Drawings Civil to Scale.pdf

PDF 38 MB Posted Aug 14, 2025

Attached to: Z2DA--580-22-700 | Construct EHRM Infrastructure Upgrades | Houston, TX | Federal contract opportunity
Solicitation number: 36C77625R0058
Issued by: Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI · Aug 14, 2025

The file is a Civil to Scale Drawing for the VA project at Michael E. DeBakey Veterans Administration Medical Center in Houston, TX. The drawing depicts a detailed site layout showing multiple buildings and facilities, including Fisher Houses, Energy Center, Steam Plant, Regional Office, Parking Garage, and various entrances across the campus. The drawing is prepared by Foresite Group, LLC and includes a scale of 1" = 100' with precise location details for structures and access points, serving as a critical visual reference for the EHRM Infrastructure Upgrades project (Project 580-22-700).

The drawing correlates directly with the associated federal contract opportunity, which is a Service-Disabled Veteran-Owned Small Business (SDVOSB) set-aside project with a construction magnitude between $20-50 million. The project requires comprehensive infrastructure upgrades, with a 730-calendar day performance period, and involves providing labor, project management, materials, tools, and equipment as specified in the project drawings and specifications. The site is located at 2002 Holcombe Blvd, Houston, TX 77030, and the contract is being managed by the Department of Veterans Affairs Technology Acquisition Center in Austin.

View the file

Other files for this federal contract opportunity

Other files attached to Z2DA--580-22-700 | Construct EHRM Infrastructure Upgrades | Houston, TX |, newest first.
File	Type	Posted
Amendment 0005.pdf	PDF	Aug 18, 2025
Drawings Architectural to Scale.pdf	PDF	Aug 14, 2025
Amendment 0004.pdf	PDF	Aug 14, 2025
Updated Wage Determination.pdf	PDF	Aug 6, 2025
SECTION 01 45 35 Statement of SI Template.xlsx	XLSX spreadsheet	Aug 6, 2025
ACM 2019 Inspection Update.xlsx	XLSX spreadsheet	Aug 6, 2025
Amendment 0003.pdf	PDF	Aug 6, 2025
Technical Questions Responses.docx	DOCX document	Aug 6, 2025
Section 01 45 35 Schedule of Special Inspections Template.docx	DOCX document	Aug 6, 2025
Geotechnical Report - Duct Bank Loop and Pavement.pdf	PDF	Aug 6, 2025
Geotechnical Report - 3 Tower Addition.pdf	PDF	Aug 6, 2025
Sign-in Sheet Page 1.jpeg	JPEG file	Jul 10, 2025
Sign-in Sheet Page 2.jpeg	JPEG file	Jul 10, 2025
Amendment 0002.pdf	PDF	Jul 10, 2025
Drawings Structural.pdf	PDF	Jul 8, 2025
Amendment 0001.pdf	PDF	Jul 8, 2025
Attachment 4 - Drawings Architectural Part I.pdf	PDF	Jul 1, 2025
Attachment 7 - Drawings Architectural Part IV.pdf	PDF	Jul 1, 2025
Attachment 12 - Wage Determination Harris County.pdf	PDF	Jul 1, 2025
36C77625R0058.pdf	PDF	Jul 1, 2025
Attachment 2 - Drawings General.pdf	PDF	Jul 1, 2025
Attachment 8 - Drawings Architectural Part V.pdf	PDF	Jul 1, 2025
Attachment 9 - Drawings Mechanical.pdf	PDF	Jul 1, 2025
Attachment 10 - Drawings Electrical.pdf	PDF	Jul 1, 2025
Attachment 5 - Drawings Architectural Part II.pdf	PDF	Jul 1, 2025
Attachment 1 - Specifications.pdf	PDF	Jul 1, 2025
Attachment 3 - Drawings Civil.pdf	PDF	Jul 1, 2025
Attachment 6 - Drawings Architectural Part III.pdf	PDF	Jul 1, 2025
Attachment 11 - Limitations on Subcontracting - Construction.docx	DOCX document	Jul 1, 2025
Attachment 13 - Spec 01 31 00.01 Project Management and Coordination.pdf	PDF	Jul 1, 2025

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FOC

FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

FOC FOC FOC FOC FOC FOC FOC FOC FOC

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100 50 100 200 o | 214.939.7123 f | 770.368.1944 w | www.foresitegroup.net

Foresite Group, LLC 4925 Greenville Avenue Suite 480 Dallas, TX 75206

TBPELS Firm No. F-12878

D/B/A Foresite Consulting Group of Texas, LLCRevisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

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N A

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Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

Engineers Architects 000 C-002

OVERALL CAMPUS TRAFFIC CONTROL

PLAN

2 9FG

EHRM INFRASTRUCTURE

UPGRADES

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

580-22-700

BFM

LE CAPITAN

ENERGY CENTER DR

TYPE III

BARRICADE (TYP.)

