D hardness
ASTM D-2566-88 85Linear shrinkage, %
REACTIVITY DATA ( 100 gram mass @ 74° F )
10 - 15 min.Demold time
120 - 180 secondsGel time
PERFORMANCE CHARACTERISTICS
Fiber wetting
Sagging / Draining
Fabricating Method
excellent
minimal
All room temperature methods
Fiberglass Reinforced Polymer (FRP)
TestingMethod Unit
ISO 1183(ASTM D 792)
g/cm3
ISO 1133(ASTM D 1238)
g/10 min.
EN ISO 14632 %
ISO 527 2N/mm
ISO 527 %
ISO 527 %
ISO 178 MPa
DIN 4102/part 1UL 94
DIN 4102/(ASTM D 257)
N/mm
SKZ testdirectives t/m 2
°C°F
Ohm
Typical ValuesPPR ConcreteProtective liner
0.90
0.27
(230/2, 16)
(90°C/ 1.5h)
<3
20
12
250
800
B294-HB
X
>42
90194
Polypropylene (PP-C & PP-R)
Property
Density
Melt FlowRate
Heat Reversion
Dimensional
Tensile Stressat Yield
Elongationat Yield
Elongationat Break
FlexuralModulus
FIRECLASSIFICATION
SurfaceResistivity
Resistane topull-out (Corprotect only)
RecommendedMaximumWorkingTemperature
Stability
1219 [48.00"]
2835[111.60"]
JOINT DETAIL ACAP STRIP
3MMPOLYPROPYLENECORE PROTECT
3" TO 4" WIDE PP CAP STRIPEXTRUSION WELDEDTOP AND BOTTOM
BUTYL SEALANT
STANDARD FLEXIBLEJOINT GASKET
3" TO 4" WIDE PP CAP STRIPEXTRUSION WELDED TOP
AND BOTTOM
3MMPOLYPROPYLENECORE PROTECT
JOINT DETAIL BCAP STRIP
3505[138.00"]
3048 [120.00"]
2896 [114.00"]
3505[138.00"]
11' X 11' X 12" CONCRETE LIDTOP OF LID ABOVE FGBY OTHER
48" X 72" ALUM. ACCESS HATCHBY OTHERS
SEE JOINT DETAIL B
SEE JOINT DETAIL A
CORPROTECT PPWALL LINER
FRP BASE
2896[114.00"]
NOTE: THIS DRAWING WAS CREATED AS PER DAY ENGINEERINGDRAWING#C17 (FEBRUARY 2016)
468[18.42"]
305 [12.00"]
1006 [39.60"]45°
45°
203 [8.00"]
link sealls-475
link sealls-315 (by others)
230 [9"]
229 [9.00"] CHAMFERED CORNERS 9"x9"
HEIGHT CLARIFICATION REQ'D
LINER SUPPORT
WALL LINERPOURING SUPPORT
SCALE : N.T.S.
