Am__3_Shahbaz_Drawings_28_Nov_16.pdf

PDF 2 MB Posted Nov 30, 2016

Attached to: Shahbaz Security Upgrades, Shahbaz Air Base Pakistan
Solicitation number: W912ER-17-R-0013
Issued by: Department of the Army Corps of Engineers Engineering District Middle East

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Drawings for Amendment 0003

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Other files

File	Type	Posted
Specifications_01_11_00_22Dec2016.pdf	PDF	Dec 22, 2016
W912ER-17-R-0013-0004.pdf	PDF	Dec 22, 2016
COST_BREAKDOWN_AMD_3_SHAHBAZ.pdf	PDF	Nov 30, 2016
W912ER-17-R-0013-0003.pdf	PDF	Nov 30, 2016
AMENDMENT__3_SPECIFICATIONS_DOC_445191_SHAHBAZ_17_NOV_16.pdf	PDF	Nov 30, 2016
PROPOSAL_SCHEDULE_AMD_3_SHAHBAZ.pdf	PDF	Nov 30, 2016
W912ER-17-R-0013-0002.pdf	PDF	Nov 16, 2016
W912ER-17-R-0013-0001.pdf	PDF	Oct 11, 2016
Attachment_A_-_Construction_Experience_Reference_sheet.docx	DOCX document	Oct 6, 2016
Shahbaz_Security_Upgr_Dwgs_06_Oct_16.pdf	PDF	Oct 6, 2016
Shabaz_Security_Upgrades_Cost_Breakdown_and_Proposal_Schedule.pdf	PDF	Oct 6, 2016
Attachment_B_-_Construction_Experience_Form.docx	DOCX document	Oct 6, 2016
PAKISTAN_VISA_HAND_SOP.DOCX	DOCX document	Oct 6, 2016
W912ER-17-R-0013.pdf	PDF	Oct 6, 2016
Visa_Application_Form_(NV).06272012.pdf	PDF	Oct 6, 2016
Attachment_C_-__USACE_Past_Performance_Questionnaire_PPQ.docx	DOCX document	Oct 6, 2016
CDC_SPECIFICATIONS_06_OCT_16_W912ER-17-R-0013_-_SHAHBAZ_PAKISTAN.pdf	PDF	Oct 6, 2016
Attachment_D_-_Contractor_Contact_Information_Sheet.docx	DOCX document	Oct 6, 2016

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SHEET ID

-0

R A

A B

E T

G-011

S W

E M

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

1 2 3

4 5

M A

R K

A P

P R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

E N

E R

A L

C h ie f, M a n a g e m e n t

B ra n c h

E X O

F D

R A

W T

SHEET ID

-0

G-011

S W

E M

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

1 2 3

4 5

M A

R K

A P

P R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

E R

A L

E X O

F D

R A

NO.

SHT.REF.

FILE NO. TITLE

AM/COP NO.REV. NO.

REVISIONS

NO.

SHT.REF.

FILE NO. TITLE

AM/COP NO.REV. NO.

