W912ER23R0001 Bulk POL_AM 0002_Drawings.pdf

PDF 9 MB Posted Dec 15, 2022

Attached to: W91ER23R0001 Amendment 0007 Bulk POL Storage Facility, Amman Jordan
Solicitation number: W912ER23R0001
Issued by: Department of the Army Corps of Engineers Engineering District Middle East

View the file

Other files

File	Type	Posted
W912ER-23-R-0001 Bulk POL_AM 0006 Solicitation_Final.pdf	PDF	Jan 31, 2023
W912ER-23-R-0001 Bulk POL_AM 0006_Specifications.pdf	PDF	Jan 31, 2023
W912ER-23-R-0001 Bulk POL_AM 0006_Drawings.pdf	PDF	Jan 31, 2023
W912ER-23-R-0001 Bulk POL_AM 0005_Drawings.pdf	PDF	Jan 24, 2023
W912ER-23-R-0001 Bulk POL_AM 0005 Solicitation_Final.pdf	PDF	Jan 24, 2023
W912ER-23-R-0001 Bulk POL_AM 0005_Specifications.pdf	PDF	Jan 24, 2023
W912ER-23-R-0001 Bulk POL_AM 0005_Site Photos.pptx	PPTX presentation	Jan 24, 2023
W912ER23R0001- Bulk POL AMD 0004 Solicitation_Final.pdf	PDF	Jan 13, 2023
W912ER23R0001 - Bulk POL AMD 0003 Bid Schedule 01062023.pdf	PDF	Jan 6, 2023
W912ER23R0001- Bulk POL AMD 0003 Solicitation_Final 01062023.pdf	PDF	Jan 6, 2023
W912ER23R0001 - Bulk POL AMD 003 Cost Breakdown 01062023.pdf	PDF	Jan 6, 2023
W912ER23R0001 Bulk POL AM 0002 Solicitation_Final.pdf	PDF	Dec 15, 2022
W912ER23R0001 Bulk POL AM 0002 Specifications.pdf	PDF	Dec 15, 2022
W912ER230001 Jordan Bulk POL_AMD 0001 Specs 11.17.22.pdf	PDF	Nov 29, 2022
W912ER230001 Jordan Bulk POL_AMD 0001 Solicitation_Final.pdf	PDF	Nov 29, 2022
Jordan POL_CID - FFE_CDC Submittal.pdf	PDF	Oct 31, 2022
FY23 MSAB Bulk POL - Cost Breakdown.pdf	PDF	Oct 31, 2022
Vol 2 _Jordan POL_Specifications_CDC.pdf	PDF	Oct 31, 2022
FY23 MSAB Bulk POL Bid Schedule.pdf	PDF	Oct 31, 2022
Vol 1 _Jordan POL_Drawings_CDC_HALFSIZE.pdf	PDF	Oct 31, 2022
W912ER23R0001 Bulk POL - Proposal Schedule and Cost Breakdown.xls	XLS spreadsheet	Oct 31, 2022
Jordan POL_CID - SID_CDC Submittal.pdf	PDF	Oct 31, 2022
Vol 3 _Jordan POL_Specifications_CDC.pdf	PDF	Oct 31, 2022
W912ER23R0001 Bulk POL Storage final.pdf	PDF	Oct 31, 2022

Show all 24

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

S O

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C T

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9 10

SHEET ID

P L O

A T

F I L E

N A

M E

A N

S I

U D

J O

R D

A N

B U

L K

E T

R O

L E

U M

I L

R I C

A N

R A

G E

US Army Corps of Engineers ®

J R

NOT FOR

CONSTRUCTION

B ak er -J ac ob s, J

R M

O R

N G

I N

E E

R S

M I D

D L

A S

I S

T R

I C

P O

W I N

C H

E S

T E

J U

W E

R R

G-011

AM 0002

G E

N E

R A

I N

D E

R A

W I N

G S

A R

S K

A R

S K

R A

T T

R A

T T

J R

G N d w g

E V

I S

M E

N D

M E

L I C

I T

A T

I O

D E

S I G

N E

D E

S C

R I P

T I O

M A

R K

S I Z

S U

B M

I T

T E

D A

T E

C O

N T

R A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9 10

SHEET ID

P L O

A T

F I L E

N A

M E

A N

S I

J O

R D

A N

B U

L K

E T

R O

L E

U M

R I C

A N

R A

G E

US Army Corps of Engineers ®

J R

B ak er -J ac ob s, J

R M

O R

N G

I N

E E

R S

M I D

D L

A S

I S

T R

I C

P O

W I N

C H

E S

T E

J U

W E

R R

G-012

AM 0002

G E

N E

R A

I N

D E

R A

W I N

G S

A R

S K

A R

S K

R A

T T

R A

T T

J R

G N d w g

E V

I S

M E

N D

M E

T22

CP009

517.3733

516.50 516.75

516.75

517.00 517.00

517.25 517.25

517.25

517.25 517.25

517.50 517.50

517.50

517.50 517.50

517.50

517.75

518.00

518.25

518.50

518.75

518.75 519.00

519.00

519.25519.25

C M

145m 147m

M V

(H O

ST N

ATIO

N M

V C

ABLE

AF LIG

TIN

VAU

LT "C

XXXXXXXXXXXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X

X X

515.00

R-11 R-11

Oil Tanker

R-11

Oil Tanker

Oil TankerR-11

R-11

516.00

515.00

517.00

516.00

517.00

518.00

517.00

519.00

518.00

517.00

515.00

515.25 515.50

515.75

514.75

514.50

514.25

516.50 516.75

516.25

516.50 516.75

517.25

517.50

517.75

518.25

518.50 518.75

517.50

517.25

516.50

516.25

521.50 520.50 519.50 518.50

522.00 521.00 520.00 519.00 518.00

521.50

522.00

520.50519.50518.50

521.00520.00519.00518.00

521.00 520.00 519.00 518.00

522.00

516.00

517.00

515.75

517.25

517.50

7.7

516.75 516.50516.25516.00

515.75

515.50

515.25

517.50

518.00 519.00

517.50

517.00

516.75

517.25

523.00 523.00

LODLODLODLODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

516.75

517.50

517.22517.13

517.34

517.22 517.33

516.00

0+1000+200

0+300

0+400

0+500 0+600 0+688

0+000

0+100

0+127

0.2

515.0 515.25

515.50

515.75

516.0

516.25

516.50

516.75 517.0

515.75

515.50

515.25

515.0

514.75

514.50

516.0

516.25

516.50

516.75

517.0

517.25 517.50

517.75

518.0

515.75

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

T D

U D

, J O

R D

, P

U M

, O

A N

D L

US Army Corps of Engineers ®

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN METERS.

-4

B ak er -J ac ob s, J

U S

A R

M Y

C O

O F

R S

T D

. B O

, V A

2E R

-2 0-

R -0

SHEETNUMBERSHEETCOUNTCUSTOM1

GENERAL SHEET NOTES

A. SEE C-001 FOR GENERAL NOTES AND LEGEND.

B. SEE CS101 FOR SITE LAYOUT INFORMATION.

C. SEE CU401 FOR UTILITY INFORMATION.

D. TOPOGRAPHIC INFORMATION SHOWN BASED ON SURVEY

CONDUCTED BY SURVEYING TECHNOLOGIES & SERVICES

CO. IN 2017.

E. CONTOURS SHOWN ON TANK COVER FILL SLOPES ARE

SHOWN IN 0.5m INTERVALS FOR CLARITY.

F. SEE SHEET CS701 FOR ROAD PROFILES.

G. PROVIDE REINFORCED CONCRETE HEADWALLS ON ALL

DRAINAGE CULVERTS, REFER TO A1/CG502.

SHEET KEYNOTES

1. FILTER BUILDING, SEE A-101

2. CUT AND COVER TANK WITH PUMP BUILDING

TANK INVERTS = 512.56

3. ENLARGED GRADING PLAN, SEE CG203

4. SEE ENLARGED GRADING PLAN CG202

5. 37,800 LITER FUEL CONTAINMENT BASIN, SEE A1/CG501

6. PUMP HOUSE, SEE ARCHITECTURAL DRAWINGS

7. FUELS LABORATORY, BY OTHERS

8. 42m OF 450mm RCP CULVERT @ 0.5%, SEE F4/CG701

9. 190,000 L DIESEL TANK

10. 300mm DEEP RIP-RAP ON GEOTEXTILE COVERED FILL

SLOPE AS SPECIFIED IN 31 00 00.

11. 1m WIDE F.B. DIVERSION DITCH

12. 7.0m TWIN 300mm RCP CULVERT @0.5%, SEE D7/CG701

13. 25.0m TWIN 300mm RCP CULVERT @ 0.5%, SEE

PROFILES F6/CG701

14. 18.0m TWIN 450mm RCP CULVERT @ 0.5%, SEE

PROFILES D6/CG701

15. 85.0m OF 450mm RCP CULVERT @ 0.5%, SEE PROFILES

D1/CG701

16. REINFORCED CONCRETE TRENCH DRAIN (OPTION 1),

SEE A1/CS505 AND C3/CG701

17. 17,400 LITER FUEL CONTAINMENT BASIN (OPTION 1),

SEE A1/CG501 AND ENLARGED PLAN THIS SHEET

18. 27.45 LM OF 150mm HDPE DRAIN PIPE @ 1.0% (OPTION 1)

19. LIMITS OF DISTURBANCE

20. 32m OF 450mm RCP CULVERT @ 0.5%, SEE F2/CG701

21. RIP-RAP OUTLET PROTECTION, SEE A3/CS501

KEY PLAN

, P

R O

M , O

N D

L U

- S

CG201

AM 0002

O R

U M

N . M

C H

M . P

-4

5- -C

1P N

-0 2.

dw g

. A M

0 10 20 30

1:500

2 2

TANK 1TANK 2

R O

3:1 SIDE SLOPES

2.0%

2.7%

CG601

14.0%

517.80

517.75

FILTER ROOM FFE = 517.05

GENERATOR/CONTROL

ROOM FFE = 517.65

FFE = 521.69 FFE = 521.69

INV=516.8

INV=517.0

INV=518.25

INV=518.10

A1 SITE GRADING PLAN

SCALE: 1:500

INV=516.4

INV=516.0INV=515.25

INV=514.16

INV=514.10

1.0%

4.0%

0.5%

10.0%1.5%

519.25

517.50

INV=515.4

INV=517

INV=516.982.0%

517.80

T.G. 517.30

CONTAINMENT BASIN ENLARGED PLAN

T.W. 516.50 B.W. 515.00

INV. ELEV.

