AMEND 0004 BA-474976-P964-DRAWINGS r.pdf

PDF 9 MB Posted Feb 24, 2021

Attached to: Amendment 0004 - Construction of P-964 Shore to Ship Utilities, Bahrain
Solicitation number: W31R
Issued by: Department of the Army Corps of Engineers Engineering District Middle East

About this file

Written by GovTribe AI · Dec 28, 2023

This federal solicitation seeks proposals to construct shore-to-ship utility systems at Naval Support Activity Bahrain to support littoral combat ships and other visiting U.S. naval vessels. Key requirements include building hotel service stations along the waterfront for utility connections to ships, an electrical distribution system with generators and converters, an addition to the Consolidated Utility Building for a third reverse osmosis water treatment system and chemical storage, and a high-bay storage facility for utility equipment and materials. Additional scope comprises site work like paving, equipment pads, and a backup generator enclosure. The project also provides potable water distribution, sanitary sewer systems, industrial waste connections, and advanced water metering. The solicitation was amended four times with the latest changing the proposal due date to an unspecified future date. The Army Corps of Engineers Middle East District oversees the contract.

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Other files

File	Type	Posted
AMEND 0004 P964 Specifications 22 Feb 21.pdf	PDF	Feb 24, 2021
W912ER21R0001 Amendment 0004.pdf	PDF	Feb 24, 2021
AMEND 0004 Proposal Schedule 22 Feb 21.pdf	PDF	Feb 24, 2021
AMEND 0004 P964 Cost Breakdown 22 Feb 21.pdf	PDF	Feb 24, 2021

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2.M CHAIN-LINK FENCE WITH BARBED WIRE AND CONCERTINA ON TOP

2.0M CHAIN-LINK FENCEWITH BARBED WIRE ON TOP

SEMI-PERMANENT

STRUCTURE

SEMI-PERMANENT

STRUCTURE

LOD

N 2898483.716 E 461872.732

N 2898501.115 E 461855.437

N 2898544.014 E 461898.592

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SFSF

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N 2898761.296 E 461627.618

N 2898755.185 E 461593.675

N 2898759.948 E 461626.263

N 2898763.334 E 461625.592

N 2898773.516 E 461635.834

N 2898757.838 E 461631.055

N 2898762.447 E 461635.692

N 2898770.055 E 461639.267

N 2898777.451 E 461632.071

N 2898778.608 E 461633.038

N 2898790.639 E 461646.372

N 2898788.196 E 461656.657

N 2898795.524 E 461611.046 N 2898811.643

E 461627.602

N 2898804.742 E 461634.353

N 2898794.028 E 461617.894

N 2898793.368 E 461624.82

N 2898797.15 E 461621.055

N 2898779.401 E 461647.786

N 2898757.186 E 461652.06

N 2898751.049 E 461658.165

N 2898750.883 E 461663.307

N 2898754.711 E 461659.497

N 2898753.328 E 461669.552

N 2898749.908 E 461672.948

N 2898788.027 E 461704.302

N 2898790.599 E 461706.903

N 2898816.564 E 461702.169

N 2898815.654 E 461703.067

N 2898812.811 E 461715.818

N 2898817.244 E 461720.569

N 2898808.591 E 461709.003

N 2898807.689 E 461709.848

N 2898753.414 E 461648.224

N 2898747.125 E 461654.488

N 2898764.289 E 461687.607 N 2898765.7 E 461689.024

N 2898791.574 E 461715.039

N 2898793.958 E 461717.118

N 2898745.241 E 461668.96

N 2898761.481 E 461684.784

N 2898772.52 E 461695.882

N 2898833.641 E 461663.329

N 2898842.624 E 461672.439

N 2898833.808 E 461664.189 N 2898841.796

E 461672.104

N 2898777.283 E 461645.656

N 2898783.271 E 461639.67

N 2898751.783 E 461579.861 N 2898754.957 E 461583.041

N 2898752.206 E 461585.784

N 2898749.003 E 461582.569 N 2898749.93 E 461583.498

N 2898754.145 E 461602.602 N 2898754.422 E 461605.005

N 2898755.421 E 461613.67

N 2898754.888 E 461609.049

N 2898758.853 E 461624.077

N 2898752.216 E 461604.476

N 2898801.83 E 461712.452

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

N N

C R

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US Army Corps of Engineers ®

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN METERS.

E $P

-4

T P.

O .B

O X

C H

R , V

-1

AMENDMENT 0003

2E R

SHEETNUMBER SHEETCOUNTCUSTOM1

4, S H

O R

S H

N A

N D

C U

D S

CD011

O R

U M

E BA

-4

6- -C

1X D

-0 3.

dw g

W A

D M

GENERAL SHEET NOTES

SHEET KEYNOTES (CON'T)

27. EXISTING OUTFLOW FROM RO TRAIN TO TREATED WATER STORAGE

TANK, NOT SURVEYED. FIELD VERIFY LOCATION AND DEPTH. REMOVE

PORTION TO ALLOW FOR CUB ADDITION

28. EXISTING INFLOW PIPE FROM RAW WATER TANK, NOT SURVEYED.

FIELD VERIFY LOCATION AND DEPTH.REMOVE PORTION TO ALLOW

FOR CUB ADDITION

29. DEMOLISH EXISTING ELECTRIC DUCT BANK AND MANHOLE NOT

SURVEYED.

30. REMOVE REINFORCED MASONRY WALL INCLUDING LIGHTING,

CONDUIT, SECURITY CAMERAS, AND FOOTING FULL DEPTH

31. SAWCUT EXISTING DUCT BANK AND RETAIN IN PLACE FOR FUTURE

REUSE.

GRAPHIC SCALE

DIM. NOTE & NORTH

KEYPLAN

CUB

A B C

H I J K L M

SFUS

MATCHLINE

SEE CD017

MATCHLINE

SEE CD012

MATCHLINE

SEE CD020

C H

E C

MATCHLINE

SEE CD021

A1 DEMOLITION AND EROSION CONTROL PLAN - SFUS BUILDING

SCALE: 1:250

D1 SCALE: 1:250

DEMOLITION AND EROSION

CONTROL PLAN - CUB BUILDING

SHEET KEYNOTES

1. PROJECT LIMITS

2. SAWCUT AND REMOVE CONCRETE CURB

3. SAWCUT AND REMOVE CONCRETE PAVEMENT, SEE

CU701-CU729 FOR PAVEMENT REPLACEMENT

4. SAWCUT AND REMOVE ASPHALT PAVEMENT, SEE

CU701-CU729 FOR PAVEMENT REPLACEMENT

5. REMOVE SIDEWALK PAVERS

6. TEMPORARY SOIL STOCKPILE

7. SILT FENCE, SEE A7/CD501

8. INLET PROTECTION. A1/CD501

9. GRAVEL CONSTRUCTION ENTRANCE / EXIT

10. REMOVE EXISTING SANITARY SEWER LINE

11. REMOVE 20 L/S PUMP

12. REMOVE CONCRETE WHEEL STOPS (16)

13. REMOVE CONCRETE FOUNDATIONS

14. REMOVE LIGHT POLE AND FOUNDATION

15. COORDINATE REMOVAL OF SEMI-PERMANENT STRUCTURE

WITH COR. GOVERNMENT TO REMOVE SEMI-PERMANENT

STRUCTURES

16. PROTECT RADAR TOWER AND ALL ASSOCIATED EQUIPMENT

17. RELOCATE REJECT WATER HANDHOLE. SEE CU402 FOR NEW

LOCATION

18. REMOVE UNKNOWN UTILITY MANHOLE, CONTRACTOR TO

VERIFY MANHOLE IS ABANDONED PRIOR TO REMOVAL

19. CAP AND REMOVE EXISTING WATER LINE

20. MILL AND REPAVE AC PAVEMENT, 50 mm

21. REMOVE PARKING SIGN

22. PROTECT EXISTING LIGHT POLE TO REMAIN

23. REMOVE FENCING

24. TEMPORARY CONSTRUCTION FENCE, SEE E1/CD501

25. NSA I 11kV TIE BID OPTION

26. IF NSA I 11kV TIE BID OPTION IS NOT ACCEPTED, MILL AND REPAVE AC PAVEMENT, 50 mm

PLAN NORTH

1:250

25m5m 20m15m10m0m

A. SEE C-001 FOR GENERAL NOTES AND LEGEND

B. SEE CS101-CS102 FOR LAYOUT INFORMATION.

C. SEE CU401-CU402 FOR UTILITY INFORMATION

D. INSTALL INITIAL PERIMETER EROSION AND SEDIMENTATION

CONTROLS PRIOR TO START OF MAIN DEMOLITION AND

GRADING ACTIVITIES. COORDINATE INSTALLATION OF NEW

CONTROLS AND SEQUENCING WITH INITIAL CONTROLS TO

ENSURE ADEQUATE TREATMENT.

