A5 - GP UTILITY IFC Drawings.pdf

RLG CIVIL / STRUCTURAL ENGINEERING

12001 N. CENTRAL EXP. STE 300

DALLAS, TX 75243

MR. JEFF BETHKE, PE

T. 214.739.8100

CAMPOS ENGINEERING

1331 RIVER BEND DR.

DALLAS, TX 75247

MR. FRED C. CRABTREE, JR., PE

T. 214.696.6291

ENAPAY, LLC

MESQUITE, TX 75149

207 WEST MAIN STREET

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

IKERD

DECATUR, TX 76234

1604 W BUSINESS 380, STE 100

MR. WILL IKERD, PE

T. 214.382.9811

VA NORTH TEXAS HEALTHCARE

ENGINEER SERVICES

BLD: 9 ROOM: 118

MR. JOSE SANCHEZ GONZALEZ

T. 214.857.4830

GNR ESTIMATING SERVICES, LLC

304 TRYALL DRIVE

RUNAWAY BAY, TX 76426

MR. THEODORE E. GARNER

T. 210.487.1127

GC STAGING AREA

PROJECT NUMBER:

ISSUE DATE:

EA #:

CLIENT #:

PROJECT DIRECTORY:

EA02.0702

10-13-2023

2737 SHERMAN ROAD / GRAND PRAIRIE, TEXAS 75051 ISSUED FOR CONSTRUCTION

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AE UPGRADE UTILITY GPSITE SURVEY

A-000

549-23-723

PROJECT LIMITS

VA SIGN-OFF / COMMENTS

JOSE SANCHEZ GONZALEZ DATE

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REVISION 01 - REMOVE DEDUCTIVE ALTERNATES FROM THE PROJECT.

11/6/2024

REVISION 02 - ADDENDUM 01 - CLEAN UP DRAWINGS.

3/11/2025

CALLOUT HEAD

DOOR TAG

? INTERIOR ELEVATION

ROOM TAG WITH

AREA

BUILDING SECTION

SPOT ELEVATION - TARGET

? WALL TAG

? WINDOW TAG

TEMP. CONSTRUCTION PARTITION

REVISION SYMBOL

REVISION NUMBER

CABINET / CEILING SECTION

EQUIPMENT TAG EQ.000

ROOM SIGNAGE TAG

X

A1/A001

KEYNOTE LEGEND

KEY VALUE KEYNOTE TEXT

09 29 00.A1 DESCRIPTIONSPECIFICATION SECTION KEYNOTE INFORMATION

ABBREVIATIONS AND ANNOTATIONS LEGEND

ROOM NAME

ROOM SF

01 PHOTO CALLOUT

N.I.C. NOT IN CONTRACT

FIRE EXTINGUISHER - WALL MOUNTEDFE

FIRE EXTINGUISHER - CABINETFE

ADDITIONAL NOTES

PROJECT SCOPE

THE PROJECT CONSISTS OF A NEW UTILITY YARD FOR THE

GRAND PRAIRIE CAMPUS - BOTH THE PACT AND DENTAL

CLINICS. THE EXISITING COVERED PARKING, CONCRETE

DRIVES AND EQUIPMENT / CONCRETE PADS WILL BE

REMOVED. THE PROJECT WILL BE CONCTRUCTED IN 3

PHASES. THE NEW NECESSARY UTILITIES WILL INCLUDE:

• A NEW ONCOR SERVICE

• MODIFY ATMOS GAS LINE

• DEMOLITION OF EXISTING UTILITIES

• NEW GENERATOR

• NEW TRANSFORMERS

• NEW CHILLERS

• NEW BOILERS IN THE BASEMENT

• NEW CONCRETE DRIVES

• NEW STRUCTURAL CONCRETE PADS FOR THE EQUIPMENT

• NEW 8'-0" TALL RCMU WALL

• NEW SLIDING GATE AND TWO EGRESS GATES

• NEW TEMPORATY ASHPHALT PAVING

• TWO NEW DUMPSTER ENCLOSURES

COMMISSIONING AS REQUIRED BY THE VA - COORDINATE

WITH THE VA'S COR.

THE GENERAL CONTRACTOR IS TO FILL OUT AN INFECTION

CONTROL RISK ASSESSMENT GUIDELINE AND SUBMIT IT TO

THE VA'S COR BEFORE STARTING THE PROJECT.

PROJECT DATA AND BUILDING

CODE INFORMATION

PROJECT DATA

PROJECT NAME:

PROJECT ADDRESS:

OWNER:

APPLICABLE CODES

BUILDING CODE:

ACCESSIBILITY CODE: 2010 STANDARDS FOR ACCESSIBLE

DESIGN (SAD)

2021 INTERNATIONAL BUILDING CODE

TABS PROJECT NUMBER: NA

VA NORTH TEXAS

UTILITY UPGRADE FOR THE PACT AND

DENTAL CLINICS

MECHANICAL CODE:

ELECTRICAL CODE:

PLUMBING CODE:

NFPA: 2021 NFPA 101 LIFE SAFETY CODE

2021 INTERNATIONAL MECHANICAL

CODE

2021 INTERNATIONAL ELECTRICAL

CODE

2021 INTERNATIONAL PLUMBING CODE

OSBC: NFPA [10, 13, 20 (2022)], 70(2023),

72 (2022), 99 (2021)

FUEL AND GAS:

ENERGY CODE: 2018 INTERNATIONAL ENERGY

CONSERVATION CODE / 2022 ASHRAE

90.1.

ACOUSTICAL DESIGN: ASHRAE APPLICATIONS VOLUME,

CHAPTER 42 / ANSI S1.8 / ASA 84

2737 SHERMAN STREET;

GRAND PRAIRIE, TX 75051-1027

DEPARTMENT OF VETERANS AFFAIRS

VA STANDARDS:

VA PHYSICAL DESIGN MANUAL (PSDM)

VA PHYSICAL SECURITY DESIGN STANDARDS

DATA DEFINITIONS

ASCE 59-11 BLAST PROTECTION OF BLDGS

(2011)

NFPA 54, ANSI Z223.1 NATIONAL FUEL

GAS CODE, 2021 EDITION

GRAPHIC REPRESENTATION: THE CONSTRUCTION DRAWINGS ARE

A GRAPHIC REPRESENTATION OF THE SCOPE, LOCATION, AND

ARRANGEMENT OF MATERIALS AND EQUIPMENT SHOWING THE

EXECUTION OF THE WORK. THE INTENT OF THE SPECIFICATIONS IS

TO OUTLINE AND/OR FURTHER INDICATE THE TYPES AND QUALITIES

OF THE MATERIALS AND WORKMANSHIP. SHOULD THE

SPECIFICATIONS AND CONSTRUCTIONS DRAWINGS DISAGREE IN

THEMSELVES OR WITH EACH OTHER, WRITTEN CLARIFICATIONS IN

THE FORM OF A REQUEST FOR INFORMATION (RFI) SHALL BE

ISSUED TO THE ARCHITECT BY THE GENERAL CONTRACTOR. IN

ABSENSE OF THE RFI, THE GENERAL CONTRACTOR'S PROPOSAL

SHALL BE BASED UPON THE MOST EXPENSIVE COMBINATION OF

QUALITY AND QUANTITY OF WORK INDICATED.

CONFLICTS: IN CASES OF CONFLICTS, INCONSISTENCIES OR

DISCREPANCIES WITHIN THE CONSTRUCTION DRAWINGS AND

SPECIFICATIONS, THE GENERAL CONTRACTOR SHALL PROVIDE

THE BETTER QUALITY AND GREATER QUANTITY OF WORK AS

DETERMINED AND DIRECTED BY THE OWNER.

1.

2.

GENERAL PROJECT NOTES

3.

4.

5.

6.

8.

7.

9.

10.

ERRORS / OMISSIONS IN THE SCHEDULES: SUCH AS THE ROOM

FINISH SCHEDULE, DOOR SCHEDULE AND EQUIPMENT SCHEDULE

SHALL NOT RELIEVE THE GENERAL CONTRACTOR FROM THE

PERFORMANCE OF THE WORK AS SHOWN IN THE CONSTRUCTION

DRAWINGS OR SPECIFICATIONS.

NOT APPLICABLE

EQUIPMENT VERIFICATION: THE GENERAL CONTRACTOR SHALL

BE RESPONSIBLE FOR THE VERIFICATION OF THE SIZE AND

LOCATION OF ALL OPENINGS FOR THE MECHANICAL / ELECTRICAL /

PLUMBING WORK AND EQUIPMENT AND SHALL COORDINATE WITH

ALL SUB-CONTRACTORS INVOLVED.

SERVICE TO UTILITIES: THE GENERAL CONTRACTOR SHALL

MAINTAIN SERVICE TO EQUIPMENT UTILITIES AND PROTECT

AGAINST DAMAGE TO SUCH DURING CONSTRUCTION AND SHALL

NOT INTERRUPT EXISTING UTILITIES SERVING OCCUPIED /

OPERATING FACILITIES EXCEPT WHEN AUTHORIZED IN WRITING

BY THE OWNER AND AUTHORITIES HAVING JURISDICTION.

NOT ALLOWED: NO GASOLINE POWERED TOOLS OR POWER

ACTUATED FASTENING DEVICES SHALL BE ALLOWED INSIDE THE

FACILITY.

CONSTRUCTION: CONSTRUCTION SHALL COMPLY WITH THE

APPLICABLE REQUIREMENTS OF NFPA 101 AND THE

REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. IF

THERE IS NO APPLICABLE LOCAL CODE(S), THE MOST

CURRENT RECOGNIZED MODEL BUILDING CODES SHALL BE

APPLIED.

DO NOT SCALE THE DRAWINGS: USE FIGURED DIMENSIONS ONLY.

COORDINATION: THE GENERAL CONTRACTOR IS TO FIELD

VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE

PROCEEDING WITH THE SCHEDULED WORK AS WELL AS

COORDINATING THE EXISTING CONDITIONS WITH THE

SCHEDULED WORK

ALTERNATES

DEDUCTIVE ALTERNATE 01:

REDUCE GENERATOR FROM 700 KVA TO 500 KVA.

DEDUCTIVE ALTERNATE 02:

REDUCE THE NATURAL GAS LINE FROM 6" TO 3".

DEDUCTIVE ALTERNATE 03:

REDUCE GEAR SIZE, CONDUIT, WIRING AND STRUCTURAL PADS.