515.27

T.W. 516.50 B.W. 515.00

T.W. 516.50 B.W. 514.94

516.00

SUMP INV.

514.69

SCALE: 1:100

CULVERT #1

CULVERT #2

CULVERT #3

CULVERT #4

CULVERT #5

CULVERT #6

CG601

517.75

517.80

515.81

516.07

516.48

518.22

517.16

X X

X X X X X X X X X X X X X X X X X X X X X X X X

X X

R-11

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

R-11

R-11 R-11

R-11

Oil Tanker

R-11

Oil Tanker

X X

X X X X X X X

X X

XXXXXXX

X X

TCJ

THIS SHEET

517.65 21

(TYP.)

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

U D

, J O

R D

, P

U M

, O

A N

D L

US Army Corps of Engineers ®

-4

B ak er -J ac ob s, J

U S

A R

M Y

C O

O F

R S

T D

. B O

, V A

2E R

-2 0-

R -0

SHEETNUMBERCUSTOM1

SHEETNUMBERSHEETCOUNTCUSTOM1

, P

R O

M , O

N D

L U

- S

A N

D D

E D

CG502

AM 0002

O R

U M

N . M

C H

M . P

-4

5- -C

2D T-

.d w g

. A M

A1 PIPE HEADWALL DETAILS

NTS

WINGWALL

BARS F

BAR J

BARS H

BARS G

BARS A

BARS C

BARS D

BARS E AT

300 mm CENTERS

BARS B

BARS E

BARS D

BARS A

BARS C

BAR J

BARS G

BARS A

BARS C

BARS G

BARS F

BARS H AT

300 mm

CENTERS

BAR J

BARS D

BARS B

BAR E

BARS B

GENERAL NOTES:

1. REINFORCING STEEL FY = 414 MPA.

** FOR CONCRETE CAST AGAINST THE EARTH, THE T3 DIMENSION SHALL BE INCREASED TO A MINIMUM OF 200.

*** INCREASE CLEARANCE TO A MINIMUM OF 75 IF TRENCHED.

PLAN VIEW NOTES:

1. BARS D SHALL BE SPACED AT 300 CENTERS.

2. BARS E SHALL BE SPACED AT 300 CENTERS AND SHALL BE SPACED SYMMETRICALLY ABOUT CENTERLINE.

3. EMBED BARS F AND H INTO HEADWALL 200.

* FOR MULTIPLE INSTALLATIONS HAVING TWO OR MORE PIPES THE DIMENSION "X" IS TO BE INCREASED BY THE VALUE D + 3D/4 FOR EACH ADDITIONAL PIPE. ADDITIONAL BARS C & E ARE TO BE PROVIDED AND

SPACED AS SHOWN.

PIPE HEADWALL DETAIL NOTES:

225 TYP.

T H

T3 L

D H

PLAN

TYPICAL WINGWALL SECTION

ELEVATION SECTION ON PIPE L

PIPE HEADWALL DETAILS

TABLE OF VARIABLE DIMENSIONS

BARS D BARS E BARS FBARS CBARS BBARS A

T1 T2 U NO. SIZE NO. SIZE NO. SIZE NO. SIZE NO. SIZE NO. SIZE

PIPE

SIZE

NUMBER

PIPE* H L W X T & T3**

450 1

1 600 2710 2185 800 150

150 250

250 430

430 150

150 5

5 13750 3815 3030 950

#13 3

4 6

6 9 4 10 300

300 4

NO.SIZENO.

BARS H BARS J

SIZE

SPACING NORMAL

TO CURB

BARS G

NO. SIZE

#13

R-11 R-11

R-11

N: 3522701.738 E: 287966.375

N: 3522716.245 E: 287934.523

N: 3522699.027 E: 287904.051

N: 3522729.332 E: 287886.928

N: 3522739.171 E: 287904.340

N: 3522680.872 E: 287957.756

N: 3522686.116 E: 287974.576

N: 3522706.969 E: 288007.309

N: 3522798.204 E: 288010.310

N: 3522822.046 E: 288001.390

N: 3522805.665 E: 287993.929

N: 3522845.087 E: 288011.887

N: 3522837.627 E: 288028.268

N: 3522828.706 E: 288004.426

N: 3522889.208 E: 287919.837

N: 3522862.718 E: 287929.748

N: 3522880.919 E: 287938.038

N: 3522932.687 E: 287939.639

N: 3522942.599 E: 287966.129

N: 3522935.721 E: 287932.977

N: 3522952.405 E: 287944.597

N: 3522879.139 E: 287907.207

N: 3522846.178 E: 287890.327

N: 3522840.508 E: 287887.533

N: 3522874.502 E: 288053.103 N: 3522879.893

E: 288055.558

N: 3522889.804 E: 288082.049

N: 3522899.611 E: 288060.517

N: 3522909.416 E: 288038.987

N: 3522882.925 E: 288048.899

N: 3522871.603 E: 288073.759

N: 3522861.238 E: 288082.225

N: 3522836.262 E: 288057.403

N: 3522840.656 E: 288055.606

N: 3522825.665 E: 288061.368

N: 3522725.093 E: 288002.974

N: 3522703.891 E: 287983.904

N: 3522701.197 E: 287989.819

N: 3522700.090 E: 287995.404

N: 3522717.639 E: 288003.435

N: 3522693.167 E: 287971.774

N: 3522845.245 E: 287950.453

N: 3522836.324 E: 287926.611

N: 3522891.215 E: 288030.697

N: 3522924.397 E: 287957.840

N: 3522698.704 E: 287973.037

N: 3522744.796 E: 287994.029

N: 3522744.561 E: 287995.940

N: 3522744.382 E: 287994.940

N: 3522862.435 E: 288082.048

N: 3522642.649 E: 287981.948

N: 3522679.562 E: 287900.899

N: 3522772.875 E: 287848.172

N: 3522935.267 E: 287922.132

N: 3522723.761 E: 287881.667

N: 3522795.908 E: 287871.399

N: 3522805.028 E: 287873.550

N: 3522824.201 E: 287880.106

N: 3522747.460 E: 287886.139

N: 3522781.661 E: 287983.756

N: 3522785.227 E: 287979.127

N: 3522962.212 E: 287923.065

XXXXXXXXXXXXXXXXXXX

X X

X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

517.22517.13

517.34

517.22 517.33

516.00

0+1000+200

0+300

0+400

0+500 0+600 0+688

0+000

0+100

0+127

N: 3522862.538 E: 288141.917

N: 3522855.906 E: 288156.478

N: 3522769.227 E: 287970.193

N: 3522767.333 E: 287898.157

N: 3522853.797 E: 288029.435

N: 3522813.236 E: 287953.487

N: 3522767.173 E: 287932.539

N: 3522746.459 E: 287973.579

N: 3522760.240 E: 287979.719

N: 3522768.829 E: 287989.354

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

T D

U D

, J O

R D

, P

U M

, O

A N

D L

US Army Corps of Engineers ®

-4

B ak er -J ac ob s, J

U S

A R

M Y

C O

O F

R S

T D

. B O

, V A

2E R

-2 0-

R -0

A1 SITE LAYOUT PLAN

SCALE: 1:500

GENERAL SHEET NOTES

A. SEE C-001 FOR GENERAL NOTES AND LEGEND

B. SEE CG201 FOR GRADING INFORMATION

C. SEE CU401 FOR UTILITY INFORMATION

SHEET KEYNOTES

1. 190,000 LITER DIESEL STORAGE TANK W/ MIN. 150mm THICK

GRAVEL SURFACE, SEE C8/CS505 AND D-S-101

2. AC PAVEMENT, SEE DETAIL C3/CS501

3. CONCRETE SIDEWALK, SEE DETAIL C6/CS501

4. EXISTING ASPHALT TO ASPHALT CONNECTION, SEE A4/CS501

5. OFF-LOAD / FILL STAND AREA, SEE CS103

6. CONCRETE STEPS TO PUMP HOUSES, SEE A6/CS504

7. PERIMETER FENCE W/ WARNING SIGNAGE, SEE FENCE

DETAIL A1/CS502 AND SIGNAGE DETAILS F1, F3, AND

F6/CS503

8. 15,000 BL CUT AND COVER TANK WITH PUMP HOUSE, SEE

A-S-101

9. FILTER BUILDING, SEE C-A-101

10. 7.92m SLIDING GATE W/ GATE OPERATOR, SEE DETAIL

F1/CS502

11. FUEL LAB, BY OTHERS

12. FUTURE ADMIN BUILDING, BY OTHERS

13. R-11 PARKING W/ PCC PAVEMENT (OPTION 1), SEE E1/CS501

14. REINFORCED CONCRETE TRENCH DRAIN (OPTION 1), SEE

A1/CS505

15. FUTURE POL BLADDER

16. GOV PARKING (5 SPACES) W/ AC PAVEMENT (OPTION 1), SEE

C3/CS501 AND E6/CS503

17. PRODUCT RECOVERY TANK, SEE M-513

18. TRANSFORMER EQUIPMENT PAD TYPE A, SEE E4/SS501

19. 37,800 LITER FUEL CONTAINMENT BASIN, SEE A1/CG501

20. AC ACCESS DRIVE, SEE C3/CS501

21. GOV PARKING (2 SPACES), SEE E6/CS503

22. CONCRETE PAVEMENT, SEE DETAIL E1/CS501

23. BOLLARD, SEE DETAIL A1/CS501

24. SANITARY SEWER STORAGE TANK

25. CONCRETE TO ASPHALT TRANSITION, SEE C1/CS501

26. 17,400 LITER FUEL CONTAINMENT BASIN (OPTION 1), SEE

A1/CG501

27. PEDESTRIAN GATE, SEE F3/CS502

28. SEE ENLARGED PLAN, CS102

29. PIGGING STATION PAD, A1/CS504

30. 7.62M CLEARANCE FROM DIESEL TANKS TO OFFLOAD/FILL

STAND AREA

31. 15.25M CLEARANCE FROM FILTER BUILDING TO

OFFLOAD/FILL STAND AREA

32. PAVEMENT MARKING, SEE E6/CS503

33. SANITARY SEWER MANHOLE

34. DIESEL TANK ACCESS STAIR PAD, SEE E4/SS501. SIZE AND

FINAL LOCATION PER TANK MANUFACTURER'S DESIGN.

