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