CIVIL Bid Set.pdf

PDF 10 MB Posted

Attached to
Z2BG--519-21-900 EHRM Infrastructure Upgrades Main Building Construction - Big Spring, TX (VA-24-00016103)
Solicitation number
36C77624B0004_1
Issued by

About this file

Written by GovTribe AI ·

This document appears to be a Bid Set related to a federal contract opportunity for the Department of Veterans Affairs Technology Acquisition Center Austin.

The solicitation is for the EHRM Infrastructure Upgrades - Main Building Construction project in Big Spring, TX. The contract has a Solicitation Number of 36C77624B0004_1 and is designated as Z2BG--519-21-900. The project description indicates it involves infrastructure upgrades to the main building. No further details about the specific products, services, or work scope are provided in this Bid Set document.

View the file

Other files

File Type Posted
S07 - Bid Abstract Big Spring - Signed.pdf PDF
S30 - Bid Opening Attendance - Big Spring.pdf PDF
GI100.pdf PDF
36C77624B0004 0003 s.pdf PDF
Design Alert 11 - Device Cables in Telecom Spaces.pdf PDF
Big Spring EHRM - Technical Questions _ AE Responses.pdf PDF
000110 Table of Contents.pdf PDF
321216.pdf PDF
061000 Rough Carpentry.pdf PDF
36C77624B0004 0002 signed.pdf PDF
Big Spring EHRM - Site Visit Sign-In Sheet - 5.2.24.pdf PDF
Amend 0001 ATT 1 - Vol 2-Specifications-EHRM-Big Spring - Rev 4.30.24.pdf PDF
Amend 0001 ATT 3 - VA.BSP EHRM Drawings-Conformed Set Vol 2.pdf PDF
36C77624B0004 0001 signed.pdf PDF
Amend 0001 ATT 2 - VA.BSP EHRM Drawings-Conformed Set Vol 1.pdf PDF
ATT 6 - Vol 2-Drawings-EHRM-Big Spring.pdf PDF
ATT 8 - Vol 4-Drawings-Mechanical Addend-EHRM-Big Spring.pdf PDF
ATT 11 - RFI Responses 2023-EHRM-Big Spring.pdf PDF
ATT 1 - Vol 1-Specifications-EHRM-Big Spring.pdf PDF
ATT 12 - Wage Rates-Howard Co-1-5-24.pdf PDF
ATT 5 - Vol 1-Drawings-EHRM-Big Spring.pdf PDF
ATT 7 - Vol 3-Drawings-EHRM-Big Spring.pdf PDF
ATT 9 - Vol 5-Drawings Addendum-EHRM-Big Spring.pdf PDF
ATT 13 - Limitations on Subcontracting.pdf PDF
ATT 14 - Site Visit Instructions - Big Spring.pdf PDF
ATT 2 - Vol 2-Specifications-EHRM-Big Spring.pdf PDF
Solicitation - 36C77624B0004_1 - EHRM Infra Upgrades - Big Spring.pdf PDF
ATT 4 - Informational-Asbestos Survey Report 2016-EHRM-Big Spring.pdf PDF
ATT 10 - SOW-EHRM-Big Spring.pdf PDF
ATT 3 - Narrative-EHRM-Big Spring.pdf PDF
Show all 30

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15 1

2A

COMM

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NEW PATHWAY FROM

BLDGS 2-8 OR VERIFY

EXIST PATH IS STILL

SUFFICIENT

NEW TELCO SERVICE

CONNECT TO

EXIST POWER

POLE

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(RE: MEP)

NEW 2 ~ 475 LF 4" PVC

CONDUIT (RE: MEP)

CS-102

CS-101

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

1/ 8"

=1 '-0

4'

8'

1/ 4"

=1 '-0

4'

8'

3/ 8"

=1 '-0

1/

2" =1

'-0

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=1 '-0

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=1 '-0

1-

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=1 '-0

3"

=1 '-0

2'

4' 6'

2'

4' 6"

1'

2' 3'

6"

1' 2'

6"

1'

1' 6"

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900

12-23-2022

519-21-900

DMHFAE

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

N

SITE KEY PLAN SCALE: 1:300

FRANCISCO A. ESPINAL, JR.

137938

12/23/

EXISTING AND NEW UTILITIES

OVERALL SITE LAYOUT PLAN

CS-100

NOTES: .

LEGEND: .