35. SAW CUT FOR WATER LINE TRENCHING, AND REPLACE

36. LIMITS OF RIP-RAP SLOPE PROTECTION

37. DIRECTIONAL ARROW, SEE F9/CS503

38. FUEL VAULT, SEE SHEETS XM110 & XM111

39. LIMITS OF OPTION 1

40. AC PAVEMENT (OPTION 1), SEE C3/CS501

PCC PAVEMENT JOINT LEGEND

, P

R O

M , O

N D

L U

E C

O U

CS101

AM 0002

O R

U M

N . M

C H

M . P

-4

5- -C

-0

dw g

W . A

D M

X X

X X X

0 10 20 30

1=500

17 1918

TANK 2

TANK 1

TANK 2

TANK 1

15 15 15

R O

FUTURE CUT &

COVER TANK

LCJ (LONGITUDINAL CONTRACTION JOINT, E3/CS501)

LCJ

TYP.

R 25.00m

R 1.

R 32 .00 m

R 37.50m

R 38.66m

7.32m

9.16m m TYP.

.0 0mR 18.00m

R 20.00m

7.32m

R 96.34m

R 20.00m

R 20.00m R 20 .00 m

R 20.00m

R 18 .00 m

R 32.00m

7.32m

R (ODD SHAPED SLAB REINFORCEMENT, SEE E8/CS501)

3m m m

TCJ (TRANSVERSE CONTRACTION JOINT, E3/CS501)

S24° 29' 11.49"W - 95.09M S27° 58' 50.13"W - 28.0M

L71.75 R=96.4

S2 9°

' 0

6.8 "W

.5M

L85.05 R=38.6

S24° 29' 11.49"E - 127.6M S24° 29' 11.49"E - 95.06M

S6 5°

7.70 mTYP.

TYP.

TCJ

X X

X X X X X X X X X X X X X X X X X X X X X X X

X X

R-11

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

R-11

R-11 R-11

R-11

Oil Tanker

R-11

Oil Tanker

X X

X X X X X X X

X X

XXXXXXX

X X

TCJ

KEY PLAN

THIS DWG

R 3.

13.7m

5.64m

39TYP.

R 1.50m

R 23.5m

TYP

R 2.5m

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

U D

, J O

R D

, P

U M

, O

A N

D L

US Army Corps of Engineers ®

-4

B ak er -J ac ob s, J

U S

A R

M Y

C O

O F

R S

T D

. B O

, V A

2E R

-2 0-

R -0

SHEETNUMBERCUSTOM1

SHEETNUMBERSHEETCOUNTCUSTOM1

, P

R O

M , O

N D

L U

- S

CS502

AM 0002

O R

U M

N . M

C H

M . P

-4

5- -C

D T-

.d w g

. A M

POST SETS PER MANUFACTURER'S

RECOMMENDATIONS FOR GATE OPENING AND

GATE POST SIZES.

NOTE:

OVERHANG, OMIT FABRIC

AND WIRE

STRETCH BAR AND BANDS

GUIDE ROLLER ASSEMBLY

CHAIN LINK FENCE

TRUCK ASSEMBLY

BARBED WIRE, IF

SPECIFIED

TIE WIRES, AS SPECIFIED

BRACE, TYP

50 mm MIN; 50 mm MAX

FOR SENSORED FENCES;

130 mm MAX FOR

NON-SENSORED FENCES

GATE OPENING BETWEEN

POSTS

CATCH

LATCH

2.05m

35152

4257029623

SEE NOTE

STANDARD HINGE LATCH ASSEMBLY

2.1 m

1. 1M GATE OPENING

2. FENCE FABRIC

3. GATE POST

4. HINGE

5. TRUSS ROD

6. VERTICAL BARBED WIRE APRON

7. TOP TENSION WIRE OR RAIL AS

SPECIFIED

8. 3 STRANDS OF BARBED WIRE

BOTH EXTENDSION ARMS

9. BRACE RAIL

10. LATCH

11. BOTTOM TENSION WIRE OR RAIL

AS SPECIFIED

12. GRADE LINE

13. CYPHER STYLE 5-BUTTON LOCK

2.05m

6 7

F1 CANTILEVER SLIDE GATE

NTS F3 PEDESTRIAN GATE

NTS

A1 CHAIN LINK FENCE

NTS

10.

11.

12.

NOTES:

BRACE RAIL CLAMP DETAIL

1. 375mm MAX. AND WITHIN 100mm FROM BOTTOM OF FABRIC.

TENSION BAND DETAIL

END OR GATE POST DETAIL

EXTENSION ARM DETAILS

WIRE

RIVETED FLUSH (TYP.)

CORNER POST

100mm PLAIN PIN

(TYP.)

LOCK PIN

35° BARBED

(TYP.)190

LINE POST

RIVETED FLUSH (TYP.)

100mm PLAIN PIN

45°

(TYP.)

CORNER, END,

OR PULL POST

(MIN.)

TENSION WIRE

m (M

3.0 m (MAX)

BASE

TRUSS ROD

9mm Ø (MIN.)50

CLIPS (TYP.)

TIE WIRES OR

TOP RAIL

BRACE RAIL

3 STRANDS BARBED WIRE

ON EXTENSION ARMS

XX XX

X X

X X XX

XX X

X X

XX X

STANDARD HINGE DETAIL

FASTENING DETAILS

TENSION

WIRE

LINE POST ATTACHMENTS

(SEE NOTE 1)

TRUSS ROD AND BAND DETAIL

FABRIC LINK

ENGAGE EACH

TENSION BAR TO

CARRIAGE

TENSION

BAR

BOLT

FABRIC

(SEE NOTE 1)

TENSION BAND

BRACE RAIL ATTACHMENT

FABRIC

(300mm O.C. MAX.)

9-GAGE TIE WIRES

TENSION BAND

CONCRETE

BASE

(4" MIN. DIA.)

5% MIN.

TRUSS ROD

TYPICAL FENCE GROUNDING DETAIL

LINE POSTS TO BE EQUALLY SPACED

GRADE

(9 GAGE, 50 MESH)

BOTTOM

CHAIN-LINK FABRIC

LINE POST

m (F

250 Ø

EXOTHERMIC

WELD (TYP.)

WIRE

#6 SDBC

GROUND

X X

X XX

XX X

0 M

20mm Ø x 3.0m GROUND ROD, AS SPECIFIED IN SECTION

POST OUTRIGGER.

EXOTHERMIC WELDS.

CONNECT WITH

GROUND CONDUCTOR.

FLEXIBLE COPPER BRAID

TO METAL FENCE

PROVIDE GROUND

GROUND CLAMP

CONNECTION FROM

METAL FENCE FABRIC

GROUND CLAMP

GATE POST GROUNDING DETAIL

GATE AND GATE POST

EXOTHERMIC WELD

FLEX JUMPER, 2/0

EXOTHERMIC WELD

GATE FRAME

GATE POST

OF FABRIC

BRACE RAIL

TIE WIRES

(MIN.)

CONCRETE

EXOTHERMIC WELD

400 Ø

CHAIN LINK SECURITY FENCE

9 GAGE TIE WIRE

9 GAGE

TIE WIRES

GATE KEEPER DETAIL

2. FITTINGS SHOWN ARE SUGGESTED ONLY. SIMILAR DESIGNS

MEETING THE APPROVAL OF THE CONTRACTING OFFICER'S

DESIGNATED REPRESENTATIVE MAY BE USED.

250Ø

60mm O.D.

50mm SQ.

89mm X 89mm

73mm O.D.

63mm SQ.

89mm X 89mm

100mm O.D.

75mm SQ.

48mm O.D.

57mm X 43mm 48mm X 41mm

60mm O.D.

57mm X 43mm 57mm X 43mm

73mm O.D.

57mm X 43mm

42mm O.D.

38mm SQ.

41mm X 38mm 41mm X 32mm

TUBULAR - ROUND

TUBULAR - SQUARE

C-SECTION (ROLL-FORMED)

TUBULAR - ROUND

H-SECTION

C-SECTION (ROLL-FORMED)

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

C-SECTION (ROLL-FORMED)

GROUND ROD, SEE

DETAIL THIS SHEET

(TYP.)

STEEL POST SCHEDULE

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC WIDTH

2.7m AND OVER

FABRIC WIDTH

2.1m TO 2.4m

FABRIC WIDTH

1.8m OR LESS

USE AND SECTION

CORNER, END & PULL POSTS

LINE POSTS

TOP, BOTTOM & BRACE RAILS

32 31 13.53

FENCE GROUND, TYP.

SEE DETAIL THIS SHEET

FLEXIBLE COPPER BRAID CONDUCTOR SHALL BE

MINIMUM 600 mm IN LENGTH; 38 mm X 75 mm FERRULE LENGTH; UL, CSA APPROVED; 7 mm THICKNESS; 495 AMPERE (OUTDOOR) CURRENT RATING; 14 mm HOLE

DIAMETER; SEAMLESS COPPER FERRULE MATERIAL; 45

mm HOLE SPACING; TINNED COPPER BRAID MATERIAL.

NOTE:

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

U D

, J O

R D

, P

U M

, O

A N

D L

US Army Corps of Engineers ®

-4

B ak er -J ac ob s, J

U S

A R

M Y

C O

O F

R S

T D

. B O

, V A

2E R

-2 0-

R -0

SHEETNUMBERCUSTOM1

SHEETNUMBERSHEETCOUNTCUSTOM1

, P

R O

M , O

N D

L U

- S

CS503

AM 0002

O R

U M

N . M

C H

M . P

-4

5- -C

D T-

.d w g

. A M

F1 CONTROLLED AREA SIGN DETAIL

NTS F3 RESTRICTED AREA SIGN DETAIL

NTS

A1 DEFENSE LOGISTICS AGENCY PROJECTS - PROJECT SIGN DETAILS

NTS

NOTES:

VAULT

150 CONCRETE PAD

ELECTRICAL PANEL AREA

EXPAN. JT. (TYP.)

CONTR. JT.

1. 19mm EXPANSION JOINTS SHALL BE INSTALLED AROUND ANY

STRUCTURE THROUGH THE PAVEMENT.

2. CONCRETE SHALL CONFORM TO SECTION 32 16 19 CONCRETE

CURBS AND SIDEWALKS.

3. SEE MECHANICAL AND STRUCTURAL SHEETS FOR PRODUCT

RECOVERY TANK DETAILS.