CONSTRUCTION

AREA (TYP.)

CONSTRUCTION

AREA (TYP.)

CONSTRUCTION

AREA (TYP.)

CONSTRUCTION

AREA (TYP.)

TYPE III

BARRICADE (TYP.)

TYPE III

BARRICADE (TYP.)

TYPE III

BARRICADE (TYP.)

CONSTRUCTION

AREA (TYP.)

ROAD CLOSED

THRU TRAFFIC

TO BE PLATED TO

OPEN ROADWAY

(ONE LANE TO REMAIN

OPEN AT ALL TIMES)

TO BE PLATED TO

OPEN ROADWAY

(ONE LANE TO

REMAIN OPEN AT

ALL TIMES)

TO BE PLATED TO OPEN ROADWAY

(ONE LANE TO REMAIN OPEN AT ALL TIMES)

TO BE PLATED TO OPEN ROADWAY

(ONE LANE TO REMAIN OPEN AT ALL TIMES)

DETOUR

EAST LEE

DETOUR

EAST LEE

DETOUR

AHEAD

DETOUR

TEMPORARY

TWO-WAY

DETOUR

AHEAD

ROAD

CLOSED

LE CAPITAN

ROAD

CLOSED

DETOUR

AHEAD

ROAD

CLOSED

DETOUR

ENERGY CENTER DR

DETOUR

ENERGY CENTER DR

ROAD CLOSED

THRU TRAFFIC

ROAD CLOSED

THRU TRAFFIC

TRAFFIC CONTROL NOTES

1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS, UNLESS TRAFFIC

VOLUMES OR OWNER DICTATES OTHERWISE.

2. TRAFFIC CONTROL PHASING SHALL BE CHANGED WITH THE AREA OF

CONSTRUCTION.

3. ALL BARRICADES WILL HAVE A R11-2 "ROAD CLOSED" SIGN ATTACHED.

4. ALL ROADWAY CUTS SHALL BE STEEL PLATED DURING NON-WORKING

HOURS.

5. ONE LANE OF MAIN ROADS SHALL REMAIN OPEN AT ALL TIMES.

6. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN

10 MINUTES.

7. SIDEWALKS WILL NOT BE CLOSED. A SPOTTER WILL ASSIST PEDESTRIAN

TRAFFIC AROUND THE WORKZONE.

8. WORK AREA TO INCLUDE STAGING AREA.

9. ALL SIGN AND DEVICE SPACING WILL BE PLACED IN ACCORDANCE WITH

MUTCD STANDARDS.

10. IF NEEDED, TEMPORARY NO PARKING SIGNS WILL BE PLACED 48 HOURS IN

ADVANCE.

11. BUILDING WORKERS WILL BE NOTIFIED 24 HOURS IN ADVANCE OF ALL

STREET CLOSURES.

12. WHEN IMPACTED, A SPOTTER WILL MITIGATE ALL BUS STOP AND DRIVEWAY

ACCESS.

13. PARKING ON SIDEWALK IS NOT PERMITTED.

14. BACKGROUND INFORMATION INCLUDING BUILDINGS, PAVEMENT, AND

UTILITIES SHOWN IS CONSIDERED APPROXIMATE AND SHOWN FOR

REFERENCE ONLY. REFER TO DEMOLITION AND SITE PAVING SHEETS FOR

SURVEYED IMPROVEMENTS.

REOPEN PARKING LOT AS

SECTIONS ARE FINISHED

AND ADJUST BARRICADES

AS REQUIRED (TYP.)

LE CAPITAN

ROAD

CLOSED

DETOUR

EAST LEE

DETOUR

SOUTH LEE

580-22-70021-313

100% CONSTRUCTION DOCUMENTS

JANUARY 14, 2025

M A

A C

M A

B C

M A

B C

M A

C C

MATCH LINE PHASE B C201

MATCH LINE PHASE D C201

MATCH LINE PHASE A C200

MATCH LINE PHASE C C202

MATCH LINE PHASE D C202

REFER TO GL SERIES SHEETS

FOR TOWER CONSTRUCTION.