3 3 3

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XXXX XXXXXXXX CP

2.M CHAIN-LINK FENCE WITH BARBED WIRE AND CONCERTINA ON TOP 2.M CHAIN-LINK FENCE WITH BARBED WIRE AND CONCERTINA ON TOP

C H

-L

N C

E W

E O

N T

O P

LOD

LOD LOD LOD LOD LOD LOD LOD

LOD LOD LOD LOD LOD

LOD

N 2898883.056 E 462124.275

N 2898879.845 E 462121.057

N 2898800.083 E 462200.176

N 2898800.78 E 462200.878

N 2898800.146 E 462201.511

N 2898799.447 E 462200.807

N 2898826.408 E 462169.133

N 2898819.972 E 462162.659

N 2898822.863 E 462172.657

N 2898816.889 E 462166.647

N 2898812.157 E 462163.127

N 2898810.021 E 462162.784

N 2898808.27 E 462160.628

N 2898810.651 E 462152.712

N 2898805.394 E 462157.938

N 2371426.991 E -1730022.917

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

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US Army Corps of Engineers ®

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN METERS.

E $P

-4

T P.

O .B

O X

C H

R , V

-1

AMENDMENT 0003

2E R

SHEETNUMBER SHEETCOUNTCUSTOM1

4, S H

O R

S H

E R

O N

C O

O L

CD016

O R

U M

E BA

-4

6- -C

6X D

-0 3.

dw g

W A

D M

GENERAL SHEET NOTES

SHEET KEYNOTES

D1 DEMOLITION AND EROSION CONTROL PLAN - AREA E

SCALE: 1:250

GRAPHIC SCALE

DIM. NOTE & NORTH

KEYPLAN

CUB

A B C

H I J K L M

SFUS

C H

E C

MATCHLINE

SEE CD023

MATCHLINE

SEE CD024

1. PROJECT LIMITS

2. SAWCUT AND REMOVE CONCRETE CURB

3. SAWCUT AND REMOVE ASPHALT PAVEMENT, SEE

CU701-CU729 FOR PAVEMENT REPLACEMENT

4. SAWCUT AND REMOVE 300mm REINFORCED CONCRETE

PAVEMENT, SEE CU701-CU729 FOR PAVEMENT

REPLACEMENT

5. REMOVE SIDEWALK PAVERS

6. MILL AND REPAVE AC PAVEMENT, 50 mm

7. DEMOLISH EXISTING 200mm SANITARY MAIN

8. PROTECT EXISTING MANHOLE TO REMAIN. PLUG

DOWNSTREAM CONNECTION

7 8

1:250

25m5m 20m15m10m0m

PLAN NORTH

A. SEE C-001 FOR GENERAL NOTES AND LEGEND

B. SEE CS101-CS102 FOR LAYOUT INFORMATION.

C. SEE CU401-CU402 FOR UTILITY INFORMATION

D. INSTALL INITIAL PERIMETER EROSION AND SEDIMENTATION

CONTROLS PRIOR TO START OF MAIN DEMOLITION AND

GRADING ACTIVITIES. COORDINATE INSTALLATION OF NEW

CONTROLS AND SEQUENCING WITH INITIAL CONTROLS TO

ENSURE ADEQUATE TREATMENT.

Ex Ex

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AND CONCERTINA ON TOP

2.M CHAIN-LINK FENCE WITH BARBED WIRE

I-P

U C

I-P

U C

LOD

N 2898601.579 E 461942.352 N 2898596.259 E 461947.641

N 2898595.632 E 461954.928

N 2898592.31 E 461951.6

N 2898584.487 E 461969.275

N 2898587.258 E 461970.394

N 2898582.052 E 461971.694

N 2898580.867 E 461976.798

N 2898576.629 E 461972.552 N 2898570.95

E 461978.249

N 2898554.638 E 461969.098

N 2898595.406 E 461936.754

N 2898590.588 E 461934.744

N 2898567.048 E 461956.625

N 2898563.897 E 461959.795

N 2898559.701 E 461955.59

N 2898556.274 E 461945.842

N 2898579.457 E 461935.254 N 2898570.715

E 461943.948

N 2898564.192 E 461950.438

N 2898566.282 E 461948.373

N 2898575.989 E 461931.772

N 2898574.519 E 461933.239

N 2898567.325 E 461938.23

N 2898559.672 E 461941.739

N 2898544.622 E 461940.483

N 2898547.794 E 461937.317

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

- PL

T D

O R

N G

I N

E E

R S

H O

R E

US Army Corps of Engineers ®

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN METERS.

E $P

-4

T P.

O .B

O X

C H

R , V

-1

AMENDMENT 0003

2E R

SHEETNUMBER SHEETCOUNTCUSTOM1

4, S H

O R

S H

E R

O N

C O

O L

CD019

O R

U M

E BA

-4

6- -C

9X D

-0 3.

dw g

W A

D M

GENERAL SHEET NOTES

SHEET KEYNOTES

GRAPHIC SCALE

DIM. NOTE & NORTH

KEYPLAN

CUB

A B C

H I J K L M

SFUS

D1 DEMOLITION AND EROSION CONTROL PLAN - AREA H

SCALE: 1:250

1. PROJECT LIMITS

2. SAWCUT AND REMOVE ASPHALT PAVEMENT, SEE

CU701-CU729 FOR PAVEMENT REPLACEMENT

3. REMOVE ROADWAY PAVERS

4. GOVERNMENT TO REMOVE SEMI-PERMANENT STRUCTURE

PRIOR TO CONSTRUCTION

5. MILL AND REPAVE AC PAVEMENT, 50 mm

6. SAWCUT AND REMOVE 300mm REINFORCED CONCRETE

PAVEMENT, SEE CU701-CU729 FOR PAVEMENT

REPLACEMENT

7. PROTECT HIGH MAST LIGHTING AND ALL ASSOCIATED

EQUIPMENT

8. PROTECT SECURITY KIOSK

9. PROTECT FIRE HYDRANT

10. COORDINATE WORK UNDER FENCE WITH SECURITY FORCES

C H

E C

MATCHLINE

SEE CD021

MATCHLINE

SEE CD011

1:250

25m5m 20m15m10m0m

PLAN NORTH

A. SEE C-001 FOR GENERAL NOTES AND LEGEND

B. SEE CS101-CS102 FOR LAYOUT INFORMATION.

C. SEE CU401-CU402 FOR UTILITY INFORMATION

D. INSTALL INITIAL PERIMETER EROSION AND SEDIMENTATION

CONTROLS PRIOR TO START OF MAIN DEMOLITION AND

GRADING ACTIVITIES. COORDINATE INSTALLATION OF NEW

CONTROLS AND SEQUENCING WITH INITIAL CONTROLS TO

ENSURE ADEQUATE TREATMENT.

CP CP

CPCP

X X

X X X X X X X X X XXX

CP CP

2.0M CHAIN-LINK FENCEWITH BARBED WIRE ON TOP 2.0M CHAIN-LINK FENCEWITH BARBED WIRE ON TOP

ANODE

LOD LOD

LOD

SFSFSFSFSFSF

SF SF SF SF SF SF

LOD LOD LOD

N 2898439.716 E 461835.371

N 2898433.997 E 461841.055

N 2898426.395 E 461840.604 N 2898434.653

E 461848.878

N 2898442.484 E 461849.558

N 2898477.038 E 461891.362

N 2898496.531 E 461903.711

N 2898492.948 E 461907.287

N 2898430.319 E 461878.635

N 2898468.512 E 461908.284

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

- PL

T D

O R

N G

I N

E E

R S

H O

R E

US Army Corps of Engineers ®

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN METERS.

E $P

-4

T P.