DIRECTION OF

ROLLING COVER

A 125 1 DEFENSE LOGISTICS AGENCY PROJECT 50 7

B 25 2 IN PARTNERSHIP WITH 40 5

C 25 3 USAF AIR COMBAT COMMAND 40 5

D 25 4 SEYMOUR JOHNSON AIR FORCE BASE 40 5

E 25 5 U.S. ARMY CORPS OF ENGINEERS 40 5

F 125 6 PROJECT NAME 100 13

G 75 7 PROJECT NAME CONT'D (IF REQ'D) 100 13

H 125 8 GENERAL CONTRACTOR/A-E 40 5

I 25 9 GENERAL CONTRACTOR/A-E 40 5

J 25 10 GENERAL CONTRACTOR/A-E 40 5

NAIL WITH 8D

GALV. NAILS

AT 150 CTRS.

EACH POST

FRONT VIEW END VIEW

NOTES:

SCHEDULE

LETTER

O GI STI C

C Y

SPACE HEIGHT LINE DESCRIPTION HEIGHT STROKE

1. POSTS SHALL BE S4S.

2. PLYWOOD SHALL BE EXTERIOR TYPE, A-C GRADE.

3. BEFORE PAINTING, SURFACE SHALL BE CLEAN, DRY, FREE OF GREASE

AND SANDED.

4. PAINT WITH ONE EXTERIOR OIL PRIME COAT AND EXTERIOR TYPE

ALKYD, CONFORMING TO MASTER PAINTERS INSTITUTE MPI-9,

MPI GLOSS LEVEL 6. COLOR SHALL BE IN ACCORDANCE WITH MSAB DESIGN GUIDE

OR AS DIRECTED BY THE CONTRACTING OFFICER.

5. ALL LETTERING SHALL BE EXTERIOR TYPE ALKYD. PROVIDE COLOR PER MSAB

DESIGN GUIDELINES OR AS DIRECTED BY THE CONTRACTING OFFICER.

6. DECALOMANIA FOR CORPS OF ENGINEERS INSIGNIA AND DEFENSE LOGISTICS

AGENCY EMBLEM WILL BE FURNISHED BY THE CONTRACTING OFFICER FOR

INSTALLATION BY THE CONTRACTOR.

7. ALL EXPOSED WOOD (POSTS, SUPPORTS, BACK, ETC.) SHALL BE PAINTED

THE SAME BACKGROUND COLOR AS THE SIGN.

8. LETTERING STYLE SHALL BE EITHER HELIOS EXTRA BOLD CONDENSED,

HELIOS BOLD II, HELVETICA BLACK ROMAN, OR HELVETICA BOLD ROMAN.

9. LOCATION OF SIGN TO BE COORDINATED WITH THE CONTRACTING OFFICER.

ARCHITECT-ENGINEER:

US ARMY CORPS OF ENGINEERS

MIDDLE EAST DISTRICT

GENERAL CONTRACTOR:

XXXXX XXXXX

DEFENSE LOGISTICS AGENCY

TYPE III HYDRANT

FUELING SYSTEM

IN PARTNERSHIP WITH

USAF AIR COMBAT COMMAND

MUWAFFAQ-SALTI AIR FORCE BASE

U.S. ARMY CORPS OF ENGINEERS

NO OPEN FLAME

OR IGNITION SOURCE

BEYOND THIS POINT

255 X 410

SIGN NOTES:

1. PROVIDE DANGER SIGNS ON

OR ADJACENT TO EACH VEHICLE AND

PERSONNEL GATE.

2. SIGN PANELS SHALL BE 2mm THICK ALUMINUM.

PROFESSIONALLY PREPARE (CLEAN AND

DEGREASE) SIGN PANELS PRIOR

TO APPLYING FACING. PROFESSIONALLY APPLY

SIGN FACINGS TO ALUMINUM SIGN PANELS.

3. PROVIDE DANGER SIGN IN BOTH ARABIC AND

ENGLISH.

AFVA 31-107 (445 X 370)

AFVA 31-108 (915 X 760)

Restricted Area

WARNING

permission of the Installation Commander.

Sec. 21, Internal Security Act of 1950; 50 U.S.C. 797

While on this installation all personnel and the property under their control are subject to search.

It is unlawful to enter this area without

WARNING

AFVA 31-203 (460 X 380)

AFVA 31-240 (915 X 760)

Controlled Area It is unlawful to enter this area without permission of the Installation Commander.

Sec. 21, Internal Security Act of 1950; 50 U.S.C. 797

While on this installation all personnel and the property under their control are subject to search. Use of deadly force authorized.

50 X 100 BRACE

50 X 150 ANCHOR

13 DIAM.

GALV. BOLT

GROUND LINE

100 X 100 POST

1200 X 2440 X 13

EXTERIOR PLYWOOD

A B C

E F G

SPACE

LINE

DECALCOMANIA

(SEE NOTE 6)

D 4

I H

L S

13 DIAM.

GALV. BOLT

F6 DANGER SIGN DETAIL

NTS

E6 PARKING STALL STRIPING

NTS

SEE PLAN

500m m

PRECAST CONC. WHEEL

STOP, SEE DETAIL

A7/CS501

100mm WHITE STRIPE

AC PAVEMENT SURFACE

DISTANCE MEASURES

FROM EDGE OF

PAVEMENT OR FACE OF

CURB

SIGN NOTES:

1. PROVIDE CONTROLLED AREA

ENGLISH.

2. PROVIDE SIGN ALONG

PERIMETER FENCE SPACED

NO GREATER THAN 90 m

APART.

3. PROVIDE SIGN ON OR

ADJACENT TO EACH VEHICLE

AND PERSONNEL GATE.

A6 PRODUCT RECOVERY TANK PAD PLAN DETAIL

NTS

255 X 410

NOTE:

20°

TRAFFIC ARROW, TYP.

914 M

610 M

432 254 432

USE NON-REFLECTIVE WHITE

PAINT, TYP. BUT USE YELLOW

PAINT ON CONCRETE OR OTHER

SURFACES WHERE WHITE PAINT

DOES NOT PROVIDE SUFFICIENT

CONTRAST. SEE SPEC SECTION

32 17 23

F9 DIRECTIONAL ARROW

NTS

SIGN NOTES:

1. PROVIDE CONTROLLED AREA

ENGLISH.

2. PROVIDE SIGN ALONG

PERIMETER FENCE SPACED

NO GREATER THAN 90 m

APART.

3. PROVIDE SIGN ON OR

ADJACENT TO EACH VEHICLE

AND PERSONNEL GATE.

2 2

PUMP HOUSE FLOOR

100.5

T.O. WALL

103.55

T.O. CONC. ROOF (LOW END)

T A

N K

A X

350 TYPICAL

B A-301

PUMP HOUSE FLOOR

100.5

T.O. WALL

B A-310

103.55

T.O. CONC. ROOF (LOW END)

T A

N K

A X

EQ EQ EQ EQ EQ EQ

SLOPE 43 / 1000 SLOPE 43 / 1000

B A-301

PUMP HOUSE FLOOR

100.5

T.O. WALL

B A-310

103.55

T.O. CONC. ROOF (LOW END)

T A

N K

A X

8 8

EQ EQ EQEQ EQ EQ

SLOPE 43 / 1000 SLOPE 43 / 1000

PUMP HOUSE FLOOR

100.5

T.O. WALL

103.55

T.O. CONC. ROOF (LOW END)

B A-310

T A

N K

A X

1 13

A. ALL DIMENSIONS IN MILLIMETERS AND ALL ELEVATIONS IN

METERS UNLESS NOTED OTHERWISE.

B. ALL EXTERIOR ELEVATIONS SHOWN ARE BASED ON PUMP

HOUSE 2. SIMILAR AT PUMP HOUSE 1.

C. EQUIPMENT SHOULD BE CENTERED ON PRECAST PANELS

IN AS MUCH AS POSSIBLE OR SPLIT OPENINGS IN PANELS

EVENLY ABOUT THE VERTICAL JOINTS.

D. ALL EXTERIOR MATERIALS SHALL BE DESERT TAN

(FEDERAL STANDARD 37722)

E. ALL EXTERIOR DOORS AND FRAMES SHALL BE BROWN

(FEDERAL STANDARD 20062)

B a k er

-J a co b s, J

GRAPHIC SCALE

PLAN NORTH

DIM. NOTE & NORTH

KEY PLAN

1:50

5m1m 4m3m2m0m

PUMP HOUSE #2 PUMP HOUSE #1

PLAN NORTH

PUMP

HOUSE #2

PUMP

HOUSE #1

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

O T

D A

T E

E N

A M

D L

E E

A S

T D

T P

B O

C H

E S

T E

V A

-1

C:\_Revit_Local_Models\JR-479505B-DM-SAI-PUHO_Chris.Perry1.rvt

12/1/2022 12:12:24 PM

/1 /2

U D

J O

R D

A N

J U

L Y

E R

-2 -R

-0

B U

L K

P E

T R

O L E

U M

N D

L U

B R

N T

S S

T O

R A

G E

J R

-4

B -A

-2

E L

-0

A R

R E

L J

E T

F U

E L T

A N

K S

S H

A N

N O

W H

R S

C H

W A

R T

M P

R A

T T

E X

T E

R E

L E

V A

N S

AM 0002

B A-201

1 : 50B A-110

F1 EXTERIOR ELEVATION

1 : 50B A-110

C1 EXTERIOR ELEVATION

1 : 50B A-110

C5 EXTERIOR ELEVATION

1 : 50B A-110

A1 EXTERIOR ELEVATION

GENERAL SHEET NOTES

SHEET KEYNOTES

1 BUILT-UP ROOFING SYSTEM

2 125mm GUTTER WITH DOWNSPOUTS AT EACH EAVE

3 PANEL JOINT, TYPICAL

4 HOLLOW METAL DOORS AND FRAMES, TYPICAL

5 CONCRETE STOOP, SEE CIVIL DRAWINGS

6 PRE-CAST CONCRETE WALL PANELS AND PILASTERS

7 EXHAUST FAN, SEE MECHANICAL DRAWINGS

8 DASHED LINES REPRESENT LOUVER BEYOND, SEE

MECHANICAL DRAWINGS

9 WALL MOUNTED LIGHT FIXTURE, TYPICAL. SEE ELECTRICAL

DRAWINGS

10 ELECTRICAL EQUIPMENT, SEE ELECTRICAL DRAWINGS

11 LOUVER HOOD, SEE MECHANICAL DRAWINGS

12 PRECAST CONCRETE SPLASH BLOCK, TYPICAL

13 ROOF HATCH AND CURB (SHEET B D1/A-501), CENTER OVER

EACH PUMP LOCATION, SEE STRUCTURAL DRAWINGS FOR

SIZE OF OPENINGS

14 DASHED LINE REPRESENTS FUEL PIPING WITH 900MM FILL

OVER TOP, SEE CIVIL DWG

15 DASHED LINES REPRESENT CONCRETE FLOORING BEYOND

16 FUEL PIPING, SEE FUEL SYSTEM DRAWINGS

17 PREFINISHED METAL RAKE TRIM

18 PREFINISHED METAL GUTTER AND DOWNSPOUT, TYPICAL

A-201

E V

D I .A

.W A

M E

N D

M E

N T

D E

92.28

T.O FLOOR PLATE

103.55

T.O. CONC. ROOF (LOW END)

B A-310

T A

N K

A X

B A-310

100.5

T.O. WALL

A. ALL DIMENSIONS IN MILLIMETERS AND ALL ELEVATIONS IN

METERS UNLESS NOTED OTHERWISE.