CONTRACTOR RESPONSIBLE

FOR POSTING SIGNAGE FOR

DOOR CLOSURES,

PROHIBITED PEDESTRIAN

TRAFFIC, AND PEDESTRIAN

PATHS AROUND

CONSTRUCTION LIMITS (TYP.)

SCALE IN FEET

1" 100

100 50 100 200 o | 214.939.7123 f | 770.368.1944 w | www.foresitegroup.net

Foresite Group, LLC 4925 Greenville Avenue Suite 480 Dallas, TX 75206

TBPELS Firm No. F-12878

D/B/A Foresite Consulting Group of Texas, LLC

ENERGY CENTER DR

GAS

BOL W-VALVE

10060

BOL 6

12902BOL 6

12903

BOL 6

12904

BOL 6

12905

BOL 6

12906

BOL 6

12907

BOL W ROPE END

12982

BOL W ROPE END

13056

BOL W ROPE END

13057

BOL 4

13102

BOL 4

13103

BOL 4

13104

BOL 4

13105

BOL 4

13106

BOL 4

13107

BOL 4

13108

BOL 4

13109

BOL 4

13110

BOL 4

13134

BOL 4

13135

BOL 4

13136

BOL 4

13137

BOL 4

13138

BOL 4

13139

BOL 4

13140

BOL 4

13141

BOL 4

13142

BOL 4

13143

BOL 4

13144

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13145

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13275

BOL 4

16625

BOL 4

16627

BOL 4

16733BOL 4

16734BOL 4

16735

BOL 4

16736

BOL 4

16737

BOL 4

16738

BOL 4

16739

BOL 4

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RESERVE "A", BLOCK 1

BAYLOR COLLEGE OF MEDICINE

F.C. No. 619157, H.C.M.R.

UNITED STATES OF AMERICA

CALLED 0.078 ACRE

VOL. 1381, PG. 17, H.C.D.R.

L=642.84' R=11510.00' D=3°12'00"

CHB=S74°25'54"W

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Foresite Group, LLC 4925 Greenville Avenue Suite 480 Dallas, TX 75206

TBPELS Firm No. F-12878

D/B/A Foresite Consulting Group of Texas, LLC.Revisions: Date

Drawing Title

Approved

Project Title

Location

VA PROJECT NUMBER

Building Number

Drawing Number

Dwg of

VA FORM 08-6231

Office of Construction and Facilities Management

CONSULTANTS: PROJECT MANAGER

Date Checked Drawn

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 U.S. Department of Veterans Affairs# © COPYRIGHT Apogee Consulting Group, P.A.

Engineers Architects FG

EHRM INFRASTRUCTURE

UPGRADES

MICHAEL E. DEBAKEY VAMC

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030 JANUARY 14, 2025

100% CONSTRUCTION DOCUMENTS

580-22-700

BFM

AREA OF

WORK

KEY PLAN

SHEET NOTES:

21-313

000 CD-100

DEMOLITION PLAN

3 9

MATCH LINE (SHEET CD-101)

SCALE IN FEET

040 20 40 80 1" = 40'

SHEET KEY NOTES:

LEGEND

CONCRETE TO BE REMOVED

CONCRETE CURB TO BE REMOVED

TREE TO BE REMOVED

EXISTING FENCE

PROPERTY LINE

SCOPE LIMITS OF SURVEY/SUE INFORMATION

LIMITS OF CONSTRUCTIONLOC

EROSION CONTROL NOTES

1) CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEVELOPMENT

OF THE STORMWATER POLLUTION PREVENTION PLAN IN

ACCORDANCE WITH TCEQ GENERAL PERMIT TXR150000.

2) EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO

ANY DEMOLITION OR EARTHWORK OPERATIONS AND SHALL BE

MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT

GROUND COVER IS ESTABLISHED IN ALL DISTURBED AREAS.

3) THE CONTRACTOR SHALL PROVIDE DUST CONTROL AND SHALL

PROTECT ADJACENT PAVEMENTS FROM SOIL ACCUMULATION DURING

CONSTRUCTION.

4) ADDITIONAL EROSION CONTROL DEVICES MAY BE REQUIRED BY

THE COR OR OTHER INSPECTORS AS DETERMINED BY FIELD

CONDITIONS.

5) STORM DRAINAGE STRUCTURES AND CONDUITS SHALL BE

PROTECTED FROM SEDIMENTATION.

6) CONTRACTOR SHALL INSTALL INLET SEDIMENT TRAPS (PIGS IN

BLANKET) AT ALL DRAINAGE STRUCTURES WITHIN 50' OF LIMITS OF

CONSTRUCTION.