DEDUCTIVE ALTERNATE 04:

REMOVE THE THIRD 1500 KVA TRANSFORMER.

DEFINITIONS

OWNER: U.S. DEPARTMENT OF VETERANS AFFAIRS

REPRESENTED BY THE CONTRACTING OFFICERS

REPRESENTATIVE (COR) OR THE RESIDENT

ENGINEER.

GC: GENERAL CONTRACTOR

CONTRACTOR:GENERAL CONTRACTOR

A/E: THE ARCHITECT AND ENGINEER(S) OF RECORD.

AHJ: THE AUTHORITY HAVING JURISDICTION - WHICH

IS THE OWNER.

UTILITY NOTES

CALL BEFORE YOU DIG:

TEXAS ONE CALL PARTICIPANTS REQUEST A MINIMUM 48 HOURS

NOTICE BEFORE YOU DIG, DRILL OR BLAST - STOP AND CALL:

TEXAS ONE CALL SYSTEM / 1-800-DIG-TESS (344-8377). THE

GENERAL CONTRACTOR IS TO COORDINATE WITH THE FACILITY

OWNER.

UTILITY LOCATION NOTICE:

THE LOCATION OF EXISTING UTILITIES SHOWN IN THESE

CONSTRUCTION DOCUMENTS ARE APPROXIMATE AND BASED ON

EXISTING PLANS AND DATA FURNISHED BY THE UTILITY

COMPANIES. IT REMAINS THE RESPONSIBILITY OF THE GENERAL

CONTRACTOR AND HIS SUB-CONTRACTORS TO VERIFY THE

LOCATION AND DEPTH OF ALL EXISTING UTILITIES THAT MAY BE

IN CONFLICT WITH THE PLANNED CONSTRUCTION. ANY DAMAGE

TO THE EXISTING UTILITIES SHALL BE REPAIRED AT THE

GENERAL CONTRACTOR'S EXPENSE, AT NO ADDITIONAL COST TO

THE OWNER OR A/E TEAM.

RLG CIVIL / STRUCTURAL ENGINEERING

12001 N. CENTRAL EXP. STE 300

DALLAS, TX 75243

MR. JEFF BETHKE, PE

T. 214.739.8100

CAMPOS ENGINEERING

1331 RIVER BEND DR.

DALLAS, TX 75247

MR. FRED C. CRABTREE, JR., PE

T. 214.696.6291

ENAPAY, LLC

MESQUITE, TX 75149

207 WEST MAIN STREET

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

IKERD

DECATUR, TX 76234

1604 W BUSINESS 380, STE 100

MR. WILL IKERD, PE

T. 214.382.9811

VA NORTH TEXAS HEALTHCARE

ENGINEER SERVICES

BLD: 9 ROOM: 118

MR. JOSE SANCHEZ GONZALEZ

T. 214.857.4830

GNR ESTIMATING SERVICES, LLC

304 TRYALL DRIVE

RUNAWAY BAY, TX 76426

MR. THEODORE E. GARNER

T. 210.487.1127

IFC BID PACKAGE

THE FOLLOWING DOCUMENTS ARE REQUIRED FOR THE GC

TO SUBMIT A COMPLETE BID PACKAGE:

01 A COMPLETE SET OF CONSTRUCTION DOCUMENTS AS

LISTED ON C8/A-001.

02 PROJECT MANUAL VOLUME 1 - CIVIL / STRUCTURAL /

MECHANICAL & ELECTRICAL / GENERAL CONDITIONS

03 THE DESIGN NARRATIVE ( FOR REFERENCE ONLY)

DATED OCTOBER 13, 2023

04 GEOTECHNICAL REPORT DATED MAY 20, 2022

TERRACON PROJECT NUMBER: 94225110-R1

CONTACT THE VA'S CONTRACTING OFFICERS REPRESENTATIVE

(COR) IF ITEMS 1 THROUGH 6 ARE NOT INCLUDED IN THE BID

PACKAGE. THE VA'S COR IS MR. JOSE SANCHEZ GONZALEZ /

214-857-4830.

FORCE PROTECTION

THE PERIMETER REINFORCED 12" THICK X 8' TALL CONCRETE

MASONARY WALL AND THE STEEL FENCES AND A TRAFFIC

CONTROL GATE ARE TO COMPLY WITH THE FOLLOWING:

• VA PHYSICAL SECURITY DESIGN MANUAL (PDSM) FOR

LIFE SAFETY PROTECTED FACILITIES (JANUARY 2015)

• VA PHYSICAL SECURITY DESIGN STANDARDS DATA

DEFINITIONS (RESTRICTED)

• SINGLE DEGREE OF FREEDOM STRUCTURAL RESPONSE

LIMITS FOR ANTITERRORISM DESIGN, U.S.ARMY CORPS

OF ENGINEERS PROTECTIVE DESIGN CENTER TECHNICAL

REPORT, PDC-TR 06-08, REVISION 1 (JANUARY 2008).

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR

COMPLYING WITH THESE REQUIREMENTS.

F3 ABBREVIATIONS AND ANNOTATIONS LEGEND F8 PROJECT SCOPE

B7 PROJECT DATA AND CODE INFO

C5 GENERAL PROJECT NOTES

F7 ALTERNATES

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OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:

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INDEX AND GENERAL

INFORMATION

AE UPGRADE UTILITY

GPSITE SURVEY

10-13-2023

2737 SHERMAN ROAD / GRAND PRAIRIE, TEXAS

75051

EA02.0702

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A6 DEFINITIONS

B6 UTILITY NOTES

F6 IFC BID PACKAGE

C8 INDEX TO DRAWINGS

ARCHITECTURE

A-000 COVER SHEET

A-001 INDEX AND GENERAL INFORMATION

A-002A ARCHITECTURAL SITE PLAN DEMO

A-002B ARCHITECTURAL SITE PLAN NEW

CIVIL

C01.00 COVERSHEET

C01.01 PRIVATE GENERAL NOTES

C01.02 PUBLIC GENERAL NOTES

C02.00 DEMOLITION PLAN

C03.00 DIMENSIONAL CONTROL PLAN

C04.00 GRADING & DRAINAGE PLAN

C05.00 UTILITY PLAN

C06.00 EROSION CONTROL PLAN

C07.00 PRIVATE DETAIL SHEET

C07.01 PRIVATE DETAIL SHEET

C07.02 VA DETAIL SHEET

MECHANICAL

M001 MECHANICAL SYMBOL LEGEND

M002 MECHANICAL GENERAL NOTES

M100 MECHANICAL SITE PLAN

M410 MECH ENLARGED PLAN - PHASE 1

M420 MECH ENLARGED PLAN - PHASE 2

M421 MECHANICAL ENLARGED PLAN - PHASE 2

M430 MECH ENLARGED PLAN - PHASE 3

M500 MECHANICAL DETAILS

M600 MECHANICAL SCHEDULES

M701 MECHANICAL CONTROLS

ELECTRICAL

E001 ELEC SYMBOL LEGEND AND NOTES

E101 ELECTRICAL SITE PLAN - PHASE 1

E102 ELECTRICAL SITE PLAN - PHASE 2

E103 ELECTRICAL SITE PLAN - PHASE 3

E601 ELECTRICAL PANEL SCHEDULES

E702 ELECTRICAL ONE LINE DIAGRAM

F5 FORCE PROTECTION

STRUCTURAL

S0.00 STRUCTURAL ABBREVIATIONS AND LEGEND

S0.01 GENERAL NOTES

S0.02 SPECIAL INSPECTIONS

S1.00 FOUNDATION PLAN

S2.00 TYPICAL FOUNDATION DETAILS

S2.01 FOUNDATION DETAILS

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REVISION SCHEDULE

No. DESCRIPTION DATE

REVISION 01 - REMOVE DEDUCTIVE ALTERNATES

FROM THE PROJECT.

REMOVE DEDUCTIVE ALTERNATES 11/6/2024

M702 MECHANICAL CONTROLS

M703 MECHANICAL CONTROLS

2 ADDENDUM 01 - REV 02 3/11/2025

E801 ELECTRICAL DETAILS

FOUND

1/2" IRON ROD

0.72'N 3.14'E

FOUND 1/2"

IRON ROD

ENCOMPASS

FOUND

1/2" IRON ROD

0.38'S 0.27'W

S89°57'51"E 535.00'(R/S)

N89°57'51"W 535.00'(R/S)

N '0 "W

.0 R S

N89°57'51"W 241.16'(R/S)

S89°57'51"E 243.59'(R/S)

CONC CURBCONC CURB

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RLG CIVIL / STRUCTURAL ENGINEERING

12001 N. CENTRAL EXP. STE 300

DALLAS, TX 75243

MR. JEFF BETHKE, PE

T. 214.739.8100

CAMPOS ENGINEERING

1331 RIVER BEND DR.

DALLAS, TX 75247

MR. FRED C. CRABTREE, JR., PE

T. 214.696.6291

ENAPAY, LLC

MESQUITE, TX 75149

207 WEST MAIN STREET

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

IKERD

DECATUR, TX 76234

1604 W BUSINESS 380, STE 100

MR. WILL IKERD, PE

T. 214.382.9811

VA NORTH TEXAS HEALTHCARE

ENGINEER SERVICES

BLD: 9 ROOM: 118

MR. JOSE SANCHEZ GONZALEZ

T. 214.857.4830

GNR ESTIMATING SERVICES, LLC

304 TRYALL DRIVE

RUNAWAY BAY, TX 76426

MR. THEODORE E. GARNER

T. 210.487.1127

1 STORY BRICK AND CONCRETE BUILDING

DIAGIONAL HATCH INDICATES

THE APPROXIMATE LIMITATIONS

OF THE DEMOLITION PROJECT AREA.

REFER TO THE CIVIL AND MEP DRAWINGS

FOR PHASING AND EQUIPMENT

INSTALLATIONS.

31' - 11"

APPROX. 61'-0"

85' - 2 1/4"

11' - 6"

A /A

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A2/A-002A

A3/A-002A

B 1/

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A

B2/A-002A

B3/A-002A

C2/A-002A

C3/A-002A

D2/A-002A

D3/A -0

02A

E2/A-002A

E3/A -0

02A

F2/A-002A

F /A

-0 A

TEMPORARY SERVICE ROAD

NEW PACT CLINIC BLDG. ADDITION

DELIVERIES

CONCRETE PAD AND CHAIN LINK FENCE

12'-0" WIDE UNDERGROUND EASEMENT /

VOL. 5498 PAGE 675 (D.R.T.C.T.)