B a k er

-J a co b s, J

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

O T

D A

T E

E N

A M

D L

E E

A S

T D

T P

B O

C H

E S

T E

V A

-1

C:\_Revit_Local_Models\JR-479505B-DM-SAI-PUHO_Chris.Perry1.rvt

12/1/2022 12:12:26 PM

/1 /2

U D

J O

R D

A N

J U

L Y

E R

-2 -R

-0

B U

L K

P E

T R

O L E

U M

N D

L U

B R

N T

S S

T O

R A

G E

J R

-4

-A -3

E -0

A R

R E

L J

E T

F U

E L T

A N

K S

S H

A N

N O

W H

R S

C H

W A

R T

M P

R A

T T

B U

S E

C T

AM 0002

B A-3011 : 50B A-110

A1 BUILDING SECTION

GENERAL SHEET NOTES

SHEET KEYNOTES

1 HOLLOW METAL DOORS AND FRAMES, TYPICAL

2 CONCRETE BEAM, TYPICAL. SEE STRUCTURAL DRAWINGS

3 TANK ACCESS AND ROLLING COVER, SEE STRUCTURAL

DRAWINGS

4 ROOF HATCH & CONCRETE CURB, SEE B D1/A-501

5 FUEL PUMP, TYPICAL, SEE FUEL SYSTEM AND ELECTRICAL

DRAWINGS

6 GALVANIZED METAL GRATE STAIR AND RAILING SYSTEM

7 LOUVER HOOD, SEE MECHANICAL DRAWINGS

8 EXHAUST FAN, SEE MECHANICAL DRAWINGS

9 PROTECTIVE GROUT

10 MEMBRANE WATERPROOFING

11 MANWAY WITH ACCESS LADDER

12 PROTECTION BOARD

GRAPHIC SCALE

1:50

5m1m 4m3m2m0m

E V

D I .A

.W A

M E

N D

M E

N T

D E

92.28

T.O FLOOR PLATE

103.55

T.O. CONC. ROOF (LOW END)

T A

N K

A X

3 4

100.5

T.O. WALL

A. ALL DIMENSIONS IN MILLIMETERS AND ALL ELEVATIONS IN

METERS UNLESS NOTED OTHERWISE.

B a k er

-J a co b s, J

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

O T

D A

T E

E N

A M

D L

E E

A S

T D

T P

B O

C H

E S

T E

V A

-1

C:\_Revit_Local_Models\JR-479505B-DM-SAI-PUHO_Chris.Perry1.rvt

12/1/2022 12:12:27 PM

/1 /2

U D

J O

R D

A N

J U

L Y

E R

-2 -R

-0

B U

L K

P E

T R

O L E

U M

N D

L U

B R

N T

S S

T O

R A

G E

J R

-4

-A -3

E -0

A R

R E

L J

E T

F U

E L T

A N

K S

S H

A N

N O

W H

R S

C H

W A

R T

M P

R A

T T

B U

S E

C T

AM 0002

B A-302

1 : 50B A-110

A1 BUILDING SECTION

GRAPHIC SCALE

1:50

5m1m 4m3m2m0m

GENERAL SHEET NOTES

SHEET KEYNOTES

1 GALVANIZED METAL GRATE STAIR AND RAILING SYSTEM

2 ROOF HATCH & CONCRETE CURB, SEE B D1/A-501

3 INTAKE LOUVERS, SEE MECHANICAL DRAWINGS

4 FUEL PUMP, TYPICAL, SEE FUEL SYSTEM AND ELECTRICAL

DRAWINGS

5 TANK ACCESS AND ROLLING COVER, SEE STRUCTURAL

DRAWINGS

6 CONCRETE BEAM, TYPICAL. SEE STRUCTURAL DRAWINGS

7 MANWAY WITH ACCESS LADDER

8 MEMBRANE WATERPROOFING

9 PROTECTIVE GROUT

10 PROTECTION BOARD

E V

D I .A

.W A

M E

N D

M E

N T

D E

100.5

T.O. WALL

TYPICAL WALL CONSTRUCTION:

• 100mm PRECAST CONCRETE PANEL

• 50 mm AIR CAVITY

• RIGID INSULATION (R-13)

• DRAINAGE MAT

• AIR & MOISTURE BARRIER

• 200mm CAST-IN-PLACE CONCRETE WALL

METAL FASCIA WITH

TREATED EDGE BLOCKING

AND DRIP EDGE

4-PLY ROOFING FELT

SYSTEM WITH MINERAL CAP

SHEET OVER GLASS MAT

GYPSUM COVER BOARD AND

RIGID INSULATION (R-19 MIN.)

103.55

T.O. CONCRETE ROOF (LOW END)

INTAKE LOUVER, SEE

MECHANICAL DRAWINGS

GRADE LINE

CONTINUOUS THRU

WALL FLASHING &

TERMINATION BAR

WEEP AT 400MM OC

CONTINUOUS WATERPROOFING

INTAKE HOOD MOUNTED

TO SAND LOUVER

B A-540

M O

PUMP HOUSE FLOOR

100.5

T.O. WALL

TYPICAL WALL CONSTRUCTION

GRADE LINE

CONTINUOUS THRU WALL

FLASHING & TERMINATION BAR

WEEP AT 400MM OC

4-PLY ROOFING FELT SYSTEM

WITH MINERAL CAP SHEET OVER

GLASS MAT GYPSUM COVER

BOARD AND RIGID INSULATION

(R-19 MIN.)

CONTINUOUS WATERPROOFING

AND TERMINATION BAR

B A-501

LINE OF PILASTER (BEYOND)

CONCRETE BEAM BEYOND, SEE

STRUCTURAL DRAWINGS

PRECAST ANCHOR WITH BEARING

PAD, BY MANUFACTURER

SEALANT WITH BACKER ROD

150MM PREFINISHED METAL GUTTER

400 50

75MM X 100MM PREFINISHED

METAL DOWNSPOUT, BEYOND

2% SLOPE

PUMP HOUSE FLOOR

100.5

T.O. WALL

103.55

T.O. CONCRETE ROOF (LOW END)

B A-501

2% SLOPE

TYPICAL WALL CONSTRUCTION

GRADE LINE

4-PLY ROOFING FELT SYSTEM WITH

MINERAL CAP SHEET OVER GLASS

MAT GYPSUM COVER BOARD AND

RIGID INSULATION (R-19 MIN.)

LINE OF PILASTER (BEYOND)

CONCRETE BEAM BEYOND, SEE

STRUCTURAL DRAWINGS

PRECAST ANCHOR WITH BEARING

PAD, BY MANUFACTURER

SEALANT WITH BACKER ROD

150MM PREFINISHED METAL GUTTER

75MM X 100MM PREFINISHED

METAL DOWNSPOUT, BEYOND4.33% SLOPE

HOLLOW METAL DOOR AND

FRAME, SEE DOOR SCHEDULE

GALVANIZED METAL STAIR

AND RAILING SYSTEM

B A-502

B A-501

B A-540

B a k er

-J a co b s, J

GRAPHIC SCALE

1:25

2.5m0.5m 2m1.5m1m0m

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

O T

D A

T E

E N

A M

D L

E E

A S

T D

T P

B O

C H

E S

T E

V A

-1

C:\_Revit_Local_Models\JR-479505B-DM-SAI-PUHO_Chris.Perry1.rvt

12/1/2022 12:12:28 PM

/1 /2

U D

J O

R D

A N

J U

L Y

E R

-2 -R

-0

B U

L K

P E

T R

O L E

U M

N D

L U

B R

N T

S S

T O

R A

G E

J R

-4

-A -3

E -0

A R

R E

L J

E T

F U

E L T

A N

K S

S H

A N

N O

W H

R S

C H

W A

R T

M P

R A

T T

W A

L L S

E C

N S

AM 0002

B A-310

1 : 25B A-110

C1 WALL SECTION

1 : 25B A-110

C4 WALL SECTION

1 : 25B A-110

C7 WALL SECTION

E V

D I .A

.W A

M E

N D

M E

N T

D E

103.55

T.O. CONCRETE ROOF (LOW END)

CONTINUOUS SEALANT

AND BACKER ROD

ROOF RIGID INSULATION

R-19 (MINIMUM)

PREFINISHED SHEET

METAL FLASHING

CONTINUOUS TREATED WOOD

ROOF EDGE BLOCKING

PREFINISHED 150MM x 150MM

BOX GUTTER

TYPICAL WALL CONSTRUCTION:

• 100mm PRECAST

CONCRETE PANEL

• 50mm AIR CAVITY

• RIGID INSULATION (R-13)

• DRAINAGE MAT

• AIR & MOISTURE BARRIER

• 200mm CAST-IN-PLACE

CONCRETE WALL

SPRAY FOAM PERIMETER

GAP AT RIGID INSULATION

PRECAST CONCRETE PANEL

ANCHOR AND BEARING PAD

4-PLY ROOFING FELT

SYSTEM WITH MINERAL CAP

SHEET OVER GLASS MAT

GYPSUM COVER BOARD

PRECAST ANCHOR AND

PLATES AND STUDS, SEE

STRUCTURAL DWG

PREFINISHED DOWNSPOUT ON

PRECAST PILASTER BEYOND

CONCRETE ROOF SLAB AND

CURB, SEE STRUCTURAL

DRAWINGS

ROOF INSULATION

R-19 (MINIMUM)