1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN

THE FIELD PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY LOCAL UTILITY LOCATING

SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO

EXISTING WATER, WASTEWATER, STORMWATER LINES,

AND TRAFFIC CONTROL DEVICES. DAMAGES SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE.

3. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES

DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR

STRUCTURE DISTURBED DURING CONSTRUCTION SHALL

BE RESTORED TO EXISTING CONDITIONS OR BETTER.

4. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND

TREES ALONG THE AREA OF EXCAVATION.

5. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION

OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS

CONCERNING EXCAVATION.

PROPERTY LINE

60' 120'

SCALE: 1" = 60'

CABLE TELEVISION LINE

COMMUNICATION LINE

CATV

COMM

GAS LINEG

OVERHEAD POWER LINEOHP

SANITARY SEWERSS

STORM DRAINSD

STEAM LINESTEAM

UNDERGROUND ELECTRIC LINEUGE

WATER LINEW

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NEW COMM ROUTE (BURIED)COMM

BUILDING NUMBERXX

1" = 60'

EXISTING AND NEW UTILITIES OVERALL SITE LAYOUT PLAN1

WROUGHT IRON PERIMETER FENCE

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COMM

NEW TELCO SERVICECONNECT TO

EXIST POWER

POLE

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

1/ 8"

=1 '-0

4'

8'

1/ 4"

=1 '-0

4'

8'

3/ 8"

=1 '-0

1/

2" =1

'-0

3/ 4"

=1 '-0

1"

=1 '-0

1-

1/ 2"

=1 '-0

3"

=1 '-0

2'

4' 6'

2'

4' 6"

1'

2' 3'

6"

1' 2'

6"

1'

1' 6"

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900

12-23-2022

519-21-900

DMHFAE

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

N

SITE KEY PLAN SCALE: 1:300

FRANCISCO A. ESPINAL, JR.

137938

12/23/

EXISTING AND NEW UTILITIES SITE

ENGLARGED LAYOUT PLAN - A

CS-101

NOTES: .

LEGEND: .

1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN

THE FIELD PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY LOCAL UTILITY LOCATING

SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO

EXISTING WATER, WASTEWATER, STORMWATER LINES,

AND TRAFFIC CONTROL DEVICES. DAMAGES SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE.

3. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES

DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR

STRUCTURE DISTURBED DURING CONSTRUCTION SHALL

BE RESTORED TO EXISTING CONDITIONS OR BETTER.

4. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND

TREES ALONG THE AREA OF EXCAVATION.

5. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION

OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS

CONCERNING EXCAVATION.

PROPERTY LINE

20' 40'

SCALE: 1" = 20'

CABLE TELEVISION LINE

COMMUNICATION LINE

CATV

COMM

GAS LINEG

OVERHEAD POWER LINEOHP

SANITARY SEWERSS

STORM DRAINSD

STEAM LINESTEAM

UNDERGROUND ELECTRIC LINEUGE

WATER LINEW

FUEL LINELPG

NEW COMM ROUTE (BURIED)COMM

BUILDING NUMBER

1" = 20'

EXISTING AND NEW UTILITIES SITE ENLARGED LAYOUT PLAN - A1

XX

WROUGHT IRON PERIMETER FENCE

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PP

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STEAM STEAM

UGE

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COMM

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COMM

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COMM

COMM

COMM

COMM

COMM

COMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMMCOMM

COMM

COMM

COMM

COMM

CONNECT

TO BLDG 77

(RE: MEP)

CONNECT

TO BLDG 3

(RE: MEP)

NEW 2 ~ 475 LF 4" PVC

CONDUIT (RE: MEP)

NEW PULL BOX

(RE: MEP)

NEW PULL BOX

(RE: MEP)

NEW PULL BOX

(RE: MEP)

NEW ASPH & CONC REMOVAL

& REPLACEMENT FOR

TRENCH CONSTRUCTION

(RE: CS-105/802

CS-105/803, CS-105/310(B) )

NEW ASPH REMOVAL &

REPLACEMENT FOR

TRENCH CONSTRUCTION

(RE: CS-105/802)

NEW GRAVEL REMOVAL

& REPLACEMENT FOR

TRENCH CONSTRUCTION

(RE: CS-105/310(A))

NEW GRAVEL REMOVAL

& REPLACEMENT FOR

TRENCH CONSTRUCTION

CONTRACTOR TO LOCATE PV ARRAY

COLUMNS AND ROUTE COMM PATH TO

AVOID CONFLICTS WITH FOUNDATIONS.