REVISIONS

INDEX OF DRAWINGS

G-000

G-011

G-021

G-031

COVER SHEET

INDEX OF DRAWINGS

STANDARD ABBREVIATIONS

C-001

C-002

C-101

C-102

C-103

C-104

C-105

C-106

C-107

C-108

C-201

C-202

GENERAL

SITE DESIGN

C-225

C-226

C-228

STANDARD LEGENDS & SYMBOLS

C h ie f, M a n a g e m e n t

B ra n c h

R A

A B

E T

S W

P -4

PROJECT LOCATION AND VICINITY PLAN

SITE PLAN

GRADING PLAN

C-203

C-204

C-206

C-207

C-205

C-208

C-209

C-210

C-211

C-212

GRADING PLAN

GRADING PLAN & PROFILE

C-213

C-214

C-215

C-216

C-217

C-219

C-220

C-221

C-222

C-223

C-224

C-218

445191-GI000GN

445191-GI011GN

445191-GI021GN

445191-GI031GN

GRADING PLAN & PROFILE

C-227

C-229

C-230

C-231

C-232

C-233

C-234

GRADING PLAN & PROFILE

C-501

C-502 445191--CI502DT CULVERT DETAILS

445191--CI501DT ROAD DETAILS

445191--CI001LS

445191--CI101PN

445191--CI102PN

445191--CI103PN

445191--CI104PN

445191--CI105PN

445191--CI106PN

445191--CI107PN

445191--CI108PN

445191--CG201PN

445191--CG202PN

445191--CG203PN

445191--CG204PN

445191--CG205PN

445191--CG206PN

445191--CIG07PN

445191--CG208PN

445191--CG209PN

445191--CG210PN

445191--CG211PN

445191--CG212PN

445191--CG213PN

445191--CG214PN

445191--CG215PN

445191--CG216PN

445191--CG217PN

445191--CG218PN

445191--CG220PN

445191--CG221PN

445191--CG222PN

445191--CG223PN

445191--CG225PN

445191--CG226PN

445191--CG228PN

445191--CG229PN

445191--CG230PN

445191--CG231PN

445191--CG232PN

445191--CG233PN

445191--CG234PN

T O P

A F B

A S

C O

N S

T R

U C

T S

E C

U R

Y U

P G

R A

D E

T O P

A F B

A S

C O

N S

T R

U C

T S

E C

U R

Y U

P G

R A

D E

S H

A H

B A

Z P

A K

T A

N S

H A

H B

A Z P

A K

T A

C-003

C-004

C-005

C-006

C-007

C-008

C-009

C-010

C-011

C-012

C-013

445191--CI002PN TOPOGRAPHIC SURVEY MAP OVERVIEW

445191--CS003PN TOPOGRAPHIC SURVEY MAP SHEET 1

445191--CS004PN TOPOGRAPHIC SURVEY MAP SHEET 2

445191--CS005PN TOPOGRAPHIC SURVEY MAP SHEET 3

TOPOGRAPHIC SURVEY MAP SHEET 4

TOPOGRAPHIC SURVEY MAP SHEET 5

TOPOGRAPHIC SURVEY MAP SHEET 6

TOPOGRAPHIC SURVEY MAP SHEET 7

TOPOGRAPHIC SURVEY MAP SHEET 8

TOPOGRAPHIC SURVEY MAP SHEET 9

445191--CS006PN

445191--CS007PN

445191--CS008PN

445191--CS009PN

445191--CS010PN

445191--CS011PN

445191--CS012PN TOPOGRAPHIC SURVEY MAP SHEET 10

445191--CS013GN PERMANENT BENCHMARK COORDINATES LIST

C-014 445191--CS014LS OVRALL SITE PLAN

445191--CG227PN GRADING PLAN & PROFILE

445191--CG224PN

445191--CG219PN

XS-101 445191--XS101PN LAYOUT PLAN

XS-401

XS-501

XS-502

445191--XS401PN

445191--XS501PN

445191--XS502DT

DETAIL PLANS

PERIMETER WALL DETAILS

XE-101 445191--XE101PN ELECTRICAL SITE PLAN

XE-102 445191--XE102PN ELECTRICAL SITE PLAN

ELECTRICAL SITE PLAN

445191--XE103PNXE-103

XE-104 445191--XE104PN

XE-105 445191--XE105PN

XE-106 445191--XE106PN

XE-107 445191--XE107PN

XE-108 445191--XE108PN

XE-109 445191--XE109PN

XE-110 445191--XE110PN

XE-111 445191--XE111PN

XE-112 445191--XE112PN

XE-113 445191--XE113PN

XE-114 445191--XE114PN

XE-115 445191--XE115PN

XE-116 445191--XE116PN