O .B

O X

C H

R , V

-1

AMENDMENT 0003

2E R

SHEETNUMBER SHEETCOUNTCUSTOM1

4, S H

O R

S H

E R

O N

C O

O L

CD020

O R

U M

E BA

-4

6- -C

0X D

-0 3.

dw g

W A

D M

GENERAL SHEET NOTES

SHEET KEYNOTES

B1 DEMOLITION AND EROSION CONTROL PLAN - AREA I

SCALE: 1:250

GRAPHIC SCALE

DIM. NOTE & NORTH

KEYPLAN

CUB

A B C

H I J K L M

SFUS

C H

E C

1. PROJECT LIMITS

2. PROTECT HIGH MAST LIGHTING AND ALL ASSOCIATED

EQUIPMENT

3. SILT FENCE, SEE A7/CD501

4. SAWCUT AND REMOVE 300mm REINFORCED CONCRETE

PAVEMENT, SEE CU701-CU729 FOR PAVEMENT

REPLACEMENT

5. TEMPORARY SOIL STOCKPILE

6. PROTECT EXISTING TELECOM TRENCH TO REMAIN

C H

E C

1:250

25m5m 20m15m10m0m

6 6

PLAN NORTH

A. SEE C-001 FOR GENERAL NOTES AND LEGEND

B. SEE CS101-CS102 FOR LAYOUT INFORMATION.

C. SEE CU401-CU402 FOR UTILITY INFORMATION

D. INSTALL INITIAL PERIMETER EROSION AND SEDIMENTATION

CONTROLS PRIOR TO START OF MAIN DEMOLITION AND

GRADING ACTIVITIES. COORDINATE INSTALLATION OF NEW

CONTROLS AND SEQUENCING WITH INITIAL CONTROLS TO

ENSURE ADEQUATE TREATMENT.

Ex Ex

ExExExEx

Ex Ex

ExEx

E E

C x

Cx Cx

C x

Cx Cx Cx CxCx Cx Cx

C x

Cx Cx Cx Cx Cx CC C

SSx SSx

W x

WxWxW M

CP CP

CP CPCP

CP CP

CPCP

CP CP

CC TV

X X

X X X X X XXXXXXXXXXXX

E.F.

GEN

2.M CHAIN-LINK FENCE WITH BARBED WIRE AND CONCERTINA ON TOP

2.0M CHAIN-LINK FENCEWITH BARBED WIRE ON TOP

2.M CHAIN-LINK FENCE WITH BARBED WIRE AND CONCERTINA ON TOP

C O

N C

TIN

A O N

2.M C

AIN

-LIN

K FEN

C E W

ITH

BAR

BED

ANODE

ANODEANODE

ANODE

CATHODE CATHODE CATHODE CATHODE

CATHODE

SEMI-PERMANENT

STRUCTURE

SEMI-PERMANENT

STRUCTURE

SEMI-PERMANENT

STRUCTURE

LOD

LOD LOD

LOD

LOD LOD

D LO

LOD

N 2898500.769 E 461907.958

N 2898497.186 E 461911.533

N 2898505.663 E 461920.027

N 2898521.962 E 461929.192

N 2898522.617 E 461937.014

N 2898538.915 E 461946.179

N 2898488.684 E 461928.496

N 2898497.025 E 461945.602

N 2898505.455 E 461954.143

N 2898531.069 E 461970.964

N 2898535.871 E 461975.775 N 2898554.705

E 462002.94

N 2898561.78 E 462001.206

N 2898547.141 E 461958.924

N 2898580.069 E 461994.579

N 2898583.666 E 461990.989

N 2898534.795 E 461973.877

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

- PL

T D

O R

N G

I N

E E

R S

H O

R E

US Army Corps of Engineers ®

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN METERS.

E $P

-4

T P.

O .B

O X

C H

R , V

-1

AMENDMENT 0003

2E R

SHEETNUMBER SHEETCOUNTCUSTOM1

4, S H

O R

S H

E R

O N

C O

O L

CD021

O R

U M

E BA

-4

6- -C

1X D

-0 3.

dw g

W A

D M

GENERAL SHEET NOTES

SHEET KEYNOTES

GRAPHIC SCALE

DIM. NOTE & NORTH

KEYPLAN

CUB

A B C

H I J K L M

SFUS

C1 DEMOLITION AND EROSION CONTROL PLAN - AREA J

SCALE: 1:250

C H

E C

MATCHLINE

SEE CD019

C H

E C

1. PROJECT LIMITS

2. SAWCUT AND REMOVE 300mm REINFORCED CONCRETE

PAVEMENT, SEE CU701-CU729 FOR PAVEMENT

REPLACEMENT

3. DEMOLISH EXISTING COMM PEDESTAL AND CONCRETE PAD

TO SUBGRADE, SEE TELECOM DRAWINGS

4. DEMOLISH EXISTING FORCEMAIN

5. DEMOLISH EXISTING LIFT STATION. REMOVE BOLLARDS,

WET WELL, VALVE VAULT AND CAP EXISTING LINES

6. DEMOLISH EXISTING SANITARY LINE

7. PROTECT EXISTING TELECOM TRENCH TO REMAIN

8. REMOVE CONCRETE BLOCK FENCE. COORDINATE REMOVAL

WITH SECURITY FORCE

9. REMOVE WALL MOUNTED CCTV. COORDINATE REMOVAL

WITH SECURITY FORCE

10. REMOVE LIGHT POLE AND FOUNDATION

MATCHLINE

SEE CD011

1:250

25m5m 20m15m10m0m

PLAN NORTH

A. SEE C-001 FOR GENERAL NOTES AND LEGEND

B. SEE CS101-CS102 FOR LAYOUT INFORMATION.

C. SEE CU401-CU402 FOR UTILITY INFORMATION

D. INSTALL INITIAL PERIMETER EROSION AND SEDIMENTATION

CONTROLS PRIOR TO START OF MAIN DEMOLITION AND

GRADING ACTIVITIES. COORDINATE INSTALLATION OF NEW

CONTROLS AND SEQUENCING WITH INITIAL CONTROLS TO

ENSURE ADEQUATE TREATMENT.

E. PROTECT CATHODIC PROTECTION SYSTEM TO REMAIN.

Cx Cx Cx

C x

Cx Cx Cx Cx Cx Cx Cx Cx Cx

C x

CP CP

CP CP CP

CPCP

CP CP CP

XXXXXXX X X X X X X X X X

CP CP

ANODE

ANODEANODE

ANODE

CATHODECATHODE CATHODECATHODE CATHODECATHODE

CATHODECATHODE CATHODE CATHODE

CATHODECATHODE

LOD LOD LOD LOD

LOD

LOD LOD LOD

LOD LOD

LOD LOD LOD LOD

LOD LOD LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

N 2898575.786 E 462024.285

N 2898580.051 E 462020.028

N 2898575.806 E 462015.788

N 2898580.053 E 462011.549 N 2898622.438

E 462054.017

N 2898618.041 E 462066.882

N 2898660.584 E 462092.238

N 2898673.329 E 462096.472

N 2898681.151 E 462088.666

N 2898685.389 E 462092.912

N 2898688.236 E 462090.071

N 2898635.17 E 462049.787

N 2898679.759 E 462081.578

N 2898630.931 E 462045.54

N 2898634.528 E 462041.951

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

- PL

T D

O R

N G

I N

E E

R S

H O

R E

US Army Corps of Engineers ®

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN METERS.

E $P

-4

T P.

O .B

O X

C H

R , V

-1

AMENDMENT 0003

2E R

SHEETNUMBER SHEETCOUNTCUSTOM1

4, S H

O R

S H

E R

O N

C O

O L

CD022

O R

U M

E BA

-4

6- -C

2X D

-0 3.

dw g

W A

D M

GENERAL SHEET NOTES

SHEET KEYNOTES

D1 DEMOLITION AND EROSION CONTROL PLAN - AREA K

SCALE: 1:250

GRAPHIC SCALE

DIM. NOTE & NORTH

KEYPLAN

CUB

A B C

H I J K L M

SFUS

C H

E C

C H

E C

1. PROJECT LIMITS

2. SAWCUT AND REMOVE 300mm REINFORCED CONCRETE

PAVEMENT, SEE CU701-CU729 FOR PAVEMENT

REPLACEMENT

3. PROTECT HIGH MAST LIGHTING AND ALL ASSOCIATED

EQUIPMENT

4. DEMOLISH EXISTING COMM PEDESTAL AND CONCRETE PAD

TO SUBGRADE, SEE TELECOM DRAWINGS

5. PROTECT EXISTING TELECOM TRENCH TO REMAIN

4 4

1:250

25m5m 20m15m10m0m

PLAN NORTH

A. SEE C-001 FOR GENERAL NOTES AND LEGEND

B. SEE CS101-CS102 FOR LAYOUT INFORMATION.

C. SEE CU401-CU402 FOR UTILITY INFORMATION

D. INSTALL INITIAL PERIMETER EROSION AND SEDIMENTATION

CONTROLS PRIOR TO START OF MAIN DEMOLITION AND

GRADING ACTIVITIES. COORDINATE INSTALLATION OF NEW

CONTROLS AND SEQUENCING WITH INITIAL CONTROLS TO

ENSURE ADEQUATE TREATMENT.