12'-0" WIDE UNDERGROUND EASEMENT /

VOL. 5471 PAGE 636 (D.R.T.C.T.)

CONCRETE PADS

ASPHALT PAVEMENT

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METAL CARPORT

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CONCRETE CURB AND GUTTER

25' WIDE INGRESS / EGRESS EASEMENT

DOC # D206094589 D.R.T.C.T.

DETENTION POND DRAINAGE EASEMENT

DOC # 206094589 D.R.T.C.T.

N.I.C.

HOSPITAL BLVD. (50' W.)

CONCRETE PAVEMENT

40' - 6"

THIS PORTION OF THE EXISTING

BUILDING IS TO REMAIN

THIS PORTION OF THE EXISTING

BUILDING IS TO REMAIN

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OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:

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ARCHITECTURAL SITE PLAN

DEMO

AE UPGRADE UTILITY

GPSITE SURVEY

10-13-2023 Checker Author

2737 SHERMAN ROAD / GRAND PRAIRIE, TEXAS

75051

EA02.0702

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SITE PLAN DEMOF4

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B1 PHOTO_04 B2 PHOTO_05 B3 PHOTO_06

C2 PHOTO_07 C3 PHOTO_08

D2 PHOTO_09 D3 PHOTO_10

E2 PHOTO_11 E3 PHOTO_12

F2 PHOTO_13 F3 PHOTO_14

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REVISION SCHEDULE

No. DESCRIPTION DATE

RLG CIVIL / STRUCTURAL ENGINEERING

12001 N. CENTRAL EXP. STE 300

DALLAS, TX 75243

MR. JEFF BETHKE, PE

T. 214.739.8100

CAMPOS ENGINEERING

1331 RIVER BEND DR.

DALLAS, TX 75247

MR. FRED C. CRABTREE, JR., PE

T. 214.696.6291

ENAPAY, LLC

MESQUITE, TX 75149

207 WEST MAIN STREET

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

IKERD

DECATUR, TX 76234

1604 W BUSINESS 380, STE 100

MR. WILL IKERD, PE

T. 214.382.9811

VA NORTH TEXAS HEALTHCARE

ENGINEER SERVICES

BLD: 9 ROOM: 118

MR. JOSE SANCHEZ GONZALEZ

T. 214.857.4830

GNR ESTIMATING SERVICES, LLC

304 TRYALL DRIVE

RUNAWAY BAY, TX 76426

MR. THEODORE E. GARNER

T. 210.487.1127

1 STORY BRICK AND CONCRETE BUILDING

FUTURE DENTAL CLINIC

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DELIVERIES

NEW BUILDING EXPANSION

NEW CONCRETE PAVEMENT

FOR THE TRUCK COURTYARD

TEMPORARY ASPHALT SERVICE DRIVE

NEW CONCRETE CURB AND GUTTER

NEW CURB AND GUTTER

24' - 0"

31' - 1 1/2" 16' - 0" 35' - 11"

12' - 11 3/4"

34' - 0" 5' - 10 1/4"

19' - 9 7/8"

/2

81' - 7"

3' - 6"

REFER TO B3 & C3/A-002B. 4'-0" EGRESS GATE TO BE INCLUDED.

REFER TO B3 & C3/A-002B. 4'-0" EGRESS GATE TO BE INCLUDED.

REFER TO F3/A-002B

UNDERGROUND UTILITY BYPASS

AND UGE(N) ROUGH-IN-CONDUIT

FOR CONNECTION TO THE DENTAL

CLINIC

PACTDNTL

CONCRETE PAD IN THE BASEMENT FOR BOILERS

8' - 5 7/8"

/8

20' - 0" 16' - 2 5/8"

5' - 8 5/8"

7' - 0"

/8

/4

7' - 0"

9' - 6"

11' - 0"

11' - 0"

6' - 0"

10' - 0"

7' - 6"

10' - 6"

4' - 6"

27' - 1 1/2" 31' - 11"

STACKED BOND / BLACK MORTAR /

BURNISHED BLOCK - BASIS OF DESIGN

GRAND BLANC CEMENT PRODUCTS /

CAST STONE CAP

COORDINATE THE INSTALLATION OF GRADE BEAMS / PIERS

AND CONCRETE BLOCK WALLS WITH THE PLANNED LOCATIONS

OF THE UTILITY YARD INFRASTRUCTURE.

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:

/8

EA:CLIENT:

P R

O J E

C T

N U

M B

E R

1 2 3 4 5 6 7 8

A-002B

ARCHITECTURAL SITE PLAN

NEW

AE UPGRADE UTILITY

GPSITE SURVEY

10-13-2023

2737 SHERMAN ROAD / GRAND PRAIRIE, TEXAS

75051

EA02.0702

A E

U P

G R

A D

E U

T

IL

IT

Y

G P

S

IT

E S

U R

V E

Y

IS

S U

E D

F O

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O N

S T

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C T

IO

N

E A

.0

10-13-2023

PLAN

NORTH

3/64" = 1'-0"

SITE PLAN NEWF5

B3 PHOTO_15

BASIS OF DESIGN - IMPASSE II ANTI-SCALE FENCE / 8'-0" TALL / BLACK

C3 PHOTO_16

BASIS OF DESIGN - IMPASSE II / 4' WIDE EGRESS GATE / AUTOMATIC GATE OPENER / BLACK

F3 PHOTO_17

BASIS OF DESIGN - TRANSPORT TRAVERSE II / 8' TALL / BLACK

S N

E

HP

ET

SNNYL

R E

G O

R

E T

RA

C

H

I

E

S

T

I

E R

D

T

S

T E X

A6

S

O F

3 3A T

E

T

C

E R

G

REVISION SCHEDULE

No. DESCRIPTION DATE

C2 PHOTO_07

REFER TO C2/A-002B FOR

DUMPSTER GATES

NO BRICK / REINFORCED

CONCRETE MASONRY WALL

- REF TO STRUCT

A

B

C

C

A-002B

ALL WORK IN CLOUD HAS BEEN

REMOVED FROM THE PROJECT.

C01.00

COVER SHEET

2737 SHERMAN ST

GRAND PRAIRIE, TARRANT COUNTY, TEXAS, 75051

3" =1

1/ 2"

'-0

1"

'-0

3/ 4"

'-0

1/ 2"

'-0

1/ 4"

'-0

1/ 8"

'-0

1/

'-0

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:

03/

8"

'-0

EA:CLIENT:

PR

O

JE

C

T N

U M

BE

R

1 2 3 4 5 6 7 8

AE UPGRADE UTILITY

GP SITE SURVEY

10-13-2023

2737 SHERMAN ROAD / GRAND PRAIRIE, TEXAS

75051

EA02.0702

AE

U

PG

R

AD

E

U

TI

LI

TY

G

PS

IT

E

SU

R

VE

Y

IS

SU

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F

O R

C O

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ST

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C

TI

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EA

.0

REVISION SCHEDULE

No. DESCRIPTION DATE

RLG

12001 N. CENTRAL EXP. STE 300

DALLAS, TX 75243

MR. JEFF BETHKE, PE

T. 214.739.8100

CAMPOS ENGINEERING

1331 RIVER BEND DR.

DALLAS, TX 75247

MR. FRED C. CRABTREE, JR., PE

T. 214.696.6291

ENAPAY, LLC

MESQUITE, TX 75149

207 WEST MAIN STREET

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

IKERD

DECATUR, TX 76234

1604 W BUSINESS 380, STE 100

MR. WILL IKERD, PE

T. 214.382.9811

VA

ENGINEER SERVICES

BLD: 9 ROOM: 118

MR. ALEX MULLER-POITEVIEN M.E.

T. 214.857.1005 EXT-73830

GNR ESTIMATING SERVICES, LLC

304 TRYALL DRIVE

RUNAWAY BAY, TX 76426

MR. THEODORE E. GARNER

T. 210.487.1127

TBPE FIRM REG. F-493

549-23-723

Sheet List Table

C01.00 COVER SHEET

C01.01 PRIVATE GENERAL NOTES

C01.02 PUBLIC GENERAL NOTES

C02.00 DEMOLITION PLAN

C03.00 PAVING & DIMENSIONAL CONTROL PLAN

C04.00 GRADING & DRAINAGE PLAN

C05.00 UTILITY PLAN

C06.00 EROSION CONTROL PLAN

C07.00 PRIVATE DETAIL SHEET

C07.01 PRIVATE DETAIL SHEET

C07.02 VA DETAIL SHEET

REVIEW DRAWN DATE FILE NUMBER

TARRANT COUNTY, TEXAS

CITY OF GRAND PRAIRIE

RLG CONSULTING ENGINEERS

5601 BRIDGE STREET #420 FORT WORTH, TX 76112

WWW.RLGINC.COM TBPE FIRM REG. F-493

AE UPGRADE UTILITY GP SITE SURVEY

2737 SHERMAN STREET

10/13/2023

SHEET

RLGRLG

3" =1

1/ 2"

'-0

1"

'-0

3/ 4"

'-0

1/ 2"

'-0

1/ 4"

'-0

1/ 8"

'-0

1/

'-0

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:

03/

8"

'-0

" 2

EA:CLIENT:

PR

O

JE

C

T N

U M

BE

R

1 2 3 4 5 6 7 8

AE UPGRADE UTILITY

GP SITE SURVEY

10-13-2023

2737 SHERMAN ROAD / GRAND PRAIRIE, TEXAS

75051

EA02.0702

AE

U

PG

R

AD

E

U

TI

LI

TY

G

PS

IT

E

SU

R

VE

Y

IS

SU

ED

F

O R

C O

N

ST

R U

C

TI

O N

EA

.0

REVISION SCHEDULE

No. DESCRIPTION DATE

RLG

12001 N. CENTRAL EXP. STE 300

DALLAS, TX 75243

MR. JEFF BETHKE, PE

T. 214.739.8100

CAMPOS ENGINEERING

1331 RIVER BEND DR.

DALLAS, TX 75247

MR. FRED C. CRABTREE, JR., PE

T. 214.696.6291

ENAPAY, LLC

MESQUITE, TX 75149

207 WEST MAIN STREET

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

IKERD

DECATUR, TX 76234

1604 W BUSINESS 380, STE 100

MR. WILL IKERD, PE

T. 214.382.9811

VA

ENGINEER SERVICES

BLD: 9 ROOM: 118

MR. ALEX MULLER-POITEVIEN M.E.