XE-117 445191--XE117PN

XE-118 445191--XE118PN

XE-119 445191--XE119PN

XE-120 445191--XE120PN

XE-121 445191--XE121PN

XE-122 445191--XE122PN

XE-123 445191--XE123PN

XE-124 445191--XE124PN

XE-501 445191--XE501DT LIGHTING DETAILS

XE-502 445191--XE502DT ELECTRICAL DETAILS

XE-601 445191--XE601SC ELECTRICAL PANEL SCHEDULES

XE-602

XE-603

XE-604

445191--XE602SC

445191--XE603SC

445191--XE604SC

ELECTRICAL PANEL SCHEDULES

XS-001 445191--XS001GN NOTES AND DETAILS

XE-100 445191--XE100PN ELECTRICAL OVERALL SITE PLAN

ELECTRICAL SITE PLAN

XE-125 445191--XE125PN

XE-126 445191--XE126PN

XE-127 445191--XE127PN

XE-128 445191--XE128PN

XE-129 445191--XE129PN

ELECTRICAL SITE PLAN

XE-130 445191--XE130PN

XE-131 445191--XE131PN

XE-132 445191--XE132PN

XE-133 445191--XE133PN

-1

C-235

C-236

C-237

C-238

GRADING PLAN & PROFILE

445191--CG235PN

445191--CG236PN

445191--CG237PN

445191--CG238PN

C-239

C-240

C-241

C-242

GRADING PLAN & PROFILE

445191--CG239PN

445191--CG240PN

445191--CG241PN

445191--CG242PN

XS-503 445191--XS503DT PERIMETER WALL DETAILS

A M

D E

AM. #3

D E L E T E D

3 AM. #3

-G

G N

3 AM. #3

NNNN

Y=3130484.8542

X=444854.4405

Y=3130481.8291

X=444935.2901

Y=3130498.1778

X=444852.8557

SHEET OF

SHEET ID

S H

A H

B A

Z P

A K

T A

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

P W

P d

C I1

P N

.d g n n e c t r e b

E D

E S

T O P

A F B

A S

C O

N S

T R

U C

T S

E C

U R

Y U

P G

R A

D E

-4

GRAPHIC SCALE

DIM. NOTE & NORTH

KEY PLAN

GENERAL SHEET NOTES

SHEET KEYNOTES

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

1:500

10 10 20 30 40

M A

T C

H L

M A

T C

H L

E E

MATCHLINE THIS SHEET

SCALE = 1:500

C-103 SITE PLAN

SCALE = 1:500

C-103 SITE PLAN - CONT-

SITE PLAN

SEE EACH

VARIES,

ARROW

NORTH

C-103

E M

R E

J P

C h ie f, A rc h it e c t

B ra n c h

J E

F F

R E

Y P

R A

N E

E P

L A

2. SEE STRUCTURAL DRAWINGS FOR WALL HEIGHT AND DETAILS.

OF CONSTRUCTION.

1. VERIFY LOCATION OF UTILITIES BEFORE START

EXISTING BRICK WALL

START WALL

WALL

DEMOLISH FENCE

EXISTING BRICK WALL

WALL

2 METERS THIS SIDE OF WALL

DEMOLISH EXISTING WALL

ELECTRIC POLE

DRAINAGE LINE

MOTOR

WATCH TOWER

HABIBULLAH KHOSO GOTH ROAD

WATCH TOWER

SEWER MANHOLES

BH1

BH17

BH18

BH1

Y=3130411.0472 X=444969.5484

Y=3130481.82

X=444935.29

ELECTRIC BOX

VEGETATION

REMOVE ALL

56.00

55.00

56.00

EXISTING CANAL

EXISTING WALL

Y=3130280.938

X=444939.534

Y=3130287 .6791

X=444938.

Y=3130291 .6045

X=444964 .9859

OF EXISTING WALL

WALL TO BE AT LOCATION

DEMOLISH EXISTING WALL

DEMOLISH FENCE

DEMOLISH EXISTING CONCRETE WALL

-1

C I1

A M

O O

R D

A T

E S A

D D

57.00

57.50 57.50

STA 0+000 STA 0+100 STA 0+200

SHEET OF

SHEET ID

S H

A H

B A

Z P

A K

T A

C-209

E M

R E

J P

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

P W

P d

C G

P N

.d g n n e c t r e b

E D

E S

T O P

A F B

A S

C O

N S

T R

U C

T S

E C

U R

Y U

P G

R A

D E

-4

GRAPHIC SCALE

KEY PLAN

GENERAL SHEET NOTES

SHEET KEYNOTES

DIMENSIONS SHOWN ARE IN METERS.