38mm TREATED WOOD

BLOCKING ANCHORED

TO THE CONCRETE CURB

W/ 12mm X 100mm

EXPAN. ANCHORS @

200mm O.C. STAGGERED

CONTINUOUS SEALANT

AT PERIMETER

ROOF HATCH, SEE

STRUCTURAL DRAWINGS

FOR OPENING SIZES AND

CURB DIMENSIONS

PREFINISHED METAL FLASHING

AND CONTINUOUS CLEATS

BASE FLASHING

TREATED WOOD CANT STRIP

4-PLY ROOFING FELT

SYSTEM WITH MINERAL CAP

SHEET OVER GLASS MAT

GYPSUM COVER BOARD

12mm X 100mm STAINLESS

STEEL EXPAN. ANCHORS @

200mm O.C. STAGGERED

B a k er

-J a co b s, J

GRAPHIC SCALEGRAPHIC SCALE

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

O T

D A

T E

E N

A M

D L

E E

A S

T D

T P

B O

C H

E S

T E

V A

-1

C:\_Revit_Local_Models\JR-479505B-DM-SAI-PUHO_Chris.Perry1.rvt

12/1/2022 12:12:29 PM

/1 /2

U D

J O

R D

A N

J U

L Y

E R

-2 -R

-0

B U

L K

P E

T R

O L E

U M

N D

L U

B R

N T

S S

T O

R A

G E

J R

-4

B -A

-5

T -0

A R

R E

L J

E T

F U

E L T

A N

K S

S H

A N

N O

W H

R S

C H

W A

R T

M P

R A

T T

S E

C T

D E

T A

AM 0002

B A-5011 : 10A1

SECTION DETAIL

1:10

1m0.2m 0.8m0.6m0.4m0m

1 : 10E1

DETAIL - PUMP ACCESS HATCH

E V

D I .A

.W A

M E

N D

M E

N T

D E

LAV-1

EWH-1

CP-1

BFP-1

TMV-1

TMV-2

32 mmø - CW

IE: 98984

32 mmø - HW

IE: 98984

25 mmø - HWR

IE: 98984

HOSE RACK SEE

DETAIL D4/$SP501

HB-1

SEE CIVIL DWG

CU401 FOR

CONTINUATION

50 mmø - CW

IE: 99515

(NON-POTABLE)

EWS-1

EMERGENCY SAFETY SHOWER

AND EYE/FACE WASH; SEE

DETAIL A1/SP501

32 mmø - CW

20 mmø - CW

32 mmø - HW

32 mmø - CW

CONTROL ROOM

FILTER ROOM

25 mmø - HWR

SEE CIVIL DWG

CU401 FOR

CONTINUATION

15 mmø - CW

15 mmø - HW 50 mmø - CW

15 mmø - HW

15 mmø - CW

40 mmø - CW

20 mmø - HWR 32 mmø - CW

32 mmø - HW 25 mmø - HWR

TOILET

C P-301

WHAM-1

B a k e r-

J a co b s, J

GRAPHIC SCALE

PLAN NORTH

DIM. NOTE & NORTH

KEY PLAN

1:50

5m1m 4m3m2m0m

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L O

T D

A T

E N

A M

D L

E E

A S

T D

T P

B O

C H

E S

T E

V A

-1

C:\_Revit_Local_Models\2018\JR-479505C-DM-MPF-FIBU_brandon.bomar2AQPG.rvt

12/2/2022 9:03:32 AM

/2 /2

U D

J O

R D

A N

J U

L Y

R -2

-R

-0

B U

L K

P E

T R

O L

E U

A N

D L

U B

A N

T S

T O

R A

G E

J R

-4

J R

-4

-P -1

P N

-0

T E

R B

M A

G L

E Y

B B

O M

A R

Q U

N B

E R

R Y

P R

A T

T P

L U

M B

W A

T E

R S

U P

P L Y

F L

O O

R P

L A

AM 0002

C P-102

GENERAL SHEET NOTES

SHEET KEYNOTES

1 : 50A1

PLUMBING - WATER SUPPLY (NON-POTABLE) GROUND

FLOOR PLAN

1. WATER SERVICE ENTRANCE, SEE DETAIL D1/SP501

2. ELECTRIC TANK STORAGE WATER HEATER (EWH-1), SEE

DETAIL A5/SP501

3. CIRCULATING PUMP (CP-1), SEE DETAIL D8/SP501

4. EXPANSION TANK (ET-1). INSTALL ON WALL IN VERTICAL

POSITION USING MOUNTING BRACKET DESIGNED FOR THIS

PURPOSE.

5. CALIBRATED BALANCE VALVE SET @ 0.13 L/S

6. PIPING ENTRANCE TO BUILDING FROM BELOW SLAB.

SEE DETAIL F6/$SP502.

7. THE 20-mm HWR LINES FROM EACH PUMP HOUSE COMBINE INTO ONE 25-mm HWR FOR RETURN TO FILTER BUILDING;

SEE CIVIL SITE PLAN, CU401, FOR ROUTING.

8. FURNISH CEILING ACCESS PANEL FOR ISOLATION VALVES

ABOVE TOILET ROOM CEILING; COORDINATE WITH

ARCHITECTURAL.

A. REFER TO SP001 FOR GENERAL NOTES, SYMBOL LEGEND AND

ABBREVIATIONS.

E V

D I

.A .W

M E

N D

M E

N T

D E

J R

80mm X 3M HOSE

(TYP. OF 2)

PGPG

PRES. GAUGE, 0-2

MPa (TYP. OF 4)

150mmPLUG

VLV (TYP.)

BASKET STRAINER

(TYP. OF 2)

100mm FILL

CONTROL VLV

(TYP. OF 2)

FUEL METER

(TYP. OF 2)

150 SST

PG PG

PIG RECEIVER

300 SST

150 SST

PIG LAUNCHER

S T

100 SST

300 SST

MAV

300 SST

150 SST TO DIESEL TANKS

MANUAL

BYPASS

SST BLIND

FLANGE

(TYP.)

LOW-POINT DRAIN

(TYP. OF 4)

300 SST

100 SST

CONCRETE GROUND VAULT

PLUG VLV (TYP.)

LOW-POINT DRAIN

MAV

S T

DPT

250mm ISSUE VENTURI

SURGE TANK

PG PG

PGPG PS

MAV

BPCP-1

PCV-1

D/FV-1

50 SST

PIT

200 SST

MOTORIZED VLV (TYP.)

200 SST

50 SST

SST

200 SST

50 CCS

25 CCS

50 CCS

S T

C C

FROM HHT CHECKOUT

SLOPE 1.5% DOWN

FLOAT SWITCH W/

MANUAL TEST

FUEL TRANSFER PUMP,

FTP-1, 3.78 L/S (60 GPM)

FLOAT SWITCH

PGPG

LADDER

MANWAY

ELECTRIC PUMP EP-1

LEAK DETECTION MONITOR

HOSE

SAMPLING & GAUGING HATCH

PS 50 FILL

MAV

IFIF

OV-1 CLOSES AT 95%

FILL LEVEL; OPENS AS

LEVEL DROPS BELOW

95% FILL LEVEL

25 CCS

50 SST

C C

S S

S T

300 SST HEADER

300 BLIND

FLANGE

MAV (TYP.

OF 3)

200 SST TO TRUCK

OFFLOADS (JP-8)

50 SST

MAV

200 SST

S S

MAV

STRAINER

P G

D P

MAV

FSI-5 FSR-2 FSR-15

C C

D P

50 CCS

HEADER

300 CCS

HEADER

25 CCS

IF IF IF

IFIF

MAV

C S

S T

N.C.

MAV

C S

300 SST

HEADER

25 CCS (TYP.)

C C

FSCV (TYP.)

25 CCS (TYP.)

C C

N.C.

C S

50 CCS

25 CCS

50CCS

MAV (TYP.)

FSCV FSCV

C S

200 CCS (TYP.)

200 CCS

200 SST

PIPING MATERIAL LEGEND

CCS

SST

COATED CARBON STEEL

STAINLESS STEEL

MATCHLINE: SEE SHEET M-612

FROM TANK NO. 1 FROM TANK NO. 2

300 CCS BLIND

FLANGE FOR

FUTURE TANK NO. 3

TO BLADDER FARM

MAV

N.O.N.O.

25 SST

N.C.

N.O.

PRESSURE

RESERVOIR

SST

100mm RETURN VENTURI

MAV

N.O.

50 CCS

FSI-4

D P

FSI-3

D P

FSI-2

D P

FSI-1

D P

50 CCS

C C

D P

C C

D P

MAV

300 SST

LOOP FOR

PIG

TESTING

SEE XM110

FOR

CONTIUATION

DOUBLE BLOCK AND

BLEED PLUG VALVE

DOUBLE BLOCK AND

BLEED PLUG VALVE

IFIFIF

TO HHT

I140

I139

I25

I24

I27 N.C.

I32 I26

I30I30

I28

I31

I29

I33

I23

I17

I22 I21 I20 I19

I16 I15 I14 I13

SEE DETAIL E1 ON EM-413 FOR

I138, R17, AND R18 AT HHT

LPD

I37

R5 R6

R14

FOR FUTURE

TANK NO. 3

I34 R10

R11I35

I141

PGI11 I12

LPD LPD

LPDLPD

RETURN TO TANK NO. 2RETURN TO TANK NO. 1

I36

I142

DPT

R15

PIT

50 SST

N.C.

B a k er

-J a co b s, J

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

O T

D A

T E

E N

A M

D L

E E

A S

T D

T P

B O

C H

E S

T E

V A

-1

C:\Users\MenardTC\OneDrive - Jacobs\Documents\JR-479505C-DM-MPF-FIBU_travis.menardMLGQC.rvt

12/1/2022 10:14:34 AM

/1 /2

U D

J O

R D

A N

J U

L Y

E R

-2 -R

-0

B U

L K

P E

T R

O L E

U M

N D

L U

B R

N T

S T

O R

A G

J R

-4

J R

-4

-M -6

I-

T E

R B

T M

E N

A R

T M

E N

A R

G O

O D

E L

M P

R A

T T

F U

E L S

Y S

T E

M S

C H

E M

A T

AM 0002

M-611NTSA1

FUEL PIPING SCHEMATIC - 1

GENERAL SHEET NOTES

SHEET KEYNOTES#

1. STAINLESS STEEL PIPING INDICATED IS PER OPTION 5. BASE

PRICING SHALL BE BASED ON COATED CARBON STEEL IN

LIEU OF STAINLESS STEEL.