T. 214.857.1005 EXT-73830

GNR ESTIMATING SERVICES, LLC

304 TRYALL DRIVE

RUNAWAY BAY, TX 76426

MR. THEODORE E. GARNER

T. 210.487.1127

TBPE FIRM REG. F-493

549-23-723

C01.01

PRIVATE GENERAL NOTES

C01.01

PRIVATE GENERAL NOTES

TARRANT COUNTY, TEXAS

CITY OF GRAND PRAIRIE

RLG CONSULTING ENGINEERS

5601 BRIDGE STREET #420 FORT WORTH, TX 76112

WWW.RLGINC.COM TBPE FIRM REG. F-493

AE UPGRADE UTILITY GP SITE SURVEY

2737 SHERMAN STREET

10/13/2023

SHEET

RLGRLG

3" =1

1/ 2"

'-0

1"

'-0

3/ 4"

'-0

1/ 2"

'-0

1/ 4"

'-0

1/ 8"

'-0

1/

'-0

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:

03/

8"

'-0

" 2

EA:CLIENT:

PR

O

JE

C

T N

U M

BE

R

1 2 3 4 5 6 7 8

AE UPGRADE UTILITY

GP SITE SURVEY

10-13-2023

2737 SHERMAN ROAD / GRAND PRAIRIE, TEXAS

75051

EA02.0702

AE

U

PG

R

AD

E

U

TI

LI

TY

G

PS

IT

E

SU

R

VE

Y

IS

SU

ED

F

O R

C O

N

ST

R U

C

TI

O N

EA

.0

REVISION SCHEDULE

No. DESCRIPTION DATE

RLG

12001 N. CENTRAL EXP. STE 300

DALLAS, TX 75243

MR. JEFF BETHKE, PE

T. 214.739.8100

CAMPOS ENGINEERING

1331 RIVER BEND DR.

DALLAS, TX 75247

MR. FRED C. CRABTREE, JR., PE

T. 214.696.6291

ENAPAY, LLC

MESQUITE, TX 75149

207 WEST MAIN STREET

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

IKERD

DECATUR, TX 76234

1604 W BUSINESS 380, STE 100

MR. WILL IKERD, PE

T. 214.382.9811

VA

ENGINEER SERVICES

BLD: 9 ROOM: 118

MR. ALEX MULLER-POITEVIEN M.E.

T. 214.857.1005 EXT-73830

GNR ESTIMATING SERVICES, LLC

304 TRYALL DRIVE

RUNAWAY BAY, TX 76426

MR. THEODORE E. GARNER

T. 210.487.1127

TBPE FIRM REG. F-493

549-23-723

C01.02

PUBLIC GENERAL NOTES

C01.02

PUBLIC GENERAL NOTES

TARRANT COUNTY, TEXAS

CITY OF GRAND PRAIRIE

RLG CONSULTING ENGINEERS

5601 BRIDGE STREET #420 FORT WORTH, TX 76112

WWW.RLGINC.COM TBPE FIRM REG. F-493

AE UPGRADE UTILITY GP SITE SURVEY

2737 SHERMAN STREET

10/13/2023

SHEET

RLGRLG

3" =1

1/ 2"

'-0

1"

'-0

3/ 4"

'-0

1/ 2"

'-0

1/ 4"

'-0

1/ 8"

'-0

1/

'-0

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:

03/

8"

'-0

EA:CLIENT:

PR

O

JE

C

T N

U M

BE

R

1 2 3 4 5 6 7 8

AE UPGRADE UTILITY

GP SITE SURVEY

10-13-2023

2737 SHERMAN ROAD / GRAND PRAIRIE, TEXAS

75051

EA02.0702

AE

U

PG

R

AD

E

U

TI

LI

TY

G

PS

IT

E

SU

R

VE

Y

IS

SU

ED

F

O R

C O

N

ST

R U

C

TI

O N

EA

.0

REVISION SCHEDULE

No. DESCRIPTION DATE

RLG

12001 N. CENTRAL EXP. STE 300

DALLAS, TX 75243

MR. JEFF BETHKE, PE

T. 214.739.8100

CAMPOS ENGINEERING

1331 RIVER BEND DR.

DALLAS, TX 75247

MR. FRED C. CRABTREE, JR., PE

T. 214.696.6291

ENAPAY, LLC

MESQUITE, TX 75149

207 WEST MAIN STREET

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

IKERD

DECATUR, TX 76234

1604 W BUSINESS 380, STE 100

MR. WILL IKERD, PE

T. 214.382.9811

VA

ENGINEER SERVICES

BLD: 9 ROOM: 118

MR. ALEX MULLER-POITEVIEN M.E.

T. 214.857.1005 EXT-73830

GNR ESTIMATING SERVICES, LLC

304 TRYALL DRIVE

RUNAWAY BAY, TX 76426

MR. THEODORE E. GARNER

T. 210.487.1127

TBPE FIRM REG. F-493

549-23-723

C02.00

DEMOLITION PLAN

DEMOLITION PLAN

C02.00

TARRANT COUNTY, TEXAS

CITY OF GRAND PRAIRIE

RLG CONSULTING ENGINEERS

5601 BRIDGE STREET #420 FORT WORTH, TX 76112

WWW.RLGINC.COM TBPE FIRM REG. F-493

AE UPGRADE UTILITY GP SITE SURVEY

2737 SHERMAN STREET

10/13/2023

SHEET

RLGRLG

3" =1

1/ 2"

'-0

1"

'-0

3/ 4"

'-0

1/ 2"

'-0

1/ 4"

'-0

1/ 8"

'-0

1/

'-0

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:

03/

8"

'-0

EA:CLIENT:

PR

O

JE

C

T N

U M

BE

R

1 2 3 4 5 6 7 8

AE UPGRADE UTILITY

GP SITE SURVEY

10-13-2023

2737 SHERMAN ROAD / GRAND PRAIRIE, TEXAS

75051

EA02.0702

AE

U

PG

R

AD

E

U

TI

LI

TY

G

PS

IT

E

SU

R

VE

Y

IS

SU

ED

F

O R

C O

N

ST

R U

C

TI

O N

EA

.0

REVISION SCHEDULE

No. DESCRIPTION DATE

RLG

12001 N. CENTRAL EXP. STE 300

DALLAS, TX 75243

MR. JEFF BETHKE, PE

T. 214.739.8100

CAMPOS ENGINEERING

1331 RIVER BEND DR.

DALLAS, TX 75247

MR. FRED C. CRABTREE, JR., PE

T. 214.696.6291

ENAPAY, LLC

MESQUITE, TX 75149

207 WEST MAIN STREET

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

IKERD

DECATUR, TX 76234

1604 W BUSINESS 380, STE 100

MR. WILL IKERD, PE

T. 214.382.9811

VA

ENGINEER SERVICES

BLD: 9 ROOM: 118

MR. ALEX MULLER-POITEVIEN M.E.

T. 214.857.1005 EXT-73830

GNR ESTIMATING SERVICES, LLC

304 TRYALL DRIVE

RUNAWAY BAY, TX 76426

MR. THEODORE E. GARNER

T. 210.487.1127

TBPE FIRM REG. F-493

549-23-723

C03.00

PAVING & DIMENSIONAL CONTROL PLAN

C03.00

PAVING & DIMENSIONAL

CONTROL PLAN

TARRANT COUNTY, TEXAS

CITY OF GRAND PRAIRIE

RLG CONSULTING ENGINEERS

5601 BRIDGE STREET #420 FORT WORTH, TX 76112

WWW.RLGINC.COM TBPE FIRM REG. F-493

AE UPGRADE UTILITY GP SITE SURVEY

2737 SHERMAN STREET

10/13/2023

SHEET

RLGRLG

3" =1

1/ 2"

'-0

1"

'-0

3/ 4"

'-0

1/ 2"

'-0

1/ 4"

'-0

1/ 8"

'-0

1/

'-0

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:

03/

8"

'-0

EA:CLIENT:

PR

O

JE

C

T N

U M

BE

R

1 2 3 4 5 6 7 8

AE UPGRADE UTILITY

GP SITE SURVEY

10-13-2023

2737 SHERMAN ROAD / GRAND PRAIRIE, TEXAS

75051

EA02.0702

AE

U

PG

R

AD

E

U

TI

LI

TY

G

PS

IT

E

SU

R

VE

Y

IS

SU

ED

F

O R

C O

N

ST

R U

C

TI

O N

EA

.0

REVISION SCHEDULE

No. DESCRIPTION DATE

RLG

12001 N. CENTRAL EXP. STE 300

DALLAS, TX 75243

MR. JEFF BETHKE, PE

T. 214.739.8100

CAMPOS ENGINEERING

1331 RIVER BEND DR.

DALLAS, TX 75247

MR. FRED C. CRABTREE, JR., PE

T. 214.696.6291

ENAPAY, LLC

MESQUITE, TX 75149

207 WEST MAIN STREET

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

IKERD

DECATUR, TX 76234

1604 W BUSINESS 380, STE 100

MR. WILL IKERD, PE

T. 214.382.9811

VA

ENGINEER SERVICES

BLD: 9 ROOM: 118

MR. ALEX MULLER-POITEVIEN M.E.

T. 214.857.1005 EXT-73830

GNR ESTIMATING SERVICES, LLC

304 TRYALL DRIVE

RUNAWAY BAY, TX 76426

MR. THEODORE E. GARNER

T. 210.487.1127

TBPE FIRM REG. F-493

549-23-723

C04.00

GRADING & DRAINAGE PLAN

C04.00

GRADING & DRAINAGE PLAN

TARRANT COUNTY, TEXAS

CITY OF GRAND PRAIRIE

RLG CONSULTING ENGINEERS

5601 BRIDGE STREET #420 FORT WORTH, TX 76112

WWW.RLGINC.COM TBPE FIRM REG. F-493

AE UPGRADE UTILITY GP SITE SURVEY

2737 SHERMAN STREET

10/13/2023

SHEET

RLGRLG

3" =1

1/ 2"

'-0

1"

'-0

3/ 4"

'-0

1/ 2"

'-0

1/ 4"

'-0

1/ 8"

'-0

1/

'-0

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:

03/

8"

'-0

EA:CLIENT:

PR

O

JE

C

T N

U M

BE

R

1 2 3 4 5 6 7 8

AE UPGRADE UTILITY

GP SITE SURVEY

10-13-2023

2737 SHERMAN ROAD / GRAND PRAIRIE, TEXAS

75051

EA02.0702

AE

U

PG

R

AD

E

U

TI

LI

TY

G

PS

IT

E

SU

R

VE

Y

IS

SU

ED

F

O R

C O

N

ST

R U

C

TI

O N

EA

.0

REVISION SCHEDULE

No. DESCRIPTION DATE

RLG

12001 N. CENTRAL EXP. STE 300

DALLAS, TX 75243

MR. JEFF BETHKE, PE

T. 214.739.8100

CAMPOS ENGINEERING

1331 RIVER BEND DR.

DALLAS, TX 75247

MR. FRED C. CRABTREE, JR., PE

T. 214.696.6291

ENAPAY, LLC

MESQUITE, TX 75149

207 WEST MAIN STREET

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

IKERD

DECATUR, TX 76234

1604 W BUSINESS 380, STE 100

MR. WILL IKERD, PE

T. 214.382.9811

VA

ENGINEER SERVICES

BLD: 9 ROOM: 118

MR. ALEX MULLER-POITEVIEN M.E.