E. PROTECT CATHODIC PROTECTION SYSTEM TO REMAIN.

ExExE

C x

SSx SSxSSx SSx W x W x W x W x

CPCP

CP CP

P P

XXXXXXXXXXXXXXXX

CP CP

ANODE

CATHODECATHODE

CATHODE

CATHODE CATHODE

CATHODE

LOD

LOD LOD

LOD LOD LOD LOD LO

LOD LOD

LOD LOD LOD LOD LOD

LOD LOD LOD LOD

LOD LOD

LOD

N 2898764.709 E 462131.262

N 2898754.33 E 462141.579

N 2898783.145 E 462149.822

N 2898780.198 E 462152.763

N 2898783.841 E 462156.415

N 2898779.05 E 462153.909

N 2898783.514 E 462158.388

N 2898765.408 E 462152.723

N 2898761.467 E 462152.615

N 2898758.899 E 462155.178

N 2898756.124 E 462157.948

N 2898745.362 E 462168.689 N 2898749.601

E 462172.935 N 2898775.04 E 462189.931

N 2898769.989 E 462161.064

N 2898761.682 E 462169.354

N 2898782.875 E 462190.588

N 2898791.239 E 462182.24

N 2898736.733 E 462177.301

N 2898732.539 E 462181.486

N 2898741.107 E 462181.412

N 2898749.53 E 462198.437

N 2898791.559 E 462187.741

N 2898791.559 E 462191.548

N 2898809.383 E 462169.952

N 2898811.324 E 462171.897

N 2898756.45 E 462196.794

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

- PL

T D

O R

N G

I N

E E

R S

H O

R E

US Army Corps of Engineers ®

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN METERS.

E $P

-4

T P.

O .B

O X

C H

R , V

-1

AMENDMENT 0003

2E R

SHEETNUMBER SHEETCOUNTCUSTOM1

4, S H

O R

S H

E R

O N

C O

O L

CD023

O R

U M

E BA

-4

6- -C

3X D

-0 3.

dw g

W A

D M

GENERAL SHEET NOTES

SHEET KEYNOTES

GRAPHIC SCALE

DIM. NOTE & NORTH

KEYPLAN

CUB

A B C

H I J K L M

SFUS

D1 DEMOLITION AND EROSION CONTROL PLAN - AREA L

SCALE: 1:250

C H

E C

C H

E C

MATCHLINE

SEE CD016

1. PROJECT LIMITS

2. DEMOLISH EXISTING COMM PEDESTAL AND CONCRETE PAD

TO SUBGRADE

3. SAWCUT AND REMOVE ASPHALT PAVEMENT, SEE

CU701-CU729 FOR PAVEMENT REPLACEMENT

4. REMOVE SIDEWALK PAVERS

5. PROTECT HIGH MAST LIGHTING AND ALL ASSOCIATED

EQUIPMENT

6. SAWCUT AND REMOVE 300mm REINFORCED CONCRETE

PAVEMENT, SEE CU701-CU729 FOR PAVEMENT

REPLACEMENT

7. CAP AND FILL EXISTING FORCEMAIN WITH CLSM AND

ABANDON IN PLACE

8. DEMOLISH EXISTING SANITARY LINE

9. PROTECT EXISTING TELECOM TRENCH TO REMAIN

7 8

1:250

25m5m 20m15m10m0m

PLAN NORTH

A. SEE C-001 FOR GENERAL NOTES AND LEGEND

B. SEE CS101-CS102 FOR LAYOUT INFORMATION.

C. SEE CU401-CU402 FOR UTILITY INFORMATION

D. INSTALL INITIAL PERIMETER EROSION AND SEDIMENTATION

CONTROLS PRIOR TO START OF MAIN DEMOLITION AND

GRADING ACTIVITIES. COORDINATE INSTALLATION OF NEW

CONTROLS AND SEQUENCING WITH INITIAL CONTROLS TO

ENSURE ADEQUATE TREATMENT.

E. PROTECT CATHODIC PROTECTION SYSTEM TO REMAIN.

C x

SSx

WxWxWx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

CP CPCP

CPCP

CP CP

XXXXXXXXXXXXXXXXXXXXX

X X

CPCP

CPCP CP CP CPCP

2.M C

AIN

-LIN

K FEN

C E W

ITH

BAR

BED

E AN

D C

O N

TIN

A O

2.M CHAIN-LINK FENCE WITH BARBED WIRE ON TOP 2.M CHAIN-LINK FENCE WITH BARBED WIRE AND CONCERTINA ON TOP

ANODE

ANODEANODE

ANODE

CATHODECATHODE CATHODE

CATHODE

CATHODECATHODE CATHODE CATHODECATHODE

CATHODE

LOD LOD LOD

LOD LOD LOD LOD LOD

LOD LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD LOD LOD

N 2898884.678 E 462290.687

N 2898876.755 E 462300.339

N 2898876.764 E 462291.854

N 2898864.04 E 462287.599

N 2898864.048 E 462279.113

N 2898791.986 E 462215.403

N 2898876.816 E 462325.71

N 2898880.977 E 462321.556

N 2898880.994 E 462304.586

N 2898880.986 E 462313.071

N 2898876.747 E 462308.824

N 2898876.739 E 462317.31

N 2898779.188 E 462228.176

N 2898851.308 E 462291.829

N 2898795.77 E 462211.181

N 2898883.488 E 462293.619

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

- PL

T D

O R

N G

I N

E E

R S

H O

R E

US Army Corps of Engineers ®

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN METERS.

E $P

-4

T P.

O .B

O X

C H

R , V

-1

AMENDMENT 0003

2E R

SHEETNUMBER SHEETCOUNTCUSTOM1

4, S H

O R

S H

E R

O N

C O

O L

CD024

O R

U M

E BA

-4

6- -C

4X D

-0 3.

dw g

W A

D M

GENERAL SHEET NOTES

SHEET KEYNOTES

D1 DEMOLITION AND EROSION CONTROL PLAN - AREA M

SCALE: 1:250

GRAPHIC SCALE

DIM. NOTE & NORTH

KEYPLAN

CUB

A B C

H I J K L M

SFUS

C H

E C

C H

E C

1. PROJECT LIMITS

2. DEMOLISH SECURITY KIOSK, COORDINATE WITH SECURITY

FORCES

3. SAWCUT AND REMOVE ASPHALT PAVEMENT, SEE

CU701-CU729 FOR PAVEMENT REPLACEMENT

4. DEMOLISH EXISTING COMM PEDESTAL AND CONCRETE PAD

TO SUBGRADE, SEE TELECOM DRAWINGS

5. SAWCUT AND REMOVE 300mm REINFORCED CONCRETE

PAVEMENT, SEE CU701-CU729 FOR PAVEMENT

REPLACEMENT

6. DEMOLISH EXISTING SANITARY LINE

7. DEMOLISH EXISTING LIFT STATION. REMOVE BOLLARDS,

WET WELL, VALVE VAULT AND CAP EXISTING LINES

8. PROTECT EXISTING TELECOM TO REMAIN

3 1

1:250

25m5m 20m15m10m0m

PLAN NORTH

A. SEE C-001 FOR GENERAL NOTES AND LEGEND

B. SEE CS101-CS102 FOR LAYOUT INFORMATION.

C. SEE CU401-CU402 FOR UTILITY INFORMATION

D. INSTALL INITIAL PERIMETER EROSION AND SEDIMENTATION

CONTROLS PRIOR TO START OF MAIN DEMOLITION AND

GRADING ACTIVITIES. COORDINATE INSTALLATION OF NEW

CONTROLS AND SEQUENCING WITH INITIAL CONTROLS TO

ENSURE ADEQUATE TREATMENT.

E. PROTECT CATHODIC PROTECTION SYSTEM TO REMAIN.

W x

P P

E E

E E E

EEEEEE

E E

SSx

W x

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx WxWx

W x

Wx Wx Wx Wx Wx

WMWM

W M

CHW

CHW CHW

CHW

E.F.

CHW

E E

CHW

CPCP

E E E

C P C

CPCP C

CP CP

CPCP

C P

CP CP

CP CP CP

CP CPCP

CP CP

C P

CP CP

CPCP

CP CP

C P

CP CP

C P

CP CP

C P

CP CP CP

CPCP

CP C

CP CP

C P

CP CP

C P

CP CP

C P

CPCP

CP CPCP

C P

CPCP

CP CP

C P

CP CP

CPCP CP

[]X

XXXXX

XXXXXXX

X X

X X X XXXX

X X

E.F.