PV ARRAY STRUCTURE TO BE PROTECTED

DURING CONSTRUCTION.

NEW PULL BOX

(RE: MEP)

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

1/ 8"

=1 '-0

4'

8'

1/ 4"

=1 '-0

4'

8'

3/ 8"

=1 '-0

1/

2" =1

'-0

3/ 4"

=1 '-0

1"

=1 '-0

1-

1/ 2"

=1 '-0

3"

=1 '-0

2'

4' 6'

2'

4' 6"

1'

2' 3'

6"

1' 2'

6"

1'

1' 6"

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900

12-23-2022

519-21-900

DMHFAE

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

N

SITE KEY PLAN SCALE: 1:300

FRANCISCO A. ESPINAL, JR.

137938

12/23/

EXISTING AND NEW UTILITIES SITE

ENGLARGED LAYOUT PLAN - B

CS-102

NOTES: .

LEGEND: .

1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN

THE FIELD PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY LOCAL UTILITY LOCATING

SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO

EXISTING WATER, WASTEWATER, STORMWATER LINES,

AND TRAFFIC CONTROL DEVICES. DAMAGES SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE.

3. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES

DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR

STRUCTURE DISTURBED DURING CONSTRUCTION SHALL

BE RESTORED TO EXISTING CONDITIONS OR BETTER.

4. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND

TREES ALONG THE AREA OF EXCAVATION.

5. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION

OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS

CONCERNING EXCAVATION.

PROPERTY LINE

20' 40'

SCALE: 1" = 20'

CABLE TELEVISION LINE

COMMUNICATION LINE

CATV

COMM

GAS LINEG

OVERHEAD POWER LINEOHP

SANITARY SEWERSS

STORM DRAINSD

STEAM LINESTEAM

UNDERGROUND ELECTRIC LINEUGE

WATER LINEW

FUEL LINELPG

NEW COMM ROUTE (BURIED)COMM

BUILDING NUMBER

1" = 20'

EXISTING AND NEW UTILITIES SITE ENLARGED LAYOUT PLAN - B1

XX

WROUGHT IRON PERIMETER FENCE

10+00 11+00 12+00 13+00 14+00 15+00 15+40

.9

.0

.4

.8

.6

.7

.7

.0

.6

.4

.0

.5

.3

.2

.0

.6

.7

.7

.8

.9

.4

NATURAL

GROUND

2' M

IN

C

O

VE

R

CONNECT NEW COMM

LINES TO BUILDING No. 77

CONNECT NEW COMM

LINES TO BUILDING No. 3

NEW 2 ~ 4" CONDUIT

EXIST WATER LINE

(APPROX ELEV)

1.

5'

M

IN

C

LR

CONNECT

TO BLDG 77

(RE: MEP)

CONNECT

TO BLDG 3

(RE: MEP)

NEW 2 ~ 475 LF 4" PVC

CONDUIT (RE: MEP)

NEW PULL BOX

(RE: MEP)

NEW PULL BOX

(RE: MEP)NEW PULL BOX

(RE: MEP)

NEW ASPH & CONC REMOVAL

& REPLACEMENT FOR

TRENCH CONSTRUCTION

(RE: CS-105/802

CS-105/803, CS-105/310(B) )

NEW ASPH REMOVAL &

REPLACEMENT FOR

TRENCH CONSTRUCTION

(RE: CS-105/802)

NEW GRAVEL REMOVAL

& REPLACEMENT FOR

TRENCH CONSTRUCTION

(RE: CS-105/310(A))

NEW GRAVEL REMOVAL

& REPLACEMENT FOR

TRENCH CONSTRUCTION

CONTRACTOR TO LOCATE PV ARRAY

COLUMNS AND ROUTE COMM PATH TO

AVOID CONFLICTS WITH FOUNDATIONS.

PV ARRAY STRUCTURE TO BE PROTECTED

DURING CONSTRUCTION.