UNLESS OTHERWISE NOTED, LINEAR

M A

T C

H L

G R

A D

G P

L A

N P

R O

DIM. NOTE & NORTH

01 1 2 3 4

VERTICAL 1:50

010 10 20 30 40

HORIZONTAL 1:500

SCALE = 1:500

C-209 GRADING PLAN & PROFILE

C h ie f, A rc h it e c t

B ra n c h

J E

F F

R E

Y P

R A

-0.02

EXISTING GRADE

L V

E R

WATCH TOWER

REMOVE TREES AS NEEDED

C1-CULVERT TO REPLACE EXISTING

7.30 WIDE PATROL ROAD WITH 2.00 SHOULDER EACH SIDE.

ELECTRIC POLE TYP

NOTE 157.00

57.00

57.75

EXISTING CONCRETE WALL

TEST PIT

EXISTING TRACK

NEW GRADE

60.00

59.00

58.00

57.00

56.00

55.00

54.00

53.00

52.00

51.00

50.00

0+000

0+025

0+050

0+075 0+100

0+125

0+150 0+175

0+200

0+225 0+250

0+275

57.00

OVERHEAD

ELECTRIC LINE

TP-2

NOTE 3

-1

C G

OF EXISTING GATE

APPROXIMATE LOCATION

TO EXISTING PAVEMENT INSIDE GATE.

TO EXISTING GATE. PAVEMENT TO CONNECT

3. PROVIDE PAVEMENT SAME AS ROAD

2. SEE SHEET C-501 FOR TYPICAL ROAD SECTIONS.

CONSTRUCTION.

1. VERIFY LOCATION OF UTILITIES BEFORE START OF

POLICE TENT RELOCATED BY OTHERS

A M

E N

E R

A L N

O T

4% 2%2%

EXISTING GRADEEXISTING GRADE

100mm AGGREGATE SURFACE 100mm AGGREGATE SURFACE

COMPACTED TO 95% MAX DENSITY

100mm SATISFACTORY MATERIAL

COMPACTED TO 95% MAX DENSITY

100mm SATISFACTORY MATERIAL

75mm HOT MIX ASPHALT

BITUMINOUS PRIME COAT

COMPACTED TO 100% MAX DENSITY

100mm AGGREGATE BASE

COMPACTED TO 95% MAX DENSITY

300mm SUBBASE SATISFACTORY MATERIAL

300mm SUBGRADE SCARIFIED AND COMPACTED

2%4% 4%

EXISTING GRADE

100mm AGGREGATE SURFACE 100mm AGGREGATE SURFACE

COMPACTED TO 95% MAX DENSITY

100mm SATISFACTORY MATERIAL

COMPACTED TO 95% MAX DENSITY

100mm SATISFACTORY MATERIAL

75mm HOT MIX ASPHALT

BITUMINOUS PRIME COAT

COMPACTED TO 95% MAX DENSITY

300mm SUBBASE SATISFACTORY MATERIAL

300mm SUBGRADE SCARIFIED AND COMPACTED

COMPACTED TO 100% MAX DENSITY

100mm AGGREGATE BASE

SAWCUT EXISTING PAVEMENT

BITUMINOUS TACK COAT

EXISTING PAVEMENT

NEW PAVEMENT

MIN

BASE COURSE

SUBBASE COURSE

SUB GRADE

1000 3660 1000

2000 7300 2000

SCALE = NOT TO SCALE

ASPHALT PAVEMENT SECTION - 7300 WIDTH ROAD

SCALE = NOT TO SCALE

EXISTING PAVEMENT TYPICAL SECTION

INTERFACE NEW PAVEMENT WITH

SCALE = NOT TO SCALE

ASPHALT PAVEMENT SECTION - 3660 WIDTH ROAD

SHEET ID

-0

S H

A H

B A

Z P

A K

T A

R O

A D D

E T

C-501

S L P

R E

J P

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

:5 n e c t r e b

P W

P :d

C I5

D T .d g n

E D

E S

T O P

A F B

A S

C O

N S

T R

U C

T S

E C

U R

Y U

P G

R A

D E

N .T .S

P -4

DIMENSIONS SHOWN ARE IN MILLIMETERS.