T. 214.857.1005 EXT-73830

GNR ESTIMATING SERVICES, LLC

304 TRYALL DRIVE

RUNAWAY BAY, TX 76426

MR. THEODORE E. GARNER

T. 210.487.1127

TBPE FIRM REG. F-493

549-23-723

C05.00

UTILITY PLAN

C05.00

UTILITY PLAN

TARRANT COUNTY, TEXAS

CITY OF GRAND PRAIRIE

RLG CONSULTING ENGINEERS

5601 BRIDGE STREET #420 FORT WORTH, TX 76112

WWW.RLGINC.COM TBPE FIRM REG. F-493

AE UPGRADE UTILITY GP SITE SURVEY

2737 SHERMAN STREET

10/13/2023

SHEET

RLGRLG

3" =1

1/ 2"

'-0

1"

'-0

3/ 4"

'-0

1/ 2"

'-0

1/ 4"

'-0

1/ 8"

'-0

1/

'-0

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:

03/

8"

'-0

EA:CLIENT:

PR

O

JE

C

T N

U M

BE

R

1 2 3 4 5 6 7 8

AE UPGRADE UTILITY

GP SITE SURVEY

10-13-2023

2737 SHERMAN ROAD / GRAND PRAIRIE, TEXAS

75051

EA02.0702

AE

U

PG

R

AD

E

U

TI

LI

TY

G

PS

IT

E

SU

R

VE

Y

IS

SU

ED

F

O R

C O

N

ST

R U

C

TI

O N

EA

.0

REVISION SCHEDULE

No. DESCRIPTION DATE

RLG

12001 N. CENTRAL EXP. STE 300

DALLAS, TX 75243

MR. JEFF BETHKE, PE

T. 214.739.8100

CAMPOS ENGINEERING

1331 RIVER BEND DR.

DALLAS, TX 75247

MR. FRED C. CRABTREE, JR., PE

T. 214.696.6291

ENAPAY, LLC

MESQUITE, TX 75149

207 WEST MAIN STREET

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

IKERD

DECATUR, TX 76234

1604 W BUSINESS 380, STE 100

MR. WILL IKERD, PE

T. 214.382.9811

VA

ENGINEER SERVICES

BLD: 9 ROOM: 118

MR. ALEX MULLER-POITEVIEN M.E.

T. 214.857.1005 EXT-73830

GNR ESTIMATING SERVICES, LLC

304 TRYALL DRIVE

RUNAWAY BAY, TX 76426

MR. THEODORE E. GARNER

T. 210.487.1127

TBPE FIRM REG. F-493

549-23-723

C06.00

EROSION CONTROL PLAN

C06.00

EROSION CONTROL PLAN

TARRANT COUNTY, TEXAS

CITY OF GRAND PRAIRIE

RLG CONSULTING ENGINEERS

5601 BRIDGE STREET #420 FORT WORTH, TX 76112

WWW.RLGINC.COM TBPE FIRM REG. F-493

AE UPGRADE UTILITY GP SITE SURVEY

2737 SHERMAN STREET

10/13/2023

SHEET

RLGRLG

3" =1

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OFFICE OF

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MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:

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1 2 3 4 5 6 7 8

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GP SITE SURVEY

10-13-2023

2737 SHERMAN ROAD / GRAND PRAIRIE, TEXAS

75051

EA02.0702

AE

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REVISION SCHEDULE

No. DESCRIPTION DATE

RLG

12001 N. CENTRAL EXP. STE 300

DALLAS, TX 75243

MR. JEFF BETHKE, PE

T. 214.739.8100

CAMPOS ENGINEERING

1331 RIVER BEND DR.

DALLAS, TX 75247

MR. FRED C. CRABTREE, JR., PE

T. 214.696.6291

ENAPAY, LLC

MESQUITE, TX 75149

207 WEST MAIN STREET

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

IKERD

DECATUR, TX 76234

1604 W BUSINESS 380, STE 100

MR. WILL IKERD, PE

T. 214.382.9811

VA

ENGINEER SERVICES

BLD: 9 ROOM: 118

MR. ALEX MULLER-POITEVIEN M.E.

T. 214.857.1005 EXT-73830

GNR ESTIMATING SERVICES, LLC

304 TRYALL DRIVE

RUNAWAY BAY, TX 76426

MR. THEODORE E. GARNER

T. 210.487.1127

TBPE FIRM REG. F-493

549-23-723

C07.00

PRIVATE DETAIL SHEET

C07.00

PRIVATE DETAIL SHEET

TARRANT COUNTY, TEXAS

CITY OF GRAND PRAIRIE

RLG CONSULTING ENGINEERS

5601 BRIDGE STREET #420 FORT WORTH, TX 76112

WWW.RLGINC.COM TBPE FIRM REG. F-493

AE UPGRADE UTILITY GP SITE SURVEY

2737 SHERMAN STREET

10/13/2023

SHEET

RLGRLG

3" =1

1/ 2"

'-0

1"

'-0

3/ 4"

'-0

1/ 2"

'-0

1/ 4"

'-0

1/ 8"

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B

C

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OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:

03/

8"

'-0

" 2

EA:CLIENT:

PR

O

JE

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U M

BE

R

1 2 3 4 5 6 7 8

AE UPGRADE UTILITY

GP SITE SURVEY

10-13-2023

2737 SHERMAN ROAD / GRAND PRAIRIE, TEXAS

75051

EA02.0702

AE

U

PG

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AD

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EA

.0

REVISION SCHEDULE

No. DESCRIPTION DATE

RLG

12001 N. CENTRAL EXP. STE 300

DALLAS, TX 75243

MR. JEFF BETHKE, PE

T. 214.739.8100

CAMPOS ENGINEERING

1331 RIVER BEND DR.

DALLAS, TX 75247

MR. FRED C. CRABTREE, JR., PE

T. 214.696.6291

ENAPAY, LLC

MESQUITE, TX 75149

207 WEST MAIN STREET

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

IKERD

DECATUR, TX 76234

1604 W BUSINESS 380, STE 100

MR. WILL IKERD, PE

T. 214.382.9811

VA

ENGINEER SERVICES

BLD: 9 ROOM: 118

MR. ALEX MULLER-POITEVIEN M.E.

T. 214.857.1005 EXT-73830

GNR ESTIMATING SERVICES, LLC

304 TRYALL DRIVE

RUNAWAY BAY, TX 76426

MR. THEODORE E. GARNER

T. 210.487.1127

TBPE FIRM REG. F-493

549-23-723

C07.01

PRIVATE DETAIL SHEET

C07.01

PRIVATE DETAIL SHEET

TARRANT COUNTY, TEXAS

CITY OF GRAND PRAIRIE

RLG CONSULTING ENGINEERS

5601 BRIDGE STREET #420 FORT WORTH, TX 76112

WWW.RLGINC.COM TBPE FIRM REG. F-493

AE UPGRADE UTILITY GP SITE SURVEY

2737 SHERMAN STREET

10/13/2023

SHEET

RLGRLG

3" =1

1/ 2"

'-0

1"

'-0

3/ 4"

'-0

1/ 2"

'-0

1/ 4"

'-0

1/ 8"

'-0

1/

'-0

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

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1 2 3 4 5 6 7 8

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A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:

03/

8"

'-0

" 2

EA:CLIENT:

PR

O

JE

C

T N

U M

BE

R

1 2 3 4 5 6 7 8

AE UPGRADE UTILITY

GP SITE SURVEY

10-13-2023

2737 SHERMAN ROAD / GRAND PRAIRIE, TEXAS

75051

EA02.0702

AE

U

PG

R

AD

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.0

REVISION SCHEDULE

No. DESCRIPTION DATE

RLG

12001 N. CENTRAL EXP. STE 300

DALLAS, TX 75243

MR. JEFF BETHKE, PE

T. 214.739.8100

CAMPOS ENGINEERING

1331 RIVER BEND DR.

DALLAS, TX 75247

MR. FRED C. CRABTREE, JR., PE

T. 214.696.6291

ENAPAY, LLC

MESQUITE, TX 75149

207 WEST MAIN STREET

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

IKERD

DECATUR, TX 76234

1604 W BUSINESS 380, STE 100

MR. WILL IKERD, PE

T. 214.382.9811

VA

ENGINEER SERVICES

BLD: 9 ROOM: 118

MR. ALEX MULLER-POITEVIEN M.E.