GEN

C P

CP CP

C P

CP CP CP

C P

CP CP

C P

CPCP

CP CPC

CPC

CP CP C

CP CPCP CP

ANODE

ANODE ANODE

ANODE

ANODE ANODE

ANODE

ANODEANODE

ANODE

ANODE ANODE

ANODE

CATHODE

ANODE

CATHODE

CATHODE CATHODECATHODE

CATHODE

CATHODE CATHODE

CATHODE

CATHODECATHODE CATHODECATHODE

CATHODE

CATHODE CATHODE

CATHODE

CATHODE CATHODE

CATHODECATHODE CATHODECATHODE CATHODE

CATHODE

CATHODECATHODE

CATHODE

CATHODECATHODE

CATHODECATHODE CATHODECATHODE CATHODE

CATHODE

CATHODECATHODE

CATHODE

C E

E C

TRASH

TRASH BOX

W x

E C

SSx

S U N

S H A D

GATE

E.F.

EE.F.

E E E

31M14

RIM EL:3.039

INVERT:2.109

31M02

RIM EL:3.027

INVERT:1.527

IDS

IDSIDS

IDS IDS IDS IDS

IDS

CCTV POWER SUPPLY

IDS

GEN

IDS

32N09

EL:3.109

GEN

X X

LCS-I LCS-ILCS-F LCS-ILCS-F

LCS-F

3.75

LOD

LOD LOD LOD LOD

LOD

LOD LOD

LOD

LOD LOD LOD

LOD

LOD LOD LOD LOD LOD

LOD

SHEETNUMBER SHEETCOUNTCUSTOM1

4, S H

O R

S H

O U

CS101

O R

U M

E BA

-4

6- -C

-0

dw g

A M

GENERAL SHEET NOTES

A. SEE C-001 FOR GENERAL NOTES AND LEGEND

B. SEE CD010-CD024 FOR DEMOLITION INFORMATION.

C. SEE CU401-CU402 FOR UTILITY INFORMATION.

D. SEE CU701-CU713 FOR ADDITIONAL SITE LAYOUT

INFORMATION

E. MECHANICAL EQUIPMENT PAD SIZES ARE TO BE

CONFIRMED BY MECHANICAL CONTRACTOR BASED ON

PURCHASED EQUIPMENT PRIOR TO CONSTRUCTION. PAD

CONSTRUCTION BY SITE CONTRACTOR REFER TO

STRUCTURAL DRAWINGS FOR PAD DETAILS.

F. REFER TO GEOTECHNICAL REPORT ATTACHED TO

PROJECT SPECIFICATIONS FOR BORING LOG

INFORMATION.

SHEET KEYNOTES

1. QUAY WALL

2. LIMITS OF DISTURBANCE

3. CONSOLIDATED UTILITIES BUILDING

4. STORAGE FOR UTILITY SERVICES

5. SEE XE116 FOR ELECTRICAL IMPROVEMENTS AT NSA 1

6. NSA I 11kV TIE BID OPTION

A1 SITE LAYOUT PLAN - OVERALL

SCALE: 1:1500

GRAPHIC SCALE

DIM. NOTE & NORTH

KEYPLAN

CUB

A B C

H I J K L M

SFUS

CS102

CU701

CU720

CU702

CU721

CU703

CU722

CU704

CU723

CU705

CU724

CU706

CU707

CU708

CU709

CU725

CU710

CU726

CU711

CU727

CU712

CU728

CU713

CU729

PRINCE KHALIFA BIN SALMAN CAUSEWAY

NSA II

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

T D

O R

N G

I N

E E

R S

H O

R E

US Army Corps of Engineers ®

E $P

-4

T P.

O .B

O X

C H

R , V

-1

AMENDMENT 0003

2E R

CS102

1:1500

150m30m 120m90m60m0m

PLAN NORTH

BORING 14

BORING 16

BORING 15

BORING 13

BORING 12

BORING 4 BORING 2

BORING 7 BORING 10

BORING 11

BORING 9

BORING 8

3 3 3

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

T D

O R

N G

I N

E E

R S

H O

R E

US Army Corps of Engineers ®

E $P

-4

T P.

O .B

O X

C H

R , V

-1

AMENDMENT 0003

2E R

NOTES:

ASPHALT SURFACING

PCC CONCRETE SURFACING

IF LOCATION OF TRENCH SAW CUT IS WITHIN 600 mm OF

AN EXISTING JOINT OR EDGE OF CONCRETE, REPLACE

ENTIRE CONCRETE TO THE JOINT OR EDGE.

CONSTRUCT JOINTS ACROSS NEW CONCRETE TO

MATCH EXISTING JOINT TYPES AND LOCATIONS. SEE

C6/CU501 FOR PCCP REPLACEMENT ALONG QUAY WALL.

300 mm MIN.

300 mm MIN. CUT PRIOR TO TRENCHING

AC PAVEMENT

SAW CUT JUST PRIOR TO PAVING,

APPLY TACK COAT AS SPECIFIED

AC PAVEMENT SECTION

TRENCH BACKFILL ABOVE PIPE ZONE

SAWCUT, TYP (d/3)

JACKHAMMERED EDGE, TYP (2d/3)

COMPACTED BASE COURSE OR CLSM

TRENCH BACKFILL ABOVE PIPE ZONE

CONC PAVEMENT SECTION

SEAL AND COVER COAT

EXISTING ASPHALT CONCRETE

PRIME COAT, AS SPECIFIED

LEVELING COURSE

BASE COURSE

EXISTING CONCRETE

PCC CONCRETE, SEE NOTE B

D1 SURFACE RESTORATION

NTS

F4 CONCRETE CURB

D6 AC PAVEMENT

m m

0m m

FINISH GRADE AS

SHOWN

TACK COAT AS

SPECIFIED

PRIME COAT AS

SPECIFIED

GEOTEXTILE (IF

SPECIFIED)

TOP OF PREPARED

SUBGRADE

PREPARED SUBGRADE

(AS SPECIFIED)

ASPHALT CONCRETE

SURFACE COURSE, AS

SPECIFIED

ASPHALT CONCRETE

BASE COURSE, AS

SPECIFIED

AGGREGATE BASE

COURSE, AS SPECIFIED

PROVIDE ASPHALT SECTION AS SHOWN OR MATCH

EXISTING AC PAVEMENT SECTION, WHICHEVER IS

GREATER.

NOTE:

m m m m

A m m

BOLLARD ON

CONCRETE SLAB

BOLLARD ON NON

PAVED AREA

SECTION "A"

A1 BOLLARD

D4 CONCRETE PAVEMENT

NOTES: 10

m m

TYP. CONCRETE JOINT SPACING TO MATCH EXISTING, SEE D9, THIS

SHEET FOR JOINT CONSTRUCTION

INSTALL PREMOLDED JOINT FILLER

PROVIDE A THICKENED EDGE AROUND PERIMETER OF SLAB

PROVIDE PORTLAND CEMENT CONCRETE PAVEMENT TYPE AS

SPECIFIED.

CONCRETE PAVEMENT REPLACEMENT ALONG QUAY WALL AND DOCK

AREA TO MATCH EXISTING 300mm REINFORCED SECTION, SEE E1 &

E5/CU501 FOR REINFORCEMENT INFORMATION

CONCRETE JOINT,

SEE NOTE A AND B

CONCRETE

PAVEMENT

NOT USED

BASE COURSE

COMPACTED

SUBGRADE

AS SPECIFIED

10.

11.

12.

13.

14.

15.

16.

17. A.

GROUT PLUG

200mm DIA SCH. 40

STEEL PIPE, GRIND

SMOOTH, FILL WITH

CONC AND PAINT AS

SPECIFIED

CONVEX

FILL SOLID WITH 25 MPa

CONCRETE

HSS 219mm OD x 6.35mm

HOT DIPPED GALVANIZED

POST CONTINUOUSLY

WELDEDTO 250x250x12

GALVANIZED STEEL PLATE

2-12mm DIA DRAINAGE

HOLES (ON EACH SIDE)

4-M20 DRILLED-IN HEAVY

DUTY EXPANSION

ANCHORS (ZINC PLATED)

MIN 200mm EMBEDMENT

CONCRETE SLAB

NON-SHRINK NON-FERROUS

GROUT

4, S H

O R

S H

CS501

O R

U M

E BA

-4

6- -C

D T-

.d w g

W A

D M

D m m m m

NOTES:

A. BOLLARDS SHALL BE

PAINTED RED AND

WHITE STRIPE IN

ACCORDANCE WITH

THE BEAP.