CD-100

CD-101

CD-102

GENERAL NOTES:

1) ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL

BE INSTALLED PRIOR TO ANY WORK INCLUDING DEMOLITION.

2) REMOVE SHRUBS AND TREES AS NOTED. GRUB OUT ROOTS

AND STUMPS AND LEGALLY DISPOSE OF DEBRIS.

DEMOLITION NOTES:

1) ALL NEW WORK SHOWN IN THESE SHEETS SHALL COMPLY

WITH APPLICABLE STATE, FEDERAL, AND LOCAL BUILDING AND

UTILITY INSTALLATION CODES.

2) ALL WORK ON-SITE SHALL BE CONSTRUCTED IN STRICT

ACCORDANCE WITH, AND CONFORM TO, THE PROJECT

SPECIFICATIONS.

3) THERE MAY BE ADDITIONAL UTILITIES NOT SHOWN ON

THESE PLANS. THE VA AND AE ASSUMES NO RESPONSIBILITY

FOR LOCATIONS SHOWN, AND IT SHALL BE THE RESPONSIBILITY

OF THE CONTRACTOR TO FIELD VERIFY THE LOCATIONS OF ALL

UTILITIES WITHIN THE LIMITS OF CONSTRUCTION AND TO NOTIFY

THE VA IN CASE OF DISCREPANCIES THAT AFFECT THE

CONSTRUCTION PROJECT.

4) CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE THAT MAY

OCCUR TO ANY ADJACENT STRUCTURES OR PROPERTY, OR ANY

EXISTING STRUCTURES WITHIN LIMITS OF CONSTRUCTION THAT

ARE DESIGNATED ON THE PLANS TO REMAIN, AND SHALL REPAIR

OR REPLACE SUCH DAMAGED PROPERTY TO THE PROPERTY

OWNER'S SATISFACTION AT NO COST TO THE VA.

5) THE CONTRACTOR SHALL NOT DEVIATE FROM THESE PLANS

AND SPECIFICATIONS WITHOUT THE PRIOR WRITTEN CONSENT

OF THE COR.

6) CONTRACTOR IS RESPONSIBLE FOR CONTACTING VA AND

ALL EXISTING UTILITY PROVIDERS BEFORE REMOVING ANY/ALL

UTILITIES FROM THEIR EXISTING LOCATION ON THE SITE. THE

CONTRACTOR SHALL PERFORM ALL UTILITY DEMOLITION OR

RELOCATION ACTIVITIES IN ACCORDANCE WITH THE EXISTING

UTILITIES SPECIFICATIONS, MATERIALS, AND REQUIREMENTS.

7) THE CONTRACTOR SHALL SEQUENCE THE WORK AND

PROVIDE TEMPORARY MEASURES AS NECESSARY TO MAINTAIN

ACCESS TO THE SITE THROUGH ALL ENTRANCES AT ALL TIMES

DURING CONSTRUCTION. TEMPORARY PROVISIONS MAY

INCLUDE, BUT ARE NOT LIMITED TO: BARRICADES, FLASHING

LIGHTS, FLAGMAN, TEMPORARY PAVEMENT, AND DIRECTIONAL

SIGNAGE AS NECESSARY TO ACCOMPLISH THE WORK.

8) CONTRACTOR SHALL CONSIDER COORDINATION ASPECTS

OF CRANES AND CONSTRUCTION EQUIPMENT OPERATIONS

DURING DEMOLITION ACTIVITY.

9) CONTRACTOR EQUIPMENT SHALL NOT BE PARKED IN

COUNTY, CITY OR STATE RIGHT-OF-WAY, AND MUST BE STORED

WITHIN SITE.

10) COORDINATE WITH VA CODES ENFORCEMENT DIVISION AS

REQUIRED DURING ALL DEMOLITION AND NEW CONSTRUCTION

ACTIVITIES.

11) ALL BUFFERS AND SAVE AREAS SHALL BE CLEARLY

IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TO

COMMENCEMENT OF ANY LAND DISTURBANCE.

12) THE CONTRACTOR SHALL DISPOSE OF ANY HAZARDOUS

MATERIALS IN STRICT ACCORDANCE WITH ALL APPLICABLE

LOCAL, STATE, AND FEDERAL LAWS.

13) ALL ITEMS DESIGNATED FOR REMOVAL SHALL BE LEGALLY

DISPOSED OF OFF SITE.