T. 214.857.1005 EXT-73830

GNR ESTIMATING SERVICES, LLC

304 TRYALL DRIVE

RUNAWAY BAY, TX 76426

MR. THEODORE E. GARNER

T. 210.487.1127

TBPE FIRM REG. F-493

549-23-723

C07.02

VA DETAIL SHEET

C07.02

VA DETAIL SHEET

N

SCALE:

COCO

S

MM

S S

M M

M M

H

T

CO2

M

R

CO

VFD

R D R D

FD

FSD

SD

FD

SD

BDD

BDD

FSD

SP

SP

S S

M M

T T

H H

CO2

CO2

B B

DP

DP

DPS

DPS

AF

AF

CRD

SHEET 1/8" = 1'-0"

TOP TITLE

BOTTOM TITLE

F&T F&T

DUCTWORK SYMBOLSVALVE SYMBOLS

GATE VALVE

PIPE & FITTING SYMBOLS

MANUAL VOLUME DAMPER

GRAPHIC SYMBOLS

CONTROL SYMBOLS

VERTICAL RUN ON PLAN

READ LEFT TO RIGHT

4" CWS

H W

R C

W R

H W

S

2" HWS

2" HWR

4" CWR

READ TOP TO BOTTOM

4" CHWS

3" PCD(F) *

2" HPS

2" LPS

4" CHWR

C W

S

3" PCD(F) *

2" HPS

2" LPS

4" CHWR

4" CHWS

L P

S C

H W

R C

H W

S P

C D

(F

CHWS

CHWR

LPS

PCD(F) *

HWS

HWR

CWR

H P

S

HPS

CWS

PIPING DESIGNATION

2" CHWS

XXX-1

SYSTEM SERVICE ABBREVIATION

NOMINAL PIPE SIZE

MISCELLANEOUS SYMBOLS

EQUIPMENT DESIGNATION

(IN INCHES)

SINGLE LINE PIPE/DUCTWORK BREAK

KEYED NOTE

POINT OF DISCONNECTION

POINT OF CONNECTION (NEW TO EXISTING)

HORIZONTAL RUN ON PLAN

MULTI-LINE KEY

4" CWR

4" CWS

2" HWS

2" HWR

(D)

(R)

(E)

(N)

LIMIT OF EXISTING ITEMS TO BE REMOVED

NEW ITEM (NOTATION SHOWN AS NECESSARY

FOR CLARIFICATION)

EXISTING ITEM TO REMAIN (NOTATION

SHOWN AS NECESSARY FOR CLARIFICATION)

EXISTING ITEM TO BE RELOCATED (NOTATION

SHOWN AS NECESSARY FOR CLARIFICATION)

EXISTING ITEM TO BE DEMOLISHED (NOTATION

SHOWN AS NECESSARY FOR CLARIFICATION)

EXISTING ITEMS TO BE DEMOLISHED

EXISTING ITEMS TO REMAIN

NEW ITEMS (PIPING/DUCTWORK/EQUIPMENT)

RECTANGULAR DUCT/STANDARD BREAK

* - (F) INDICATES FUTURE PIPING ON RACK

BOP 12'-6"

AFF

LOWER

PIPE RACK

BOP 13'-6"

AFF UPPER

PIPE RACK

BOP 12'-6"

AFF

LOWER

PIPE RACK

BOP 13'-6"

AFF UPPER

PIPE RACK

SINGLE LINEDOUBLE LINE

PIPE

WELDED JOINT

SCREWED JOINT

GROOVED END JOINT

FLANGED JOINT

GROOVED END ADAPTER FLANGE

FLANGED COUPLING ADAPTER

UNION

TEE FITTING

REDUCER - ECCENTRIC

REDUCER - CONCENTRIC

CAP

ANCHOR

BLIND FLANGE

FLOW ORIFICE PLATE

ELBOW, 90 DEGREE -

CHANGE IN

DIRECTION

TOWARD VIEWER

ELBOW, 90 DEGREE -

CHANGE IN

DIRECTION

AWAY FROM VIEWER

LATERAL

NOTE:

WELDED FITTINGS ARE SHOWN FOR DOUBLE LINE PIPING.

FITTINGS WITH OTHER END CONDITIONS ARE SIMILAR.

PRESSURE GAUGE

WITH

GAUGE COCK

STEAM TRAP, TYPE AS NOTED

IB = INVERTED BUCKET

F&T = FLOAT &

THERMOSTATIC

TH = THERMODYNAMIC

BP = BALANCED PRESSURE

AIR SEPARATOR

ELBOW, 90 DEGREE

(LONG RADIUS

UON)

ELBOW, 45 DEGREE

(LONG RADIUS

UON)

VENTURI FLOW METER

CONTROL VALVES

CLEANOUT

(F) FUTURE ITEM (NOTATION SHOWN AS

NECESSARY FOR CLARIFICATION)

2"

SECTION NO.

DIRECTION OF CUTTING PLANE

SHEET NO. ON WHICH

THE SECTION IS

DRAWN

A

M5.01

DRAWING TITLE

DETAIL NO. AND SHEET NO.

SCALE OF FLOOR PLAN,

SECTION OR DETAIL

M3.01

AREA OF ENLARGED PLAN

OR

DETAIL

SHEET NO. ON

WHICH

ENLARGED

DETAIL IS DRAWN

CHWS

DOUBLE LINE PIPE/ROUND DUCTWORK BREAK

NEW CONNECTION TO EXISTING ITEM

1 REVISION DELTA

STUB END OR FLANGE

ADAPTER W/ FLANGE RING

GENERIC FLEXIBLE

COUPLING

(REFER TO SPECIFICATIONS)

2"CHWS

- OR -

TEE FITTING,

BRANCH TOWARD VIEWER

TEE FITTING,

BRANCH AWAY FROM VIEWER

PIPING WITH INSULATION

(WHEN SHOWN FOR

CLARITY)

THERMOWELL

WITH

THERMOMETER

STRAINER - "Y"

TYPE

WITH BLOW DOWN

WATER METER

PUMP, ARROW INDICATES FLOW

SINGLE LINEDOUBLE LINEDESCRIPTION DESCRIPTION

CHECK VALVE

BUTTERFLY VALVE

BALL VALVE

DIAPHRAGM VALVE

GLOBE VALVE

PLUG VALVE

PRESSURE REDUCING VALVE

BALANCING VALVE

DIRECTION OF FLOW / SLOPE

PRESSURE RELIEF VALVE

AUTOMATIC AIR VENT

MANUAL AIR VENT

SINGLE LINEDOUBLE LINE DESCRIPTION

TWO-WAY, TWO POSITION

CONTROL VALVE W/ SOLENOID

TWO-WAY, MODULATING

CONTROL VALVE

TWO-WAY, TWO POSITION

CONTROL VALVE

THREE-WAY, TWO POSITION

CONTROL VALVE

THREE-WAY, MODULATING

CONTROL VALVE

WALL MOUNTED DEVICES

HUMIDITY SENSOR/HUMIDISTAT

TEMPERATURE SENSOR/THERMOSTAT

CARBON DIOXIDE SENSOR

MOTION SENSOR

OVERRIDE SWITCH

CARBON MONOXIDE SENSOR

VARIABLE FREQUENCY DRIVE

EQUIPMENT SYMBOLS

ROOFTOP EXHAUST FAN (ROOF PLAN VIEW)

ROOFTOP EXHAUST FAN (ROOF PLAN VIEW)

WALL LOUVER WITH POSITIVE OR NEGATIVE AIRFLOW

DOOR UNDERCUT (SPECIFY CFM IF REQUIRED)UC

DOOR LOUVER (SPECIFY CFM IF REQUIRED)

LD

AxB

RECTANGULAR OR SQUARE DUCT,

DIMENSIONS ARE IN INCHES, MIN.

INSIDE CLEAR, A = WIDTH, B= HEIGHT

AxB

A"Ø

ROUND DUCT DIMENSIONS ARE IN

INCHES, MIN. INSIDE CLEAR,

A = DIAMETER

A"Ø

AxBØ

FLAT OVAL DUCT DIMENSIONS ARE

IN INCHES, MIN. INSIDE CLEAR,

A = WIDTH, B= HEIGHT

AxBØ

DUCTWORK RISE (R) OR DROP (D)

RELATIVE TO DIRECTION OF

AIRFLOW

DIRECTION OF AIR FLOW

SUPPLY AIR OR POSITIVE

PRESSURE DUCTWORK, SECTION

TOWARDS/AWAY VIEWER

RETURN AIR OR NEGATIVE

PRESSURE DUCTWORK, AIRFLOW

TOWARDS VIEWER

EXHAUST AIR DUCTWORK,

AIRFLOW TOWARDS VIEWER

RIGID ROUND DUCTWORK,

AIRFLOW TOWARDS VIEWER

FIRE DAMPER

FIRE/SMOKE DAMPER

SMOKE DAMPER

BACKDRAFT DAMPER

SMOKE DETECTOR

STATIC PRESSURE SENSOR

MOTORIZED DAMPER

TEMPERATURE SENSOR

DESCRIPTIONSINGLE LINEDOUBLE LINE

HUMIDITY SENSOR

CARBON DIOXIDE SENSOR

BAROMETRIC DAMPER

DIFFERENTIAL PRESSURE SENSOR

DIFFERENTIAL PRESSURE

SAFETY SHUT-DOWN

RELAY

AIRFLOW PROOF SWITCH

ACCESS PANEL/CLEANOUT

SUPPLY AIR OR POSITIVE

PRESSURE DUCTWORK, AIRFLOW

AWAY FROM VIEWER

RETURN AIR OR NEGATIVE

PRESSURE DUCTWORK, AIRFLOW

AWAY FROM VIEWER

EXHAUST AIR DUCTWORK,

AIRFLOW AWAY FROM VIEWER

RIGID ROUND DUCTWORK,

AIRFLOW AWAY FROM

VIEWER

TRANSITION - ECCENTRIC REDUCER

TRANSITION - CONCENTRIC REDUCER

TRANSITION - SQUARE TO ROUND

90° ELBOW WITHOUT TURNING

VANES (RETURN OR EXHAUST

DUCTWORK ONLY)

90° ELBOW WITH TURNING VANES

(REQUIRED ON SUPPLY

DUCTWORK)

45° ELBOW WITHOUT TURNING

VANES (RETURN OR EXHAUST

DUCTWORK ONLY)

45° ELBOW WITH TURNING VANES

(REQUIRED ON SUPPLY DUCTWORK)

RADIUS 90° ELBOW (R = 1.5W)

RW

RADIUS 45° ELBOW (R = 1.5W)

RW

SPIN-IN FITTING WITH FLEXIBLE

DUCTWORK, DIMENSIONS ARE IN

INCHES, MIN. INSIDE CLEAR,

A = DIAMETER

AIR DISTRIBUTION

CEILING RADIATION DAMPER

LINEAR SLOT DIFFUSER

ROUND SUPPLY AIR DIFFUSER

SIDEWALL REGISTER

8"Ø

TYP OF 2

AIR DISTRIBUTION CALLOUT

RETURN AIR OR TRANSFER AIR GRILLE

A"ØA"Ø

INLINE EXHAUST FAN (EF), AIR HANDLING UNIT

(AHU), CONDENSING UNIT (CU)

BRANCH TAKE-OFF WITH MVD

CONICAL TAKE-OFF WITH MVD

DUCTWORK SYMBOLS

SINGLE LINEDOUBLE LINE DESCRIPTION

SUPPLY AIR DIFFUSER

EXHAUST AIR GRILLE

REFER TO SCHEDULE FOR ADDITIONAL INFORMATION

DUCT MOUNTED GRILLE

DETAIL NUMBER

MECHANICAL SYMBOL LEGEND

THIS IS A STANDARD LEGEND SHEET. SOME INFORMATION ON

THIS SHEET MAY NOT NECESSARILY APPLY TO THIS PROJECT.