26 3-

13mm JOINT SEALER

BACKER ROD

6mm FIBERBOARD

32mm DIAx 457mm SMOOTH

STEEL DOWEL BARS LUBRICATE

THIS HALF OF DOWEL

EXISTING CONCRETE

PAVEMENT

EXPANSION CAP

A8 CONCRETE CONNECTION

CONCRETE TO EXISTING

D9 PAVEMENT JOINTS DETAIL

NTS

TYPICAL CONCRETE

460mm

460mm 75mm

125mm

LONGITUDINAL CONTRACTION JOINT

DOWELED TRANSVERSE OR LONGITUDINAL

CONSTRUCTION JOINT

DOWELED EXPANSION JOINT

NOTES:

A. SEE CONCRETE PAVEMENT SECTION FOR REBAR.

B. TERMINATE REBAR 75mm FROM JOINT (TYP).

C. FOR SILICONE SEALANTS, USE MANUFACTURER'S SHAPE FACTOR.

D. d DENOTES DOWEL DIAMETER

E. DEVELOP AND SUBMIT A JOINT LAYOUT PLAN SHOP DRAWING TO

THE CONTRACTING OFFICER FOR APPROVAL PER SPECIFICATION

SECTION 32 13 13.06, PARAGRAPH 2.2.1

PAVEMENT JOINT

SEALING

DOWEL

PLASTIC EXPANSION

SLEEVE

PAINT AND LIGHTLY OIL

ONE END OF DOWEL

EITHER ONE PIECE OR

THREADED SPLIT-TYPE

DOWEL MAY BE USED

16mm Ø DEFORMED STEEL TIE BARS 750mm

LONG AND SPACED

750mm ON CENTERS.

USED ONLY IN JOINTS 5M

OR LESS FROM FREE

EDGES OF PAVED AREAS

GREATER THAT 33M IN

WIDTH

19mm RADIUS, TYP

TOP OF CURB

AT DRIVEWAY

APPROACH

PAVEMENT

SURFACE

BASE COURSE

PREPARED

SUBGRADE

150 150200

3 STRANDS

OF BARBED

WIRE

3 Nos.

HEAVY

DUTY

HINGES

FOR GATE

3 Nos.GI

BARBED

WIRE

OUT RIGGER

SINGLE

EXTENSION

ARM 60mmØ

LDL

PRESSED

STEEL 60mm DIA

SCHEDULE-40

-LINE POST

CHAIN LINK FABRIC -

50X50mm DIAMOND MESH (3.75mm)

(SECURE

SIDE)

400 x 400 x 500MM.MASS

CONCRETE (FOUNDATION

IS WITHOUT FORM WORK)

MATERIAL USED FOR FENCE DOOR

1 POST - 114mm OD ASTM A53, SCHEDULE-40 WITH PAINT FINISH.

2 FRAME - 48.3mm OD SCHEDULE

40ASTM A 53 WITH PAINT FINISH.

TOP RAIL 42.2mm

O.D SCHEDULE-40

BOTTOM RAIL 42.2mm

O.D SCHEDULE-40

T10 75mmC/C

FINISH GRADE

CONCRETE

ENCASEMENT

GANG-DRILL HOLES FOR

DOWELS AT 305mm

CENTERS. CLEAN HOLES

WITH COMPRESSED

AIR AND PLACE

NON-SHRINK GROUT AT

BACK OF HOLE BEFORE

DOWEL INSERTION.

83mm DIAx 2mm THICK

NYLON OR PLATIC GROUT

RETENTION DISK

A5 DOUBLE SWING GATE - FE6-3400-DO-RA-3650

D 2 m m

D 2 + d 2

TRANSVERSE CONTRACTION JOINT

D D 2

- d 2

5 1 4

T (S

C x

CxCxCx

C x

W x

WxWxWxWxWxWxWxWx

W M

CPCP

CP CP

CPCP

XXXXXXXX

ANODE ANODE

ANODE

CATHODE

CATHODECATHODECATHODE CATHODE CATHODECATHODE

SSSSSSSSSSSS

INWINWINWINWINWINWINWINWINWINWINWINWINWINWINWINWINW

W W

W W W W W W W W W W W W W W W W W W W W W W W W W W W

INW

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN

SSSSSSSSSSSS S

W W

SS S S

EEEE

EEEE E

E E

ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES ES

H ES ES

EEEEEEEE

COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMM COMMH

COMM

E5 TYPICAL SINGLE UTILITY TRENCH IN QUAY

NTS

A5 HOTEL STATION LAYOUT

NTS

SS MH

SANITARY SEWER LIFT STATION

100mm DIP

WATER

SERVICE

200mm PVC SANITARY SEWER

100mm DIP FORCE MAIN

150mm

PVC

SANITARY

SERVICE

200mm DIP WATERMAIN

RPBF W/ METER

QUAY WALL

EXST COMM VAULT

UNIT SUBSTATION,

TYPICAL OF 6

ELECTRICAL DUCTBANK

0m m

6000 - 7500

1500±

3000 MIN

CLEARANCE

1500 MIN 1000 MIN

3000 MIN CLEARANCE

TRENCH LIMITS

7315 +

NOTE 1: IN AREAS OF EXISTING PAVERS, REMOVE PAVERS AND

RECONSTRUCT WITH 150mm ASPHALT CONCRETE OVER 250mm

AGGREGATE BASE.

200mm PVC OWWO

1000± VARIES

NOTE

1. WATER LINE SHOWN IN

LOCATION OF METER AND

BACKFLOW PREVENTER.

200mm PVC OWWO

UTILITY TRENCH

SS MH

100mm PVC

PRESSURE SEWER

MANIFOLD

OILY WASTE UNDERGROUND

HOSE SERVICE CONNECTION,

TYPICAL OF 6.

SANITARY SEWER HOSE

CONNECTION AT APPROXIMATELY

5m SPACING, 4 PER STATION.

CU502

200mm PVC SANITARY SEWER

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

T D

O R

N G

I N

E E

R S

H O

R E

US Army Corps of Engineers ®

E $P

-4

T P.

O .B

O X

C H

R , V

-1

AMENDMENT 0003

2E R

KEYNOTES:

1. 100 WATER, SEE NOTE 1

2. DUCTBANK

3. REPLACE PAVEMENT PER

TRENCH DETAIL E5/CU502

4. 200 GRAVITY SEWER

5. 200 OWWO

2 3

KEYNOTES:

1. D22 @ 150mm BOT. REINFORCING

2. SAW CUT PAVEMENT AT LIMITS OF REMOVAL

3. REINFORCED CONCRETE PAVEMENT

4. TRENCH LIMITS

5. UTILITY

6. DRILL AND INSERT D40 BY 600 DOWELS, ONE

END LUBRICATED W/ CAP FOR EXPANSION

7. D13 @ 300mm TOP REINFORCING

KEYNOTES:

1. MILL AND RESURFACE

EXISTING ASPHALT CONC.,

SEE NOTE 1

2. 250mm OR 300mm GRAVITY

SEWER

3. DUCTBANK

4. WATERLINE

5. NEW ASPHALT CONCRETE

6. EXISTING CURB

4, S H

O R

S H

CU501

O R

U M

E BA

-4

6- -C

1D T-

.d w g

W A

D M

1 A1 TYPICAL UTILITY TRENCH IN STREET

NTS

E1 MULTIPLE UTILITY TRENCH IN QUAY

NTS

EQUIPMENT PAD, TYPE A, SEE SS502

OWWO MH

VARIES, SEE PLAN

DOMESTIC WATER CONNECTION

CU502

CU520

N m m m m

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

- PL

T D

O R

N G

I N

E E

R S

H O

R E

US Army Corps of Engineers ®

E $P

-4

T P.

O .B

O X

C H

R , V

-1

AMENDMENT 0003

2E R

m m m m

150 mm

MIN

E5 TYPICAL TRENCH

m m m m M

E8 VALVE BOX

10.

11.

12.

SET COVER OF VALVE BOX

FLUSH WITH GRADE

CAST IRON LID

PROVIDE 600 SQ. x 150

THICK CONC. PAD

FINISHED GRADE

#13 BAR ALL AROUND

CAST IRON VALVE BOX,

SLIDING TYPE, UPPER

SECTION

EXTENSION ROD REQ'D W/

50 OPERATING NUT 300

BELOW GRADE WHEN VALVE

IS OVER 900 BELOW GRADE

CAST IRON VALVE BOX,

LOWER SECTION

GATE VALVE

WATER LINE

VALVE SIZE AND ENDS

AS SPECIFIED

COMPACTED BACKFILL, AS

SPECIFIED

4, S H

O R

S H

CU502

O R

U M

E BA

-4

6- -C

2D T-

.d w g

W A

D M

1 A1 OILY WASTE - WASTE OIL LIFT STATION DETAIL

SECTION A-A

PLAN

1 9

10.

11.

12.

13.

14.

15.

16.