UNLESS OTHERWISE NOTED, LINEAR

-1

C h ie f, A rc h it e c t

B ra n c h

J E

F F

R E

Y P

R A

N E

C I5

D T

A M

E T

O T

E T

E X

CULVERT DIAMETER LENGTH NOTE

C10

C11

C12

C13

C14

C15

3 BARREL

C16

C17

C18

SECTION

C-502 C-502

C-502 C-502750

14000

11500

10000

SECURITY GRATING AT

NOT TO SCALE

HEADWALL SINGLE CULVERT

C18 HEADWALL 3 CULVERT

C19 675 10000 2 BARREL

C-502 C-502

4 5

SECURITY GRATING AT

NOT TO SCALE

C19 HEADWALL 2 CULVERT

NOT TO SCALE

SHEET ID

-0

S H

A H

B A

Z P

A K

T A

Middle East District of Engineers

US Army Corps

U S A rm y C o rp s o f

E n g in e e rs

M id d le E a s t

D is tr ic t

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

D A

T E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

:5 n e c t r e b

P W

P :d

C I5

D T .d g n

E D

E S

T O P

A F B

A S

C O

N S

T R

U C

T S

E C

U R

Y U

P G

R A

D E

-4

L V

E R

T D

E T

M E

T E

DIMENSIONS SHOWN ARE IN MILLIMETERS.

UNLESS OTHERWISE NOTED, LINEAR

C-502

TYP

VERTICAL BAR

HORIZONTAL TO

R E

J P

C h ie f, A rc h it e c t

B ra n c h

J E

F F

R E

Y P

R A

N E

INVERT ELEVATION 56.25

-1

40 CONCRETE COVER TYP

GRATING DETAILS

SEE ELEVATION 3 FOR

AFTER INSTALLATION

TACKWELD HEAD

3 AT EACH SIDE ANGLE

6 AT TOP ANGLE

13X150 EXPANSION ANCHOR

64X64X13 ANGLE

19X50 BAR

64X64X13 ANGLE

BETWEEN ANGLES TYP OF 5

19X50 BAR CONTINUOUS

HEADWALL NOT SHOWN

SECURITY GRATE AT 3 CULVERT

EXPOSED EDGES

19 CHAMFER ALL

EACH FACE

0 13 @ 150 EACH WAY

TOP AND BOTTOM

0 13 @ 150 EACH WAY PLASTIC WATERPROFF LINER

STANDARD HOOK EACH BAR

INVERT ELEVATION 54.75

C I5

D T

100010501000

1000105010501000

AND HEADWALLS SHALL HAVE AN ASPHALT WATERPROOF COATING.

6. ALL SURFACES, INSIDE AND OUTSIDE, OF CULVERT PIPE

FABRICATION.

STRUCTURAL GRADE STEEL AND GALVANIZED AFTER

5. SECURITY GRATING TO BE CONSTRUCTED FROM

REQUIRE SECURITY GRATING.

CULVERT C18 AND C19. SINGLE BARREL CULVERTS DO NOT

4 SECURITY GRATING TO BE ON EACH HEADWALL OF

3. HEADWALL TO BE CONSTRUCTED EACH END OF CULVERT.

SATICFACTORY MATERIAL COMPACTED TO 95%.

2. CULVERT BEDDING AND BACKFILL SHALL BE

CLASS IV WALL B.

CONCRETE CULVERT, STORM DRAIN, AND SEWER PIPE,

ASTM C76M-14/AASHTO M170M-15, REINFORCED

1. CULVERT PIPE TO BE IN ACCORDANCE WITH

3 333

A M

E N

N S T

E X

445191-GI011GN03

445191--CI103PN03

References

KEY PLAN, PW_WORKDIR:d0528599

445191KEY.dgn

TOP, 445191--CI103PN03.dgn, Model

BOTTOM, 445191--CI103PN03.dgn, Model

445191--CG209PN03

References

KEY PLAN, PW_WORKDIR:d0528599

445191KEY.dgn

TOP, 445191--CG209PN03.dgn, Model

PROFILE, PW_WORKDIR:d0528599

445191PROFILE.dgn, Model

445191--CI501DT03

References

445191--CI501DT03.dgn, Model

445191--CI502DT03

References

445191--CI502DT03.dgn, Model

File details come from the government source that posted it. Updated Nov 14, 2017.