14) CONTRACTOR TO CONTACT UTILITIES PROTECTION CENTER

PRIOR TO ANY EXCAVATION.

15) 24/7 ACCESS SHALL BE MAINTAINED TO ALL EXISTING GAS

VALVES WITHIN THE PROJECT.

16) IRRIGATION LINES AND HEADS SHALL BE REPLACED OR

RELOCATED WHEN NECESSARY DUE TO SCOPE OF WORK.

CONTRACTOR TO REPAIR ANY IRRIGATION LINES OR HEADS

THAT ARE BROKEN OR DAMAGED DURING CONSTRUCTION

WITHIN LIMITS OF CONSTRUCTION SHOWN WITHIN PLANS.

BID DOCUMENTS� C2NST58CTI2N '2C80EBID DOCUMENTS

GAS

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UNITED STATES OF AMERICA

REMAINDER OF

CALLED 118.831 ACRES

VOL. 1297, PG. 87, H.C.D.R.

VOL. 20, PG. 33, H.C.M.R.

'�:�C� +A55IS S859E<� A��25

MICHAEL E. DeBAKEY

VA MEDICAL CENTER

2002 HOLCOMBE BLVD.

HOUSTON, TX 77030

UNITED STATES OF AMERICA

CALLED 0.078 ACRE

VOL. 1381, PG. 17, H.C.D.R.

S72°51'06"E 30.00'

CANTE5%85< ST5EET

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DEVONSHIRE PLACE

VOL. 7, PG. 38, H.C.M.R.

DEVONSHIRE PLACE

VOL. 7, PG. 38,

H.C.M.R.

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CALLED 0.4345 ACRES

H.C.C.F. No. S283476

DEVONSHIRE PARK

CALLED 94,091 SQ. FT.

H.C.C.F. No. S283476

CALLED 4.2909 ACRES

TERRA SURVEYING

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SUBLEASE AND ASSIGNMENT

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MEMORANDUM OF SUBLEASE

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SUBSTITUTE TRUSTEE'S DEED

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SC23E LI0ITS 2F S859E<�S8E INF250ATI2N

LI0ITS 2F C2NST58CTI2NLOC

ENERGY CENTER DR

%2L :�9AL9E

100�0

%2L � 12�02%2L �

12�0�

%2L � 12�0�

%2L � 12�05

%2L � 12�0�

%2L : 523E EN'

12��2

%2L : 523E EN'

1�05�

%2L : 523E EN'

1�05�

%2L � 1�102

%2L � 1�10�

%2L � 1�105

%2L � 1�10�

%2L � 1�110

%2L � 1�1��

%2L � 1�1�5

%2L � 1�1��

%2L � 1�1�0

%2L � 1�1�1

%2L � 1�1�2

%2L � 1�1��

%2L � 1�1�5

%2L � 1�2�5

%2L � 1��25

%2L � 1��2�

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1��%2L � 1��5

%2L � 1��

%2L � 1��0

%2L � 1��1

%2L � 1��2

%2L � 1��

%2L � 1��5

%2L � 1��

%2L � 1��50

%2L � 1��51

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%2L � 1�5��

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%2L � 1�5�1

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%2L � 1�2��

RESERVE "A", BLOCK 1

BAYLOR COLLEGE OF MEDICINE

F.C. No. 619157, H.C.M.R.

UNITED STATES OF AMERICA

CALLED 0.078 ACRE

VOL. 1381, PG. 17, H.C.D.R.

L=��2��' 5=11510�00' '=��12'00" C+%=S��25'5�":

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UG/

UG/E

UG/

UG/E

UG/

UG/E

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FOC

UG/E

FOC

UG/E

FOC

UG/E

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%2L � 5��5

%2L � 55�5

%2L � 55��

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55��

%2L � 5�10

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%2L � 5��1

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US HWY 90-A

OLD SPANISH TRAIL

(VARIABLE WIDTH R.O.W.)

O N

A V

CFOC

FOC

FOC FOC

FOC

45 45

4545 45

46 46

4646 4646 4646

464646

48 48

ENTRANCE 70

M P

STORAGE

102A

CHP

G Y

C O

O L

C E

R P

C P

(Q L-

C P

(Q L-

12"DIP (QL-C)

C (Q

L- B)

C (Q

L- C

C (Q

L- C

) 8"

C (Q

L- C

8"PVC (QL-C)

T U

N N

L- C

L.V. ELEC. (Q

L-B)

L.V. ELEC. (Q

L-B)

L.V. E

LEC.