1 1

E V

D I .A

.W A

M E

N D

M E

N T

D E

300 CCS

200 CCS

300 CCS

200 CCS

MATCHLINE: SEE SHEET M-610

PG PG

PGPG

PG PG

PGPG

PG PG PG

FS FS

OPERATING TANK NO. 1

HLV-1

LEVEL CNTR

FLOAT

FP-5

CV-5

CV-4

FP-4

FP-3

FP-2

FP-1

CV-3

CV-2

CV-1

CV-11

50 CCS TO PROD.

RECOVERY TANK

WSP-1

FILL RISER

C S

300 CCS

150 CCS (TYP.) PG PG

PGPG

PG PG

PGPG

PG PG PG

FS FS

OPERATING TANK NO. 2

HLV-2

LEVEL CNTR

FLOAT

FP-10

CV-10

CV-9

FP-9

FP-8

FP-7

FP-6

CV-8

CV-7

CV-6

CV-12

50 CCS TO PROD.

RECOVERY TANK

WSP-2

FILL RISER

C S

300 CCS

150 CCS (TYP.)

S T

CONCRETE GROUND

VAULT LOCATED IN

BLADDER FARM

LOW-POINT DRAINPLUG VLV

IF IF

R12 I10

R13

CAM LOCK

CONNECTION FOR

BLADDER FARM

CAM LOCK

CONNECTION

(TYP)

B a k er

-J a co b s, J

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

O T

D A

T E

E N

A M

D L

E E

A S

T D

T P

B O

C H

E S

T E

V A

-1

C:\Users\MenardTC\OneDrive - Jacobs\Documents\JR-479505C-DM-MPF-FIBU_travis.menardMLGQC.rvt

12/1/2022 10:11:54 AM

/1 /2

U D

J O

R D

A N

J U

L Y

E R

-2 -R

-0

B U

L K

P E

T R

O L E

U M

N D

L U

B R

N T

S T

O R

A G

J R

-4

J R

-4

-M -6

I-

T E

R B

T M

E N

A R

T M

E N

A R

G O

O D

E L

M P

R A

T T

F U

E L S

Y S

T E

M S

C H

E M

A T

AM 0002

C M-612

NTSD2

FUEL PIPING SCHEMATIC - 2

E V

D I .A

.W A

M E

N D

M E

N T

D E

FILTER ROOM

GENERATOR

ROOM

MSB

CU-1

C-AHU-1

C-UH-2

C-UH-1 C-EF-1

MD-1

C-EF-2

MD-1

EMGB

EGB

LOAD BANK

CONNECTION

FUTURE

PB: 1

C-EF-3

C-EF-1

PB: 5PA: 14,16,18

C-UH-1

C-UH-2

PA: 8,10,12

PB: 8

PB: 9

C-UH-3

PB: 32,34,36

PB: 10

PUMP

CONTROLLER

PB: 12

PBB

PB: 17

PB: 16,18,20

EWH-1

PB: 19,21,23

PB: 29,31,33

PA: 20

FACP

PB: 22

BATTERY CHARGER

REMOTE

GENERATOR

ANNUNCIATOR

PANEL

EYE WASH

LOUVER

WITH

MOTORIZED

DAMPER

PROVIDE SKIRT

FOR RADIATOR

FAN.

Z1 Z1

PB: 6

STANDBY

GENERATOR

GFI

+1200mm

PB: 27

PB: 24

ATG

PB: 15

TELECOM

CABINET

GFI

CP-1

PB: 7

PB: 11

PB: 14

LIGHTING

PANEL

RELAY

EGB

PB: 13

REFER TO SHEET D1/SE511

FOR ELEVATION

MCC REFER TO SHEET

A1/SE511 FOR ELEVATION

B a k er

-J a co b s, J

GRAPHIC SCALE

PLAN NORTH

DIM. NOTE & NORTH

KEY PLAN

1:50

5m1m 4m3m2m0m

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

O T

D A

T E

E N

A M

D L

E E

A S

T D

T P

B O

C H

E S

T E

V A

-1

C:\_Revit_Local_Models\JR-479505C-DM-ETFA-FIBU_Chris.Perry1.rvt

12/1/2022 5:04:52 PM

/1 /2

:0 :5

U D

J O

R D

A N

J U

L Y

E R

-2 -R

-0

B U

L K

P E

T R

O L E

U M

N D

L U

B R

N T

S S

T O

R A

G E

J R

-4

C -E

-1

P N

-0

T E

R B

M C

W H

O R

T E

T N

G U

Y E

R O

E M

E R

M P

R A

T T

P O

W E

R P

L A

AM 0002

C E-120

1 : 50A1

POWER PLAN

A PROVIDE EQUIPMENT AND DEVICES WITHIN FILTER ROOM

AS EXPLOSION PROOF. REFER TO HAZARDOUS PLAN

SHEET E-130.

B PROVIDE LOAD BANK ENCLOSURE CONNECTION ON THE

EXTERIOR OF THE FILTER BUILDING.

C MOUNT RECEPTACLES AT A MINIMUM 1066mm ABOVE

FINISHED FLOOR.

D PROVIDE 2-4mm SQ AND 1-4mm SQ GROUND IN 21mm

CONDUIT UNLESS OTHERWISE NOTED.

E PROVIDE 240 VOLT, 30 AMP, 1-POLE LOCKABLE

DISCONNECT SWITCH UNLESS OTHERWISE NOTED.

1 PROVIDE DISCONNECT SAFETY SWITCH AS 600 VOLT, 30

AMP, 3-POLE, IEC IP54 RATED. PROVIDE 3-4mm SQ, 1-4mm SQ GROUND IN 21mm CONDUIT. PROVIDE CONNECTION TO

EQUIPMENT ACCORDING TO MANUFACTURER

REQUIREMENTS.

2 PROVIDE CONCRETE HOUSEKEEPING PAD WITH

DEPRESSED CABLE PULLING PIT BELOW MOTOR

CONTROL CENTER. REFER TO STRUCTURAL FOR DETAILS.

3 PROVIDE CIRCUITS FOR PUMP CONTROLLER.

COORDINATE WITH INSTRUMENTATION PLANS.

4 PROVIE 3-4mm SQ, 1-4mm SQ GROUND IN 21mm CONDUIT

AND 600 VOLT, 30 AMP, 3 POLE LOCKABLE DISCONNECT

SAFETY SWITCH.

5 PROVIDE CIRCUIT FOR GENERATOR BATTERY CHARGER.

PROVIDE CONNECTIONS ACCORDING TO

MANUFACTURER'S REQUIREMENTS.

6 PROVIDE IP54 RATED DISCONNECT SWITCH WITH

CAMLOCK FOR TEMPORARY LOAD BANK TESTING FOR

GENERATOR.

7 PROVIDE CONCRETE HOUSEKEEPING PAD WITH

DEPRESSED CABLE PULLING PIT BELOW MSB. REFER TO

STRUCTURAL FOR DETAILS.

8 PROVIDE BACKUP STANDBY GENERATOR ON VIBRATION

ISOLATORS AND 72-HOUR SUB BASE DIESEL TANK.

INSTALL IN ACCORDANCE WITH MANUFACTURER

REQUIREMENTS.

9 PROVIDE GATE CONTROL CONDUIT STUB UP.

GENERAL SHEET NOTES

SHEET KEYNOTES#

GENERATOR SEQUENCE

A GENERATOR MANUAL OPERATION START/STOP USING

MANUFACTURER PROVIDED PUSH BUTTON MOUNTED ON

GENERATOR.

B OPEN THE UTILITY SERVICE KEYED MAIN CIRCUIT

BREAKER IN MSB AND CLOSE THE KEYED GENERATOR

FEEDER CIRCUIT BREAKER.

C PROVIDE GENERATOR CONTROLLER TO SIGNAL

PENTHOUSE INTAKE LOUVER MOTORIZED DAMPER TO

OPEN AND RADIATOR DISCHARGE MOTORIZED DAMPER

TO OPEN.

D PROVIDE GENERATOR CONTROL TO RECEIVE SIGNAL

THAT BOTH THE RADIATOR DISCHARGE LOUVER AND THE

INTAKE PENTHOUSE LOUVER MOTORIZED DAMPERS ARE

OPEN PRIOR TO STARTING GENERATOR.

E PROVIDE GENERATOR MANUFACTURER MANUAL

SHUTDOWN STOP PUSHBUTTON.

F PROVIDE GENERATOR CONTROLLER TO SEND SIGNAL TO

INTAKE PENTHOUSE LOUVER AND RADIATOR DISCHARGE

LOUVER MOTORIZED DAMPERS TO CLOSE.

G PROVIDE GENERATOR REMOTE ANUNCIATOR PANEL TO

INDICATE WHEN INTAKE LOUVER AND RADIATOR

DISCHARGE LOUVER ARE OPEN.

E V

D I .A

.W A

M E

N D

M E

N T

D E

610mm X 610mm X 610mm

WALL MOUNTED

NETWORK CABINET

(REFER TO SHEET

T-110, F1)

(4) WAO

CAT 6

48-STRAND SM FOC

FROM CLOSEST ITN

ACCESSED BY CMH45

FILTER BUILDING

CAT 6, TYP

(2) WAP

CAT 6

(2) WALL

PHONE CAT 6

(2) WALL

PHONE CAT 6

MGB

PBB

CONTROL RM 101

(TELECOM)

COMM ENTRY ELECTRICAL

PANEL WITH GROUND BAR

#4/0 AWG

5 mm2

25 mm2

GROUND

STEEL COLUMN

FINISHED FLOOR

CONTROL RM 101

(ELECTRICAL)

B a k er

-J a co b s, J

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

P L

O T

D A

T E

E N

A M

D L

E E

A S

T D

T P

B O

C H

E S

T E

V A

-1

C:\_Revit_Local_Models\2018\JR-479505C-DM-ETFA-FIBU_diane.riosEZM7N.rvt

12/1/2022 12:30:46 PM

/1 /2

U D

J O

R D

A N

D E

E R

-2 -R

-0

B U

L K

P E

T R

O L E

U M

N D

L U

B R

N T

S S

T O

R A

G E

J R

-T -6

I-

T E

R B

M A

D K

H O

F F

M A

M P

R A

T T

T E

L E

C O

M M

U N

N R

R D

R A

AM 0002

C T-601

GENERAL SHEET NOTES

SHEET KEYNOTES

1. REFER TO SHEET ST001 AND ST002 FOR TYPICAL

ABBREVIATIONS, NOTES, SYMBOLS AND DETAILS.

NTSA1

BUILDING TELECOMMUNICATIONS RISER DIAGRAM

1. WALL PHONE WILL BE CLASS I DIVISION II ENCLOSURE IN

ORDER TO MEET THE CLASSIFICATION LEVEL OF THE ROOM

ENVIRONMENT.