EQUIPMENT PAD, SEE

STRUCTURAL

FINISHED GRADE

PIPE PENETRATION

100mm DISCHARGE PIPE

PIPE SUPPORT, FINAL

CONFIGURATION TO BE

CONTRACTOR DESIGNED

90 BEND, TYPICAL

POWER SUPPLY, SEE

ELECTRICAL

100mm VENT WITH STAINLESS

STEEL INSECT SCREEN

LADDER, AS SPECIFIED

HIGH LEVEL ALARM

200mm OILY WASTE GRAVITY

MAIN

FLEXIBLE GASKET

CONNECTOR

PUMP, SEE SPEC SECTION

33 32 17

100mm PLUG VALVE PER

SPECIFICATION 33 32 17, TYP

DOUBLE WALLED FIBERGLASS

WETWELL WITH INTERSTITIAL

LEAK DETECTION

100mm SUCTION PIPING

0m m6

10.

11.

12.

13.

EQUIPMENT PAD, SEE

STRUCTURAL

0.8mX0.8M ALUMINUM SIDEWALK

DOOR (ABOVE), LOCATED BY

MANUFACTURER. PROVIDE GRAB

BAR.

100m PLUG VALVE PER

SPECIFICATION 33 32 17, TYP

100mm SUCTION PIPING

100mm DISCHARGE PIPING

100mm CHECK VALVE PER

SPECIFICATION 33 32 17, TYP

PUMP NO. 1, AS SPECIFIED IN

SPEC SECTION 33 32 17

PUMP NO. 2, AS SPECIFIED IN

SPEC SECTION 33 32 17

200mm OILY WASTE GRAVITY MAIN

DOUBLE WALLED FIBERGLASS

WETWELL WITH INTERSTITIAL

LEAK DETECTION.

REMOTE SINGLE RECEIVING HOSE

CONNECTION, SEE C8/CU520 AND

SITE PLAN FOR LOCATION.

LADDER, AS SPECIFIED

REMOTE CONTROL PANEL AND

ALARM BELL, LOCATE WITH HOSE

CONNECTION, SEE SITE PLAN FOR

LOCATION

PIER FACE

PIER DECK

SUPPORT BRACKET

60mm BRONZE

BACKFLOW

DEVICE (FLANGED)

75mmx60mm

FLANGED ELL

75mm PIPE FROM

MAIN IN TRENCH OR

BELOW PIER

ALTERNATIVE

CONCRETE

BARRIER WALL

(TYPICAL)

PROTECTIVE PIPE

RAILING (TYPICAL)

BLEED VALVE WHERE

REQUIRED

10.

11.

12.

13.

14.

15.

16.

LOWEST SHIPS WEATHER DECK

2-1/2'' COPPER NICKEL TUBE

2-1/2'' BRONZE ELBOW

2-1/2'' BRONZE FLANGE

2-1/2'' BRONZE, ROUND PORT, 100% PIPE AREA, LUBRICATED PIPE VALVE

2-1/2'' BRONZE MALE ADAPTOR W/ FLANGE

2-1/2'' GASKET (CID A-A-59326) (TYPICAL)

2-1/2'' BRONZE FEMALE COUPLER WITH SAFETY LOCK, SHANK TYPE (CID A-A-59326/8)

BANDING

2-1/2'' SMOOTH-BORE LIGHTWEIGHT HOSE (MIL-H-20176H). HOSE LENGTH SHALL BE 50' WITH THE WORDS

"OILY WASTE" CLEARLY STAMPED AT 10' INTERVALS.

2-1/2'' GASKET (INSERT)

2-1/2'' BRONZE FEMALE COUPLER FLANGE WITH SAFETY LOCK (CID A-A-59326/8)

2-1/2'' BRONZE MALE ADAPTOR, SHANK TYPE (CID A-A-59326/2)

2-1/2'' DUST PLUG WITH CHAIN (CID A-A-59326/11)

PART OF PIER MANIFOLD ASSEMBLY

2-1/2'' BRONZE CAP FOR ADAPTOR W/ SAFETY LOCK

DISCHARGE

RISER

SHORE SUPPLIEDSHIP FITTINGS

℄ SHIP TO SHORE RECEIVING HOSE

CONNECTION

50mm DRAIN PIPE

ALTERNATE LOCATION

PRESSURE SEWER TO GRAVITY SEWER

WALL PIPE

100mm BRONZE FEMALE QUICK

CONNECT COUPLER FLANGE WITH

SAFETY LOCK, 100mm GASKET INSERT, AND 100mm DUST PLUG WITH CHAIN

MINIMUM

PRACTICAL

C8 SEWAGE COLLECTION FACILITY

C5 POTABLE WATER OUTLET ASSEMBLY

A5 OILY WASTE HOSE CONNECTION

NEW SURFACING, SURFACE

RESTORATION, OR

UNPAVED AREAS SEE PLANS

TRENCH BACKFILL ABOVE

PIPE ZONE

PIPE OUTSIDE DIAMETER

PIPE BEDDING MATERIAL

TRENCH STABILIZATION

WHERE REQUIRED

DEPTH OF COVER, 1.2m MIN

MARKING TAPE AS

SPECIFIED

PIPE ZONE

MINIMUM WIDTH = PIPE O.D.

+ 450mm

OWWO LIFT STATION

ELEVATION DATA

(ELEVATIONS IN METERS)

OWLS-1

NOTE 1

1.217

OWLS-2

NOTE 2

0.994

TOP OF LIFT STATION

TANK INVERT

HIGH LEVEL ALARM

DIAMETER (mm) BASE THICKNESS (mm)

DISCHARGE

PIPE DIAMETER (mm)

PUMP CAPACITY

NOTES:

1. ELEVATIONS PER CU726

2. ELEVATIONS PER CU728

3. PUMP CAPACITY PER

SPECIFICATION 33 32 17

SEE

NOTE 3

SEE

NOTE 3

300mm MIN

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

T D

O R

N G

I N

E E

R S

H O

R E

US Army Corps of Engineers ®

E $P

-4

T P.

O .B

O X

C H

R , V

-1

AMENDMENT 0003

2E R

THRUST BLOCK NOTES

KEEP CONCRETE CLEAR OF JOINT AND JOINT ACCESSORIES.

CONCRETE THRUST BLOCKING SHALL BE POURED AGAINST

UNDISTURBED EARTH.

REQUIRED VOLUMES OR BEARING AREAS AT FITTINGS SHALL BE

AS INDICATED BELOW, ADJUSTED, IF NECESSARY, TO CONFORM

TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING

STRESS(ES) DETERMINED IN FINAL GEOTECHNICAL REPORT.

THRUST BLOCK VOLUMES FOR VERTICAL BENDS HAVING UPWARD

RESULTANT THRUSTS ARE BASED ON AN ASSUMED TEST PRESSURE OF

690 KN/SQ METER AND THE WEIGHT OF CONCRETE = 2412 KG/CU METER.

BEARING AREAS FOR HORIZONTAL BEND THRUST BLOCKS ARE

BASED ON ASSUMED TEST PRESSURE OF 690 KN/SQ METER AND AN

ALLOWABLE SOIL BEARING STRESS OF 120 KN/SQ METER.

THRUST BLOCKS FOR VERTICAL BENDS HAVING DOWNWARD

RESULTANT THRUSTS SHALL BE THE SAME AS FOR HORIZONTAL BENDS.

BEARING AREAS, VOLUMES, AND SPECIAL BLOCKING DETAILS SHOWN

ON PLANS TAKE PRECEDENCE OVER THIS STANDARD

BEARING AREA OF THRUST BLOCK SHALL NOT BE LESS THAN 0.1 SQ.

METER.

CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENTS TO THRUST BLOCK

SIZING BASED ON ACTUAL TEST PRESSURES OF THE SYSTEM AND SOIL

BEARING CAPACITY OUTLINED IN GEOTECHNICAL REPORT.

BEND ANGLE

22 1/2°11 1/4°45° 0.18 0.24 0.41 0.63 0.89

0.34 0.45

0.18 0.34 0.58 0.84 1.20

(HORIZONTAL BENDS)

300 AND LESS

ROD

SIZE

(VERTICAL BENDS)

FITTING

SIZE

BEND ANGLE

SIZE

FITTING

2.06 3.05 4.58 6.49

0.31 0.46 0.69 0.99

0.76 1.15 1.76 2.44

3.260.31 45° 0.84

EMBEDMENT

22 1/2° 11 1/4°

VOLUME OF THRUST BLOCK IN CUBIC METERS

WYE

PLUGGED CROSS

PLUGGED TEE

PLUGGED CROSS*TEE

BEND

TEE

PLUGGED

RUN

90° BEND

PLUGGED

CROSS

TEE, WYE,

PLUG, OR

CAP

FITTING

SIZE

A/2*A/2*

PROFILE

* EACH AREA (A/2) IS 1/2 OF

TABULATED TOTAL AREA

BEARING AREA OF THRUST BLOCKS IN SQ. METERS

350 - 400 #19 #25

6 mm PLYWOOD

OVER FACE OF

BOLTS

0.18 0.24 0.30

0.34 0.41

0.18 0.24 0.30

C6 THRUST BLOCK NOTES AND DETAILS

NEW & EXISTING PIPE

RESTRAINED JOINT

9 4

EXISTING PIPE HEADWALL

10.