10+00

11+00 12+00 13+00

14+00

14+75

N40° 1 5' 07.82"E

100.00'

N76° 53' 34.98"E 250.00'

S72° 48' 34.70"E

125.00'NEW PULL BOX

(RE: MEP)

STEAM

W W W W W

W

W

W

W

W

W

W

W

SSSS

SS

SS

SS

SS

SS

SS

SS

U G

E U

G E

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E U

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E

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E U

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E U

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E

C O

M M

C O

M M

C O

M M

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

1/ 8"

=1 '-0

4'

8'

1/ 4"

=1 '-0

4'

8'

3/ 8"

=1 '-0

1/

2" =1

'-0

3/ 4"

=1 '-0

1"

=1 '-0

1-

1/ 2"

=1 '-0

3"

=1 '-0

2'

4' 6'

2'

4' 6"

1'

2' 3'

6"

1' 2'

6"

1'

1' 6"

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900

12-23-2022

519-21-900

DMHFAE

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

N

SITE KEY PLAN SCALE: 1:300

FRANCISCO A. ESPINAL, JR.

137938

12/23/

PLAN & PROFILE

CS-103

NOTES: .

LEGEND: .

1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN

THE FIELD PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY LOCAL UTILITY LOCATING

SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO

EXISTING WATER, WASTEWATER, STORMWATER LINES,

AND TRAFFIC CONTROL DEVICES. DAMAGES SHALL BE

REPAIRED AT THE CONTRACTOR'S EXPENSE.

3. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES

DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR

STRUCTURE DISTURBED DURING CONSTRUCTION SHALL

BE RESTORED TO EXISTING CONDITIONS OR BETTER.

4. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND

TREES ALONG THE AREA OF EXCAVATION.

5. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION

OF OSHA REGULATIONS AND THE STATE OF TEXAS LAWS

CONCERNING EXCAVATION.

6. SOD ALL DISTURBED AREAS.

PROPERTY LINE

20' 40'

SCALE: 1" = 20'

CABLE TELEVISION LINE

COMMUNICATION LINE

CATV

COMM

GAS LINEG

OVERHEAD POWER LINEOHP

SANITARY SEWERSS

STORM DRAINSD

STEAM LINESTEAM

UNDERGROUND ELECTRIC LINEUGE

WATER LINEW

FUEL LINELPG

NEW COMM ROUTE (BURIED)

WROUGHT IRON PERIMETER FENCE

1" = 20'

PLAN1

H: 1" = 20' V: 1"=2'

PROFILE2

VA Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date:

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:

Revisions: Date:

CONSULTANTS:

1/ 8" =1 '-0

4'

8'

1/ 4" =1 '-0

4'

8'

3/ 8" =1 '-0

1/ 2" =1 '-0

3/ 4" =1 '-0

1" =1 '-0

1- 1/ 2" =1 '-0

3" =1 '-0

2'

4' 6'

2'

4' 6"

1'

2' 3'

6"

1' 2'

6"

1'

1' 6"

ENGINEER:

HUITT-ZOLLARS

500 W. 7th St., Ste. 300 Fort Worth, TX 76102 817-335-3000

ARCHITECT:

CB DESIGN GROUP

421 King St., Ste. 301

ALEXANDRIA, VA 22314

703-772-4213

PROFESSIONAL SEAL:

West Texas VA Health Care System Big Springs, TX 79720

2345678910111213141516

B

C

D

E

F

G

H

I

J

12345678910111213141516

CIVIL/STRUCTURAL:

H2B 1225 N Loop W, Suite 800

HOUSTON, TX 77008

713-864-2900

12-23-2022

519-21-900

DMHFAE

VA BSP EHRM INFRASTRUCTURE

UPGRADES

CONTRACT DOCUMENTS

FRANCISCO A. ESPINAL, JR.

137938

12/23/

DETAILS

CS-104

SEE NOTE 2

(OMIT FOR COMMUNICATION

AND/OR FIBER OPTIC CONDUIT)

MARKING TAPE

(SET AT SUBGRADE UNDER PAVEMENT

OR 12" BELOW FINISHED SURFACE FOR

AN UNPAVED SURFACE.)

CS-100 - EXISTING AND NEW UTILITIES OVERALL SITE LAYOUT PLAN
CS-101 - EXISTING AND NEW UTILITIES SITE ENGLARGED LAYOUT PLAN - A
CS-102 - EXISTING AND NEW UTILITIES SITE ENGLARGED LAYOUT PLAN - B
CS-103 - PLAN & PROFILE
CS-104 - DETAILS

File details come from the government source that posted it. Updated .