S1

RLG

12001 N. CENTRAL EXP. STE 300

DALLAS, TX 75243

MR. CLAYTON E. NOLAN, PE

T. 214.739.8100

CAMPOS ENGINEERING

1331 RIVER BEND DR.

DALLAS, TX 75247

MR. FRED C. CRABTREE, JR., PE

T. 214.696.6291

ENAPAY, LLC

MESQUITE, TX 75149

207 WEST MAIN STREET

MR. ROGER L. STEPHENS, AIA

T. 214.505.0659

IKERD

DECATUR, TX 76234

1604 W BUSINESS 380, STE 100

MR. WILL IKERD, PE

T. 214.382.9811

VA

ENGINEER SERVICES

BLD: 9 ROOM: 118

MR. ALEX MULLER-POITEVIEN M.E.

T. 214.857.1005 EXT-73830

GNR ESTIMATING SERVICES, LLC

304 TRYALL DRIVE

RUNAWAY BAY, TX 76426

MR. THEODORE E. GARNER

T. 210.487.1127

FRED C. CRABTREE, JR.

109799

L IC E N S ED

P R

O

FES S IONA L ENG

IN

E E

R

STATE OF TEXASCAMPOS

ENGINEERING

1331 River Bend Drive Dallas, Texas 75247

(214) 696-6291 campos@camposengineering.com Registration No. F-001731 Project Number:

/2

/4

/2

/4

/8

/1

If this sheet is not 30" by 42", it is a reduced print; and thus, must be scaled accordingly.

A

1 2 3 4 5 6 7 8

B

C

D

E

F

A

B

C

D

E

F

OFFICE OF

FACILITIES

MANAGEMENT

PROJECT NUMBER:

BUILDING NUMBER:

VA DRAWING NUMBER:

DWG ____ OF ____

PROJECT TITLE:

LOCATION:

DATE: CHECKED: DRAWN:

DRAWING TITLE:

APPROVED: PROJECT DIRECTOR

PROJECT DIRECTORY:

/8

EA:CLIENT:

P R

O J E

C T

N U

M B

E R

1 2 3 4 5 6 7 8

D23-3247.00 M001

MECHANICAL SYMBOL

LEGEND

AE UPGRADE UTILITY GP

SITE SURVEY

10-13-2023 FCC EAG

2737 SHERMAN ROAD / GRAND PRAIRIE, TEXAS

75051

EA02.0904

A E

U P

G R

A D

E U

T

IL

IT

Y

G P

S

IT

E S

U R

V E

Y D

E S

IG

N

D E

V E

L O

P M

E N

T

549-23-723

DESIGN DEVELOPMENT / 100%

E A

.0

10-13-2023

REVISION SCHEDULE

MECHANICAL GENERAL NOTES

1. ISOLATION VALVES SHALL BE PROVIDED IN ALL BRANCH PIPING AND AT EQUIPMENT CONNECTIONS.

2. PIPING CONNECTIONS TO ALL EQUIPMENT SHALL BE FABRICATED WITH THE ISOLATION VALVES, FLANGES AND/OR UNIONS

POSITIONED TO ALLOW REMOVAL AND SERVICE OF THE COMPONENT PARTS.

3. INSTALL MANUAL AIR VENTS AT THE HIGH POINTS OF THE PIPING SYSTEMS.

4. ROUTE PIPING IN AN ORDERLY MANNER AND MAINTAIN PROPER GRADES. INSTALL TO CONSERVE HEADROOM AND TO CREATE MINIMUM INTERFERENCE WITH USE OF SPACE. ROUTE ALL PIPING PARALLEL TO BUILDING LINES UON. GROUP PIPING AT COMMON BOP ELEVATIONS WHENEVER PRACTICAL. PIPES LOCATED IN CONCEALED SPACES SHALL BE ROUTED CLOSE TO BUILDING

STRUCTURE UON.

5. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE OR EQUIPMENT CONNECTED.

6. INSTALL VALVES WITH STEMS UPRIGHT OR HORIZONTAL, NOT INVERTED.

7. INSTALL VALVES AND EQUIPMENT IN ACCESSIBLE LOCATIONS. INSTALL ACCESS DOORS IN PARTITIONS OR CEILINGS WHERE VALVES

AND EQUIPMENT WOULD OTHERWISE BE INACCESSIBLE.

8. WHEN SOCKET WELD OR SOLDER END VALVES ARE INSTALLED, SPECIAL CARE SHALL BE TAKEN TO AVOID OVERHEATING AND

DAMAGING THE VALVE BODY, TRIM OR PACKING. DAMAGED VALVES SHALL BE REPLACED AT CONTRACTOR'S EXPENSE.

9. IDENTIFY EACH PIPE WITH LABELING AS REQUIRED BY SPECIFICATIONS.

10. SLEEVE ALL PIPING THAT PENETRATES FIRE RATED WALLS, FLOORS AND PARTITIONS. PENETRATIONS SHALL BE SEALED WITH A U.L.

LISTED ASSEMBLY TO PROVIDE A RATING EQUAL TO OR GREATER THAN THAT OF THE PENETRATED WALL, FLOOR OR PARTITION.

11. SLEEVE ALL PIPING THAT PENETRATES EXTERIOR BUILDING WALLS AND GRADE BEAMS. SEAL PENETRATIONS WATERTIGHT.

12. COORDINATE WITH OTHER TRADES BEFORE FABRICATION OR INSTALLATION OF ANY SYSTEMS.

13. EXISTING DUCTWORK, PIPING AND EQUIPMENT SHOWN ON THESE DRAWINGS INDICATES THE GENERAL LOCATION AND ROUTING. THE ACTUAL LOCATION SHALL BE DETERMINED BY THE CONTRACTOR WHO SHALL COORDINATE ALL WORK WITH ALL TRADES NECESSARY

TO INSTALL NEW DUCTWORK, PIPING OR EQUIPMENT AS SHOWN ON THE DRAWING.

14. THESE DRAWINGS DO NOT NECESSARILY SHOW ALL OFFSETS OR ELEVATION DIFFERENCES WHICH MAY BE NECESSARY FOR THE

COMPLETE INSTALLATION. THESE SHALL BE PROVIDED AS REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONAL SYSTEM AT NO

ADDITIONAL COST TO THE CONTRACT.

15. ALL NEW DUCTWORK SHALL BE EXTERNALLY INSULATED AS SPECIFIED.

16. WHERE REMOVAL OF EXISTING DUCTWORK OR PORTIONS OF ANY AIR SYSTEM IS NECESSARY, THE DUCT SHALL BE PATCHED AND

SEALED AIRTIGHT USING PATCH OF SAME MATERIAL AND EQUAL OR GREATER THICKNESS AS EXISTING. PATCHES SHALL BE ATTACHED WITH SHEET METAL SCREWS OR OTHER MEANS OF POSITIVE ATTACHMENT (WELDING, BONDING, ETC.) AS SPECIFIED FOR THE PARTICULAR DUCT SYSTEM. NEW INSULATION SHALL BE EQUAL TO OR BETTER THAN EXISTING AND SHALL BE PATCHED AND

SEALED TO MATCH EXISTING INSULATION AND MAINTAIN VAPOR BARRIER.

17. COORDINATE ALL REMODEL WORK WITH NEW CONSTRUCTION AND OTHER TRADES.

18. THE CONTRACTOR SHALL ADJUST AND BALANCE ALL MECHANICAL SYSTEMS TO DESIGN SETTINGS AS SHOWN AND SHALL REBALANCE TO RESTORE SETTINGS OF SYSTEMS TEMPORARILY ALTERED FOR THE PURPOSES OF COMPLETING THE WORK OF THIS

PROJECT.

19. NOTIFY AND COORDINATE WITH THE OWNER AT LEAST SEVEN DAYS PRIOR TO SHUTDOWN OF ANY BUILDING SERVICES OR

EQUIPMENT. SHUTDOWN TIME SHALL BE KEPT TO A MINIMUM.

20. ANY ITEMS DAMAGED DURING DEMOLITION SHALL BE REPLACED WITH NEW MATERIALS TO MATCH EXISTING.

21. CONTRACTOR SHALL PROVIDE TEMPORARY DUCTWORK, ELECTRICAL SERVICE, PIPING OR OTHER BUILDING SERVICES AS REQUIRED TO KEEP OTHER AREAS IN OPERATION DURING REMODELING. NOTIFY OWNER PRIOR TO SHUT-DOWN FOR ANY TEMPORARY SERVICE REQUIREMENTS. ALL TEMPORARY WORK SHALL BE COMPLETELY REMOVED ONLY AFTER NEW SERVICES ARE COMPLETELY

INSTALLED AND FUNCTIONAL.

22. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR LOCATIONS OF CEILING-MOUNTED HVAC DEVICES AND EQUIPMENT.

23. DUCT ROUTING CHANGES MADE BY THE CONTRACTOR FOR THE PURPOSE OF ACCOMMODATING FIELD CONDITIONS SHALL INCLUDE FIRE DAMPERS AND COMBINATION FIRE/SMOKE DAMPERS IN RATED PARTITIONS AS SHOWN IN ORIGINAL ROUTING ARRANGEMENTS.

24. FURNISH AND INSTALL ACCESS DOORS (AD) IN THE DUCTWORK IMMEDIATELY ADJACENT TO EACH FIRE DAMPER AND EACH FIRE/SMOKE DAMPER. PARTITIONS SHALL BE PROVIDED WITH ACCESS DOORS TO PROVIDE SERVICE AND ACCESS TO DAMPER

ACCESS DOORS.

25. PROVIDE FIRE AND COMBINATION FIRE/SMOKE DAMPERS WHERE REQUIRED BY CODE. FIRE, SMOKE, AND COMBINATION FIRE/SMOKE

DAMPERS SHALL BE UL LISTED, SHALL BEAR THE UL LABEL AND SHALL COMPLY WITH NFPA BULLETIN NO. 90A. FULLY-OPEN DAMPERS

SHALL NOT HAVE ANY PROJECTIONS INTO THE AIRSTREAM.