ACHIEVE WEIGHT TO WITHSTAND

CONCRETE QUANTITY TO FORCE

OF PIPE

SEE THRUST BLOCK DETAIL FOR

EXISTING PIPE, SEE DETAIL C6,

THIS SHEET

LENGTH AS REQUIRED TO

ACHIEVE CLEARANCE

ITEM IN CONFLICT

450 mm MINIMUM

EXISTING PIPE

UNDISTURBED SOIL

RESTRAINED JOINT FITTINGS 45° (TYP)

RESTRAIN LENGTH, BASED ON

DIAMETER OF PIPE:

100mm - 9.8m; 150mm - 15.0m;

200mm - 20.4m

RESTRAINED JOINT

E1 PIPE SEPARATION DETAIL

E6 PIPE CONFLICT DETAIL

1 1

WATER MAIN

SANITARY SEWER, STORM SEWER,

IRRIGATION MAIN AND FORCE MAIN

750 mm MINIMUM COVER

450 mm MINIMUM SEPARATION

3050 mm MINIMUM SEPARATION FOR

SANITARY SEWER, STORM SEWER OR

FORCE MAIN 1525 mm MINIMUM

SEPARATION FOR IRRIGATION MAIN

1830mm1830mm

WATER MAINS SHALL BE SEPARATED FROM STORM SEWER, SANITARY SEWER, NON-POTABLE

IRRIGATION MAINS, AND FORCE MAINS BY A MINIMUM CLEAR VERTICAL DISTANCE OF 460 mm

MEASURED BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE.

THE 460 mm MINIMUM VERTICAL SEPARATION DISTANCE DOES NOT APPLY TO SEPARATIONS

OF SEWER LATERALS AND POTABLE WATER MAIN PIPELINE INSTALLATIONS. ALSO, WATER

MAINS SHALL BE SEPARATED FROM STORM SEWER, SANITARY SEWER AND FORCE MAINS BY

3050 mm AND FROM IRRIGATION MAINS BY 1525 mm MEASURED HORIZONTALLY BETWEEN

OUTSIDE OF PIPES.

ALL CROSSINGS WITH VERTICAL CLEARANCE LESS THAN 460 mm SHALL REQUIRE SUBMISSION

AND APPROVAL OF A DEVIATION. IF A DEVIATION IS SUBMITTED, THE FOLLOWING MINIMUM

STIPULATIONS APPLY: THE CROSSING SHALL BE MADE USING THICKNESS CLASS 200 AWWA

C-900 DR14, PVC (CLASS 16 BAR AWWA C-905, DR 18, PVC FOR PIPES GREATER THAN 300 mm IN

DIAMETER) OR DUCTILE IRON, PRESSURE CLASS C40 PIPE FOR A HORIZONTAL DISTANCE OF

3050 mm ON EACH SIDE OF THE CROSSING. WATER MAIN CONCRETE ENCASEMENT SHALL

ONLY BE MADE AFTER WRITTEN APPROVAL OF THE WATER DIRECTOR OR HIS DESIGNEE.

460 mm CLEAR DISTANCE SHALL NOT BE REDUCED IN CASES WHERE WATER CROSSES UNDER

SEWER LINE.

WATER MAINS, SANITARY SEWER, STORM SEWER, AND NON-POTABLE IRRIGATION MAINS

SHALL BE IN SEPARATE TRENCHES.

WATER MAINS CROSSING ANY TYPE OF SANITARY SEWER, INCLUDING FORCE MAIN, OR STORM

SEWER SHALL HAVE THE ONE FULL LENGTH OF WATER MAIN CENTERED ABOVE OR BELOW

THE OTHER PIPELINE SO THAT THE WATER JOINTS WILL BE AS FAR AS POSSIBLE FROM THE

OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO

THAT ALL WATER MAIN JOINTS ARE AT LEAST 1000mm FROM ALL JOINTS IN VACUUM-TYPE

SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING

RECLAIMED WATER.

SEE SPEC SECTION 31 00 00 FOR SEPARATION MATERIAL RECOMMENDATIONS.

NOTES:

4, S H

O R

S H

CU503

O R

U M

E BA

-4

6- -C

3D T-

.d w g

W A

D M

C1 DEAD END DETAIL

NTS

NOTES

10.0m

IN LIEU OF SLIP-JOINT AND

COMPRESSION PLUG, A M.J. JOINT

MAY BE USED WITH A M.J. PLUG.

LEAVE VALVE IN CLOSED POSITION.

EXISTING CONCRETE COLLAR

EXISTING VALVE BOX

PROPERTY LINE OR AS DIRECTED

UNDISTURBED EARTH

EXISTING RETAINER GLAND

ONE FULL JOINT

CLOSE EXISTING VALVE

CONCRETE THRUST BLOCK,

SEE DETAIL C6, THIS SHEET

ALL JOINTS TO BE RESTRAINED.

NOTE:

m m

600 mm

SQ. MIN50

m m

A1 FIRE HYDRANT

NTS

1. 900 mm UNLESS

SHOWN OTHERWISE

2. FINISH GRADE

3. 19 mm DRAIN ROCK TO EL 150 mm ABOVE

WEEP HOLE IN

BARREL

4. AS SHOWN OR

SPECIFIED

5. NOZZLE THREADS AS

SPECIFIED

6. E.O.P. WHERE

APPLICABLE

7. 150 mm WATER LINE

8. HYDRANT OUTLET

9. PRECAST CONC PIER

BLOCK, 400 mm SQ

BASE

10. VALVE BOX

11. 900 mm MIN.

12. 150 mm FLGxMJ GATE

VALVE

13. WATER MAIN W/

MJxFLG TEE

2-#4 HOOPS

300mm

MIN

0m m

0m m M

635mm

580mm MIN

GROUT

5m m

TAMPER PROOF

MANHOLE FRAME

AND COVER PRECAST CONC

GRADE RINGS

REINFORCED CONC FLAT

TOP SLAB DESIGNED FOR

H-20 LOADING

STANDARD MANHOLE

SECTIONS

BREAK NEAT HOLE IN

MANHOLE SECTION

AND INSERT PIPE

PROVIDE STD JOINTS

WITHIN 450mm OF EACH

SIDE OF MANHOLE

CONTINUOUS

CONC

BASE RING

COMPACTED

IMPORTED

PIPE BASE

MATERIAL

UNDISTURBED

EARTH, 1525mm

MIN

BACKFILL INSIDE OF

MANHOLE W/DRAIN

ROCK TO TOP OF PIPE

GALV T-HANDLE,

LENGTH AS

REQD

T-HANDLE

GUIDE-DOUBLE

NUTTED EYE

BOLT & GALV

ANGLE BRACKET

25mm BRASS

PIPE LENGTH

AS REQD

COMBINATION AIR

RELEASE VALVE25mm

BRASS

PIPE

BRASS

90°

BEND

SWAY BRACE,

SEE DETAIL

SERVICE SADDLE

DOUBLE STRAP,

BRONZE

CORPORATION

STOP

ANGLE

VALVE

A3 AIR RELEASE VALVE

NTS

0.18 0.34 0.58 0.84 1.20

25mm BRASS OUTLET

PIPE W/ 90 BEND AND

INSECT SCREEN

TRASH

BOX

TRASH

BOX

C H

W C

H W

C H

W C

H W

C H

W C

H W

C H

W C

H W

C H

W S

C x

SSx SSx

SSx

S U N S H A D E

E G

C x

GEN

10+00 20+00 30+00 40+00 50+00 60+00 70+00 80+00 90+00 100+00 0+00

N 2898824.838 E 461510.421

N 2898743.805 E 461582.63

0+00 10+00 20+00 30+00 40+00 50+00 60+00 70+00 80+00 90+00 100+00 -2.00

-1.00

0.00

1.00

2.00

3.00

4.00

%PRODUCTION DATA 1%

%PRODUCTION DATA 2% %PRODUCTION DATA 3% %PRODUCTION DATA 4%

N N

C R

O N

D B

C O

N O

B Y:

D R

B Y:

E D

2 3 4 5 6 7 8 9 10

SHEET ID

- PL

T D

O R

N G

I N

E E

R S

H O

R E

US Army Corps of Engineers ®

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN METERS.

E $P

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Feb 25, 2021.