(QL-B)

L.V. ELEC

(Q L-B)

L.V. ELEC.

(Q L-B)

L.V. ELEC.(QL-B)

L.V. ELEC.(QL-B)L.V. ELEC.

(QL-B)

Q L-

ELEC. LINE

(QL-B)

L.V. ELEC. (QL-B)

Q L-

L.V. ELEC

. D

.B.

(Q L-B)

L.V. ELEC. D.B. [COMB.] (Q

L-B)

TRAFFIC SIGNAL

LOOP (QL-B)

TRAFFIC SIGNAL

LOOP (QL-B)

TRAFFIC SIGNAL

LOOP (QL-B)

TRAFFIC SIGNAL

LOOP (QL-B)

OVERHEAD ELECTRIC

L.V. ELEC. (QL-B)

Q L-

L.V. ELEC

. (Q

L-B)

L.V. ELEC.

(QL-B)

. E

(Q L-

. E

(Q L-

L.V. ELEC. (QL-B)

Q L-

. E

Q L-

L.V. ELEC. (QL-B)

OLA

GE E

CTR

L- B)

L.V. ELECTRIC (QL-B)

GASMAIN(QL-D)

6" W

N (Q

L- C)

6" W

R M

(Q L-

TRAFFIC SIGNAL

LOOP (QL-B)

TRAFFIC SIGNAL

LOOP (QL-B)

TRAFFIC SIGNAL

LOOP (QL-B)

TRAFFIC SIGNAL

LOOP (QL-B)

TRAFFIC SIGNAL

LINE (QL-B)

TRAFFIC SIGNAL

LINE (QL-B)

TRAFFIC SIGNAL

LINE (QL-B)

TRAFFIC SIGNAL

LINE (QL-B)

TRAFFIC SIGNAL

LINE (QL-B)

TRAFFIC SIGNAL

DUCTBANK (QL-B)

6" W

. S

C E

E (Q

L- D

6"WATERMAIN (QL-D)

8"WATERMAIN (QL-D)

8"WATERMAIN(QL-D)

8"WATERMAIN (QL-D)

8"W

ATERM

AIN (QL-D)

L.V. ELEC. (QL-B)

Q L-

TRAFFIC SIGNAL

LOOP (QL-B)

TRAFFIC SIGNAL

LOOP (QL-B)

TRAFFIC SIGNAL

LOOP (QL-B)

TRAFFIC SIGNAL

LOOP (QL-B)

TRAFFIC SIGNAL

LOOP (QL-B)

TRAFFIC SIGNAL

LOOP (QL-B)

TRAFFIC SIGNAL

LOOP (QL-B)

2"G

ASM

AIN (Q

L-B)

2"GASMAIN (QL-B)

ELECTRIC DUCTBANK (QL-B)

ELEC. DUCTBANK (QL-B)

. D U

(Q L-

B) 2"COPPER OXYGEN

LINE (QL-B)

2"COPPER OXYGEN LINE (QL-B)

2" C

(Q L-

C (Q

L- C

STORM DRAIN (QL-C)

8"PVC (QL-C)

C (Q

L- B)

R M

D R

(Q L-

ORM

L- C)

. D R

STM. DRN. (QL-C)

12"PVC (QL-C)

STORM DRAIN (QL-C)

12"RCP (QL-B)

C P

(Q L-

8"RCP (QL-C)

C P

(Q L-

L- C)

8"RCP (QL-C)

12"PVC (QL-C)

P (Q

L- C)

8"RCP (QL-C)

8"PVC (QL-C)

C (Q

L- C

(Q L-

L- C

10"PVC (QL-C)

L- C)

C P

(Q L-

C P

(Q L-

15"PVC (QL-C)

12"PVC (QL-C)

24"RCP (Q

L-C)

12"PVC (QL-C)

C P

(Q L-

12"RCP (QL-C)

10"PVC (QL-C)

10"PVC

(QL-C)

12"RCP (QL-C)

STORM PIPE (QL-C)

L- C)

12"DIP (QL-C)

12"RCP (QL-C)

. L

E (Q

L- D

C (Q

L- C)

C (Q

L- B)

C (Q

L- B)

C P

(Q L-

C P

(Q L-

P (Q

L- C)

12"PVC (QL-C)

8"PVC (QL-C)

8"PVC (QL-C)8"PVC (QL-C)

8"PVC (Q

L-C)

8"PVC (QL-C)

6"VCP (QL-D)

ELEC. D.B.

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 Aug 14, 2025.