HOLES TO BE CUT ON SITEWELD PP PIPE SLEEVES
PUMP HOLES TO BE DRILLED ONSITE (USE SEALANT AFTER)
626[24.64"]
2438[96.00"]
203[8.00"]
1219[48.00"]
838[33.00"]
229[9.00"]
CONTRACTOR MIGHT REQUIRE TO JACKHAMMER THE EXISTING CONCRETE BASE
76 [3.00"]
137 [5.40"]
NOTE: PIPE PENETRATION HOLES TO BE CUT ON SITE,WELD PP PIPE SLEEVES ON SITE
EXISTING PIPELINK SEAL
PREDL SLEEVE(DONUT)
PREDL WALLLINER
EXTRUSION WELDALL AROUND
GROUT
FG 4513.8'
B.O.W.W. 4494.3'
B.O.L. 4495.1'
EXISTING 8" INLETIE 4502.3
JOINT DETAIL
FRP BASE LINER
HDPE/PP TO FRP TRANSITIONSTRIP
SCALE: N.T.S
PP/HDPE WALL LINER
CAP STRIP & EXTRUSION WELD
EXISTING 8"OVERFLOWIE 4510.5
EXISTING 4" LATERALIE 4510.8
SECTION: WETWELL REHAB SECTION
SCALE: N. T. S
PIPE PENETRATION REHAB DETAIL
SCALE: N. T. S
RESIN SPRAYED EPS POURING SUPPORT FOR BASESCALE: N. T. S
EXISTING 8" INLETIE 4502.3
EXISTING 4"PUMP DISCHARGE
EXISTING 4"PIPE & TRAP
SY
RA
CU
SE
C
AS
TIN
GS
SY
RA
CU
SE
C
AS
TIN
GS
systems
DRAWN BY: DATE DRAWN:
NOTES:
SPECIFIED FOR:
PROJECT DESCRIPTION:
DRAWING DESCRIPTION:
REV NO DATE/DESCRIPTION
7520 Conrad StreetBurnaby, B.C. V5A 2H7
Phone : 604 415-9944Fax : 604 415-9954
ECHO BAY SEWER LIFTSTATION 66"WET WELL REHAB
BATTLE MOUNTAINLANDER COUNTY
Nevada
HUNEWILL CONSTRUCTION
DJS APR-22-2016
-
-
- -
- -
- -
- -
- -
- -
- -
- -
- -
- -
LINER SUPPORT
2X4 SHORTS/SPRAYED EPSFORM RING (IF REQ'D)
WALL LINER POURING SUPPORTSCALE : N.T.S.
DWG NO:
SCALE: REV NO:
CLIENTS JOB NUMBER:
214756-2
AS NOTED 0
SPECIFICATIONS1.THIS DRAWING REPRESENTS THE CONCRETE PROTECTIVE LINER DESIGN. ALL
CONCRETE DIMENSIONS TO BE VERIFIED FROM THE CONTRACTOR OR PRECASTCONCRETE MANUFACTURER.
2. ALL "PIPE TO MANHOLE" CONNECTIONS SHALL HAVE GASKETS AS SHOWN IN THEDRAWINGS UNLESS OTHERWISE NOTED.
3. ALL PIPE GASKETS SHALL BE INSTALLED USING THE MANDREL RECOMMENDED BYTHE GASKET MANUFACTURER.
4. ONLY PREDL CERTIFIED WELDERS AND FABRICATORS ARE AUTHORIZED TOFABRICATE, REPAIR, WELD, OR TEST THE BASELINER, TELESCOPIC ACCESS COLLAR,AND WALL LINERS.
5. ALL LINER SECTIONS SHALL BE WELDED TOGETHER AS PER THE MANUFACTURERINSTRUCTIONS UNLESS OTHERWISE NOTED.
6. LINER IS NOT TO BE COMPROMISED BY DRILLING OR PUNCTURING UNLESS SPECIFIEDAND APPROVED BY PREDL LINER MANUFACTURER. PERFORATION OF LINER TOINSTALL LADDER RUNGS IS NOT RECOMMENDED.
7. PREDL CONCRETE PROTECTIVE LINER (CPL) IS A NON-STRUCTURAL ELEMENT. ALLPRECAST CONCRETE SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED INACCORDANCE WITH LOCAL STANDARDS PRIOR TO FINAL INSTALLATION ANDTESTING OF CPL.
8. MMCD PLATINUM (2009) SECTION 33 44 01 MANHOLES AND CATCHBASINS IS THERECOGNIZED STANDARD IN BRITISH COLUMBIA FOR PRECAST MANHOLES.
9. ROUND MANHOLE STRUCTURES TYPICALLY DESIGNED TO ASTM C478. NON-ROUNDMANHOLE STRUCTURES TYPICALLY DESIGNED TO ASTM C913.
10. PRECAST CONCRETE STRUCTURE WITH INTEGRAL PREDL CPL TO BE VACUUMTESTED IN ACCORDANCE WITH ASTM C1244 PRIOR TO FINAL INSTALLATION ANDTESTING OF CPL.
11. FRP TURNBACK JOINTS ARE AN ALTERNATIVE TO FIELD WELDED JOINTS. FIELDWELDED JOINTS OFFER SUPERIOR PROTECTION OF CONCRETE FROM H2S RELATEDCORROSION AND GROUND WATER INFILTRATION.