26. ABANDONED DUCT SHALL BE REMOVED WHERE INDICATED ON THE DRAWINGS. DUCT REMAINING IN PLACE SHALL BE CAPPED, SEALED AIR TIGHT AT POINT(S) OF DEMOLITION, AND INSULATED TO MATCH EXISTING..

27. NEW HOLES THROUGH EXISTING FLOORS SHALL BE CORE DRILLED. ALL CORES SHALL BE X-RAYED PRIOR TO CORING.

28. ALL DUCT SIZES SHOWN HEREIN REPRESENT INSIDE CLEAR DIMENSIONS. EXTERNAL SHEET METAL DIMENSIONS OF DUCTWORK THAT IS SPECIFIED TO BE INTERNALLY LINED SHALL BE ADJUSTED BY THE CONTRACTOR TO ALLOW FOR THICKNESS OF LINING.

29. THE OWNER SHALL HAVE THE OPTION TO DESIGNATE ANY MATERIALS REMOVED OR DEMOLISHED DURING THIS WORK AS "RECYCLABLE" AND SHALL HAVE FINAL DISPOSITION OVER THE DISPOSAL OF THESE MATERIALS. ALL MATERIALS

REMOVED/DEMOLISHED BY THE CONTRACTOR FOR THIS JOB AND NOT RETAINED BY THE OWNER FOR RECYCLING OR OTHER

PURPOSES SHALL BE DISPOSED OFF-SITE BY THE CONTRACTOR.

30. THE OWNER SHALL HAVE FIRST RIGHT OF REFUSAL OF ANY EQUIPMENT DESIGNATED FOR REMOVAL. THE OWNER SHALL PROVIDE A LIST OF ITEMS THEY REQUIRE TO BE SALVAGED PRIOR TO THE START OF DEMOLITION. THE CONTRACTOR SHALL REMOVE THESE

ITEMS USING REASONABLE CARE TO MINIMIZE DAMAGE.

31. ANY AND ALL WATER CONNECTIONS MADE FOR THE PURPOSE OF CLEANING TOOLS OR THE WORK AREA OR FOR ANY OTHER CONSTRUCTION-RELATED PURPOSES SHALL BE MADE ONLY TO DOMESTIC WATER HOSE BIBBS OR TO CONTRACTOR-SUPPLIED

WATER SOURCES. APPROVED BACKFLOW PREVENTION DEVICES SHALL BE USED AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. CONNECTIONS SHALL NOT BE MADE TO FIRE WATER, CHILLED WATER, CONDENSER WATER, HEATING HOT WATER, DOMESTIC HOT WATER OR ANY OTHER TREATED WATER SOURCE UNLESS REQUIRED AS PART OF WORK ON THESE SYSTEMS.

32. EXCEPT WHERE REQUIRED AT EQUIPMENT NOZZLES, FLANGES SHALL BE RAISED FACE WELD-NECK.

33. INSTALL DIELECTRIC FITTINGS AT ALL FERROUS PIPE CONNECTIONS TO NON-FERROUS METALLIC PIPE OR EQUIPMENT.

34. BULLHEAD TEES SHALL NOT BE USED TO JOIN CONVERGING (RETURN) FLOWS, REGARDLESS OF ARRANGEMENT SHOWN ON PLANS.

35. PROVIDE ESCUTCHEON PLATES WHERE PIPES EXPOSED TO VIEW PENETRATE FINISHED WALLS, FLOORS AND CEILINGS. SPLIT-RING

ESCUTCHEON PLATES SHALL NOT BE USED UON.

36. PROVIDE CAPPED DRAIN VALVES AT LOW POINTS OF PIPING SYSTEMS AND AT EQUIPMENT CONNECTIONS. PROVIDE HOSE BIBB CONNECTIONS WITH CAPS AT DRAIN VALVES WHICH DO NOT DISCHARGE DIRECTLY OVER OR ARE NOT PIPED DIRECTLY TO AN

APPROPRIATE DRAIN.

37. PIPING, DUCTWORK OR EQUIPMENT CONNECTIONS OPENED BY DEMOLITION OR RENOVATION SHALL BE TEMPORARILY SEALED TO

KEEP OUT FOREIGN MATTER UNTIL SUCH TIME AS RECONNECTIONS ARE MADE.

ABBREVIATIONS

PHASEPH

FOOT, FEET

FOOT-POUND

FT

FT LB

PREHEAT COIL

PARTS PER MILLION

PHC

PRV

PPM

PRESSURE

PRESSURE SWITCH

PRESS

PS

PSF

PLUMBINGPLBG

POUNDS PER SQUARE FOOT

PRESSURE REDUCING VALVE

PSIG

PTAC

QUART

RELIEF, THERMAL RESISTANCE

QT

R

PACKAGED TERMINAL A/C

POUNDS PER SQUARE INCH GAUGE

POUNDS PER SQUARE INCHPSI

FINS PER INCH

GALLON

GENERATOR

GAUGE, GAGE

GALVANIZEDGALV

GAL

GEN

GA

FPI

GATE VALVE

GALLONS PER HOUR

HEATING COIL

GPH

HC

GTV

GALLONS PER DAYGPD

REFRIGERATION

RAC

REFR

RETURN

REDUCER

REVOLUTIONS

RELATIVE HUMIDITY

REFERENCE

RET

REV

RED

RH

REF

ROOM AIR CONDITIONER

REHEAT COIL

REHEAT VALVE

RHC

RHG

RHV

RPM

RS

RPS

RL

ROOF TOP UNIT

RELIEF VALVE

SATURATION

SUPPLY AIR

SECOND

RTU

RV

SAT

SA

S

REFRIGERANT HOT GAS

REFRIGERANT LIQUID

REVOLUTIONS PER MINUTE

REFRIGERANT SUCTION

REVOLUTIONS PER SECOND

HEAT GAIN

HEIGHT

HEAT PUMP, HORSEPOWER

HOUR

HIGH PRESSURE STEAM (>100 PSI)

HG

HGT

HPS

HPC

HP

HR

HUMIDISTAT

HEATING WATER

HUMIDITY SENSOR

HEATING WATER RETURN

HEATING WATER PUMP

HEATING WATER CIRCULATING PUMP

HEATING WATER COIL

HEATING WATER BOILER

HSTAT

HWR

HWP

HWCP

HWC

HWB

HW

HVAC

HS

HIGH PRESSURE CONDENSATE

HEATING, VENTILATION AND A/C

SPECIFIC GRAVITY, STEAM GAUGE

SENSIBLE HEAT GAIN

SENSIBLE HEAT

SENSIBLE HEAT RATIO

SG

SHG

SH

SHR

SHUT OFF VALVE

STATIC PRESSURE, SUMP PUMP

SPECIFICATION

SUPPLY

SOV

SP

SPEC

SPLY

SQUARE

STAINLESS STEEL

SQ

SSP

SST

SPS STATIC PRESSURE SENSOR

STAINLESS STEEL PIPE

SOLV SOLENOID VALVE

INPUT/OUTPUT

HERTZ (FREQUENCY)

HEATING WATER TANK

INVERT

INSIDE DIAMETER

INCHES WATER COLUMN

ID

I/O

HZ

HWT

INV

IN WC

INFRARED

KELVIN, THERMAL CONDUCTIVITY

IRON PIPE THREADED

IRON PIPE SIZE, INCHES PER SECOND

KILOWATT

POUNDS

THOUSAND FOOT-POUNDS

LEAVING AIR TEMPERATURE

KILOWATT HOUR

THOUSAND POUNDS

IR

K

KIP

KIP FT

LB

LAT

KWh

KW

IPT

IPS

IRON PIPEIP

SF SQUARE FEET

HEATING WATER SUPPLYHWS

RETURN AIRRA

HEADHD

A (0.5)

AAV

AC

AP

AD

AFF

AHU

ACU

AMB

AMP

APD

APPROX

ASC

AHJ

AS

ALT

AVG

B/B

B&S

AWG

BAL

BFC

BFV

BBR

BLDG

BFW

BFBP

BLR

BLW

BHP

BO

BOD

BOS

BOP

BTU

BV

BTUH

°C

C/C

BYP

CAP

CD

CF

CFS

CH

CHW

CHWP

CHWPP

CFM

CELSIUS [DEGREES]

COMPRESSED AIR (WORKING PRESS.)

AUTOMATIC AIR VENT

ACCESS PANEL

ACCESS DOOR, AREA DRAIN

ABOVE FINISHED FLOOR

AIR HANDLING UNIT

AMBIENT

AIR PRESSURE DROP

AIR SEPARATOR

ABOVE SUSPENDED CEILING

AUTHORITY HAVING JURISDICTION

AVERAGE

BELL & SPIGOT

BACK TO BACK

BALANCE

AIR CONDITIONING UNIT

ALTERNATING CURRENT

ALTITUDE

AMERICAN WIRE GAUGE

AMPERE

APPROXIMATE

BELOW FINISHED CEILING

BLOWOFF

CAPACITY

COOLING COIL

BYPASS

BALL VALVE

BRITISH THERMAL UNIT PER HOUR

BRITISH THERMAL UNIT

BOTTOM OF STEEL

BOTTOM OF PIPE

BOTTOM OF DUCT

BELOW

BOILER

BUILDING

BRAKE HORSEPOWER

BOILER FEED WATER

BOILER FEED BOOSTER PUMP

BUTTERFLY VALVE

CONDENSATE DRAIN

CHEMICAL FEED

CUBIC FEET PER MINUTE

CUBIC FEET PER SECOND

CHILLER

CHILLED WATER

CHILLED WATER PUMP

CHILLED WATER PRIMARY PUMP

BASE BOARD RADIATOR

STANDARD

STRAINER

STEAM

STD

STR

STWP

STM

SUCTION

SUPPLY

SAFETY VALVE

SUCT

SUP

SV

T

T&P

STEAM WORKING PRESSURE

TEMPERATURE SENSOR

TEMPERATURE AND PRESSURE

TEMPERATURE

TCV

TEMP

TD

TEMPERATURE CONTROL VALVE

TEMPERATURE DIFFERENCE

LINEAR FEET

LENGTH

LATENT HEAT GAIN

LATENT HEAT

LEAVING DRY BULB TEMPERATURE

LOW PRESSURE

LF

LG

LPC

LP

LHG

LH

LDBT

LOW TEMPERATURE HOT…