2. TO BE PROVIDED BY ELECTRICAL.

NTSE1

GROUNDING RISER DIAGRAM

E V

D I .A

.W A

M E

N D

M E

N T

D E

PRESSURE/ VACUUM

GAUGE

100mm OFFLOAD ADAPTER:

SS CAMLOCK WITH CAP

150mm SIGHT FLOW

INDICATOR

(ROTATED TO

PREVENT WATER/

ICE BUILD UP)

SS CAMLOCK WITH CAP

FOR DIRECT-PUMPED

OFFLOAD

100mm POSITIVE DISPLACEMENT

METER W/ INLET-SIDE STRAINER/

AIR ELIMINATOR (METER SHALL

HAVE MECHANICAL

TEMPERATURE COMPENSATION

TYPICAL PIPE SUPPORT FOR

PIPING ON PAD

100mm FLOW CONTROL VALVE

W/ CONTROL TUBING FROM AIR

ELIMINATOR (CONTROL TUBING

NOT SHOWN)

SAMPLE CONNECTION

SEE DETAIL A1 ON M-511

METER PROVING

CONNECTIONS:

WITH 50mm SINGLE POINT

CONNECTION UPSTREAM

AND 100mm CAMLOCK

DOWN STREAM

LPD

150mm BASKET

STRAINER W/

SUPPORT FEET,

DRAIN & DP GAUGE

FLEXIBLE

CONNECTION

1,135 LPM (300 GPM)

SELF PRIMING

CENTRIFUGAL

OFFLOAD PUMP

OP-3 F S 1

AIR ELIMINATOR

PIPING FROM PUMP

20 LITER SS DRAIN TANK

W/ 50mm DRAIN PIPING

FROM PUMP/AIR

ELIMINATOR SEE DETAIL

D8 ON M-510

PADDLE TYPE FLOW

SWITCH

100mm DIESEL FUEL PIPING

25mm RELIEF

PIPING. FOR SMALL

PIPING SUPPORT

SEE DETAIL B6 ON

M-511

D M-410

SILENT WAFER CHECK

VALVE

AIR RELIEF VALVE

DOUBLE BLOCK AND BLEED

VALVE

100mm OFFLOAD

PIPING

SAMPLE CONNECTION

LPD

METER PROVING

CONNECTIONS

F S

FLOW CONTROL VALVE

FLOW SWITCH

POSITIVE DISPLACEMENT

METER

STRAINER/

AIR ELIMINATOR

DIRECT-PUMP OFFLOAD

150mm STRAINER W/

SUPPORT FEET & DRAIN

150mm SIGHT FLOW

INDICATOR (ROTATE 45

DEG. TO PREVENT WATER/

ICE BUILD UP)

100mm OFFLOAD CONNECTION. NOT TO EXCEED 595mm ELEVATION

ABOVE SLAB

E L E

V A

N S

E T

B Y

P U

M P

I N

L E

E L E

V A

N S

E T

B Y

P U

M P

C H

A R

G E

PIPE SLEEVE

(TYP.)

S E

E N

O T

MECHANICALLY

ADJUSTABLE SEGMENTED

ELECTROMETRIC SEAL

(TYP.)

150mm x 100mm

REDUCER

NOTES:

1. THE TOP OF THE SLEEVE SHALL BE A MINIMUM OF 150mm ABOVE GRADE

AND THE BOTTOM OF THE SLEEVE SHALL BE BELOW FROST.

CONTROL SYSTEM

RECEIPT SYSTEM OPERATION

WHEN THE OPERATOR HAS CONNECTED THE SCULLY PANEL AND THE RECEIPT

TANK SELECTOR SWITCH IS IN THE CORRECT POSITION, A RECEIPT PERMISSIVE

PILOT LIGHT WILL ILLUMINATE IF:

A.THE CORRECT RECEIPT TANK FILL VALVE IS OPEN

B.THE OPPOSITE TANK RECEIPT VALVE IS CLOSED

C.AND THE TANK FUEL LEVEL IS BELOW THE HIGH-HIGH LEVEL

IF THE FUEL LEVEL IN EITHER TANK IS ABOVE THE HIGH LEVEL POINT, A HIGH-

LEVEL PILOT LIGHT WILL ILLUMINATE AND IF THE HIGH FUEL LEVEL IS FOR THE

SELECTED RECEIPT TANK AN ALARM WILL SOUND

RECEIPT PUMP OPERATION

WHEN THE SELECTED TANK RECEIPT PERMISSIVE PILOT LIGHT IS ILLUMINATED,

TURNING THE PUMP START SELECTOR SWITCH TO RUN WILL START THE PUMP. IF

THE PUMP FLOW SWITCH DOES NOT MAKE WITHIN 5-SECONDS, THE PUMP WILL

STOP AND THE PUMP FAIL PILOT LIGHT WILL ILLUMINATE.

ONCE PUMP FLOW HAS BEEN MADE, IF THE FLOW STOPS FOR MORE THAN 2-

MINUTES, WITH THE PUMP START SELECTOR SWITCH STILL IN THE RUN

POSITION, THE PUMP WILL STOP AND THE PUMP FAIL PILOT LIGHT WILL

ILLUMINATE.

RESET OF THE PUMP FAIL CIRCUIT IS ACCOMPLISHED BY TURNING THE PUMP

START/STOP SELECTOR SWITCH TO OFF, AND PRESSING THE RESET

PUSHBUTTON.

SEQUENCE OF OPERATION:

PHYSCIAL CONNECTIONS

PUMPED OFFLOAD

TO INITIATE A TRUCK OFFLOAD, AN OPERATOR CONNECTS THE OFFLOAD HOSE

TO THE TRUCK COMPARTMENT CONNECTION, OPENS THE ASSOCIATED

COUPLER AND BALL VALVE. THE OPERATOR WILL THEN OPEN THE FULL PORT

BALL VALVE UPSTREAM OF THE PUMP ALLOWING FUEL TO FLOW TO THE INLET

SIDE OF THE PUMP. THE BALL VALVE ASSOCIATED THE DESIRED TANK SHALL BE

OPENED. THE START SELECTOR SWITH IT SET TO RUN, THE PUMP WILL BE

ALLOWED TO START.

WHILE THE PUMP IS RUNNING, THE AIR BLOCK / FLOW CONTROL VALVE ON THE

DOWNSTREAM SIDE OF THE METER THAT IS TIED TO THE AIR ELIMINATOR

DOWNSTREAM OF THE PUMP WILL REMAIN CLOSED UNTIL ALL AIR IS REMOVED.

ONCE AIR IS REMOVED, THE AIR BLOCK / FLOW CONTROL VALVE WILL OPEN

ALLOWING FUEL TO FLOW AT 136.27 m3/h.

PUMP BYPASS

TO INITIATE A TRUCK OFFLOAD WITH A COMMERCIAL TRUCK THAT HAS A PUMP,

AN OPERATOR CONNECTS THE OFFLOAD HOSE TO THE TRUCK COMPARTMENT

CONNECTION, OPENS THE ASSOCIATED COUPLER AND BALL VALVE. THE

OPERATOR WILL THEN OPEN THE BALL VALVE ON THE PUMP BYPASS LINE. THE

BALL VALVE JUST DOWNSTREAM OF THE PUMP SHALL BE CLOSED. THE BALL

VALVE ASSOCIATED THE DESIRED TANK SHALL BE OPENED.

THE AIR BLOCK / FLOW CONTROL VALVE ON THE DOWNSTREAM SIDE OF THE

METER THAT IS TIED TO THE AIR ELIMINATOR DOWNSTREAM OF WILL REMAIN

CLOSED UNTIL ALL AIR IS REMOVED. ONCE AIR IS REMOVED, THE AIR BLOCK /

FLOW CONTROL VALVE WILL OPEN ALLOWING FUEL TO FLOW AT 136.27 m3/h.

B a k er

-J a co b s, J

US Army Corps of Engineers ®

SHEET ID

U S

A R

M Y

C O

R P

S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

2 3 4 5 6 7 8 9 10

D A

T E

File Path:

Plot Date:

M A

R K

D E

S C

UNLESS OTHERWISE NOTED, LINEAR

DIMENSIONS SHOWN ARE IN MILLIMETERS.

P L

O T

D A

T E

E N

A M

D L

E E

A S

T D

T P

B O

C H

E S

T E

V A

-1

C:\Users\MenardTC\OneDrive - Jacobs\Documents\JR-479505D-DM-MPF-5GTD_travis.menardMLGQC.rvt

12/1/2022 10:43:51 AM

/1 /2

U D

J O

R D

A N

J U

L Y

E R

-2 -R

-0

B U

L K

P E

T R

O L E

U M

N D

L U

B R

N T

S T

O R

A G

J R

-4

J R

-4

D -M

-4

L S

-0

A L L O

N T

A N

K S

S E

T M

E N

A R

T M

E N

A R

G O

O D

E L

M P

R A

T T

S E

L O

F F

L O

A D

AM 0002

D M-410

NTSB1

DIESEL OFFLOAD PLAN

NTSD M-410

C5 DIESEL OFFLOAD SECTION

E V

D I .A

.W A

M E

N D

M E

N T

D E

FUEL SYSTEM LEGEND

DPT

PIT

DIFFERENTIAL PRESSURE GAUGE

DIFERENTIAL PRESSURE TRANSMITTER

LIQUID LEVEL INDICATOR

METER

PRESSURE INDICATIONG TRANSMITTER

PRESSURE GAUGE

PRESSURE SENSOR

TEMPERATURE SENSOR

BASKET STRAINER

FLOW SWITCH

CONTROL VALVE

SIGHT FLOW INDICATOR

ANGLE TYPE CONTROL VALVE

LINE SIZE REDUCER

BALL VALVE

JET FUEL LINE

WYE STRAINER

PLUG VALVE

CAP

CONNECTOR

FLEXIBLE BALL JOINT

FLEXIBLE HOSE

CHECK VALVE

NEEDLE VALVE

INSULATING FLANGE

LIMIT SWITCH

SAMPLE CONNECTION

CONTROL VALVE WITH SOLENOID OPERATED PILOT SYSTEM

HYDRANT CONTROL VAVLVE

NON-SURGE CHECK VALVE WITH RATE OF FLOW CONTROLLER

RELIEF VALVE

MOTORIZED VALVE

ORIFICE

SAFETY…

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 Dec 15, 2022.