PREDL CONCRETE PROTECTIVE LINER INSTALLATION INSTRUCTIONS1. DOCUMENTATION OF SUCCESSFUL COMPLETION OF ASTM C1244 REQUIRED PRIOR TO
ON-SITE FABRICATION, REPAIR, WELDING OR TESTING OF PREDL CPL.2. MANHOLE STRUCTURE INTERIOR MUST BE CLEAN, DRY AND MINIMUM 10° C (50° F)
PRIOR TO ON-SITE FABRICATION, REPAIR, WELDING OR TESTING OF PREDL CPL.3. ALL CONFINED SPACE EQUIPMENT, PROCEDURES AND PERSONNEL CERTIFICATIONS
ARE MANDATORY IN ACCORDANCE TO WORKSAFE BC OR EQUIVALENT GOVERNINGBODY STANDARDS.
4. PREDL TECHNICIAN ONLY ENTERS THE MANHOLE FOR INSPECTION, WELDING ANDTESTING.
5. **FOR REHABILITATION OF EXISTING STRUCTURE, CONTRACTOR IS RESPONSIBLEFOR: REMOVAL OF EXISTING LADDER RUNGS, WASHING OF EXPOSED STRUCTUREWALLS, PROVIDING INTERNAL SHORING, INSTALLING PREDL CONCRETE PROTECTIVELINER (CPL), GROUTING ANNULAR SPACE BETWEEN CPL AND EXISTING STRUCTURE,WIRE MESH REBAR INSTALLATION, EXCAVATION AND ANY/ALL ADDITIONALREQUIRED WORK TO BE PERFORMED BY THE CONTRACTOR.
6. PREDL'S ROLE IS LIMITED TO PROVIDE INSTALLATION ADVISE, FIELD WELDING,TESTING AND ANY/ALL STEPS REQUIRED TO ASSURE THE LINER'S PERFORMANCEARE MET. PREDL IS NOT A PRIME CONTRACTOR OR SUBCONTRACTOR TO THISPROJECT.
7. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF ALL JOB SITE WORKERS ATALL TIMES.
8. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL CONFINED SPACE EQUIPMENTUNLESS OTHERWISE NOTED.
9. AFTER PREDL TECHNICIAN COMPLETES THE FIELD WELDING, ALL WELDED SEAMSSHALL BE SPARK TESTED IN ACCORDANCE WITH SPARK TEST MANUFACTURER'SINSTRUCTIONS.
10. WRITTEN VERIFICATION TO BE PROVIDED BY PREDL CERTIFIED WELDER THAT ALLWELDED SEAMS SPARK TESTED AT 25,000V.
11. CAP STRIP JOINT WELD REQUIRED WHEN LINED BARREL SECTION JOINT GAPS IS INEXCESS OF 3MM (1/8TH INCH) OR WHEN BARREL SECTIONS MISALIGNMENT ISGREATER THAN 3MM (1/8TH INCH).
12. DIRECT SEAM WELD ACCEPTABLE WITH LINED BARREL SECTION JOINT GAPS 3MM(1/8TH INCH) OR LESS.
13. TELESCOPIC ACCESS COLLAR (TAC) MUST BE INSTALLED WITH PREDL TAC GASKETAND IN ACCORDANCE WITH INSTALLATION GUIDE.WWW.PREDLSYSTEMS.COM/WP-CONTENT/UPLOADS/2015/06/PREDL-SYSTEMS-TAC.pdf
14. FLAT TOP LID TO BE FILLET WELDED TO RISER SECTION, NO CAP STRIP REQUIREDUNLESS OTHERWISE NOTED.
15. UPON COMPLETION, PREDL CERTIFIED WELDER TO PROVIDE WRITTEN VERIFICATIONALL ON-SITE FABRICATION, REPAIR AND WELDING PERFORMED IN ACCORDANCE.
FRP BASE
3505[138.00"]
11'-6" X 11'-6" X 12" CONCRETELID TOP OF LID ABOVE FG
BY OTHER
APPROVED BY CLIENT FOR PRODUCTIONAFTER CLOSE REVIEW OF ALL DIMENSIONS AND NOTES ON THESE DRAWINGS I AM SATISFIEDTHE INFORMATION I HAVE REVIEWED HERE IS IN COMPLIANCE WITH INFORMATION WESUPPLIED.
SIGNATURE: NAME: DATE:
Typical Physical Properties
( For components ) Comp.A Comp.B
Viscosity, cps Brookfield L.V.F.Spindle #2 @ 30 RPM
200 400 - 600
Specific gravity ASTM D-1638 1.20 1.15
Weight per gal. Lbs. 10.00 9.58Colour Dark Brown Light BrownVisualStyrene monomercontent
20 % in systemASTM D-1638 1.20 1.15
by weight 31 69Mix ratio
TESTING METHOD RESULTS ( 0% glass )( For cured material )
TESTING METHOD
ASTM D-638 13,000Tensile strength, psi
ASTM D-638 450,000Tensile modulus, psi
ASTM D-790 28,000Flexural strength, psi
ASTM D-790 400,000Flexural modulus, psi
ASTM D-648 160° FHeat distortion temp.
ASTM D-638 4Elongation, %
42Barcol hardness
85Shore D hardness
ASTM D-2566-88 85Linear shrinkage, %
REACTIVITY DATA ( 100 gram mass @ 74° F )
10 - 15 min.Demold time
120 - 180 secondsGel time
PERFORMANCE CHARACTERISTICS
Fiber wetting
Sagging / Draining
Fabricating Method
excellent
minimal
All room temperature methods
Fiberglass Reinforced Polymer (FRP)TestingMethod Unit
ISO 1183(ASTM D 792)
g/cm3
ISO 1133(ASTM D 1238)
g/10 min.
EN ISO 14632 %
ISO 527 2N/mm
ISO 527 %
ISO 527 %
ISO 178 MPa
DIN 4102/part 1UL 94
DIN 4102/(ASTM D 257)
N/mm
SKZ testdirectives t/m 2
°C°F
Ohm
Typical ValuesPPR ConcreteProtective liner
0.90
0.27
(230/2, 16)
(90°C/ 1.5h)
<3
20
12
250
800
B294-HB
X
>42
90194
Polypropylene (PP-C & PP-R)
Property
Density
Melt FlowRate
Heat Reversion
Dimensional
Tensile Stressat Yield
Elongationat Yield
Elongationat Break
FlexuralModulus
FIRECLASSIFICATION
SurfaceResistivity
Resistane topull-out (Corprotect only)
RecommendedMaximumWorkingTemperature
Stability
SEE JOINTDETAIL B
SEE JOINT DETAIL A
JOINT DETAIL ACAP STRIP
3MMPOLYPROPYLENECORE PROTECT
3" TO 4" WIDE PP CAP STRIPEXTRUSION WELDEDTOP AND BOTTOM
BUTYL SEALANT
STANDARD FLEXIBLEJOINT GASKET
3" TO 4" WIDE PP CAP STRIPEXTRUSION WELDED TOP
AND BOTTOM
3MMPOLYPROPYLENECORE PROTECT
JOINT DETAIL BCAP STRIP
1162[45.75"]
48" X 72" ALUM. ACCESS HATCHBY OTHERS
3505 [138.00"]
1295[51.00"]
457[18.00"]
457 [18.00"]
279[11.00"]
371[14.59"]
305 [12.00"]
CORPROTECT PPWALL LINER
1219[48.00"]
1524[60.00"]
1524[60.00"]
1554[61.18"]
2195 [86.40"]
91 [3.60"]
4694 [184.80"]
55°55°
1451[57.14"]
726[28.57"]
258 [10.15"]
148[5.81"]
258 [10.16"]258
[10.16"]
148 [5.81"]
148 [5.81"]
link sealls-315
link sealls-325
link sealls-325
link sealls-325
link sealls-315
NOTE: THIS DRAWING WAS CREATED AS PER DAY ENGINEERINGDRAWING#C17 (FEBRUARY 2016)
1676[66.00"]
install pp weld strips on theexposed areas beneath the hatch
(tbd)
185 [7.29"]
PUMP HOLES TO BEDRILLED ON SITE
top related