ATTACHMENT 6 - 12-21-2022 Final Contract Documents Full Set_01.pdf

Project

Building

Drawing

Project Title

Location

Issue Date Checked Drawn

Drawing

Approve

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 1

PhasARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 1

FULLY SPRINKLERED

---INTERIORSARCHITECTURE

COX DESIGN ASSOCIATES

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 www.coxdesignassociates.com T: 512-327-4149

APPROVED: HRC DIRECTOR

APPROVED: VA PROJECT MANAGER

CONSULTANT

5350 W. 94TH TERRACE #102

PRAIRIE VILLAGE, KS 66207

T 913.258.5026 www.rossbar.com

12/05/2022

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GI-001

FINAL CONTRACT

DOCUMENTS

COVER SHEET REPLACE BOILERS AND

BOILER PLANT

1901 VETERANS MEMORIAL DRIVE TEMPLE,

TEXAS 76504

RHC

674-19-101

CAKP

TEMPLE VA MEDICAL CENTER

1901 VETERANS MEMORIAL DRIVE TEMPLE, TX 76504

REPLACE BOILERS AND BOILER PLANT

PROJECT # 674-19-101

FINAL 100% CONSTRUCTION DOCUMENTS

Revisions: Date:

Project

Building

Drawing

Project Title

Location

Issue Date Checked Drawn

Drawing

Approve

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 1

PhasARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 1

FULLY SPRINKLERED

---INTERIORSARCHITECTURE

COX DESIGN ASSOCIATES

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 www.coxdesignassociates.com T: 512-327-4149

APPROVED: HRC DIRECTOR

APPROVED: VA PROJECT MANAGER

CONSULTANT

5350 W. 94TH TERRACE #102

PRAIRIE VILLAGE, KS 66207

T 913.258.5026 www.rossbar.com

12/05/2022

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GI-002

FINAL CONTRACT

DOCUMENTS

INDEX OF DRAWINGS REPLACE BOILERS AND

BOILER PLANT

1901 VETERANS MEMORIAL DRIVE TEMPLE,

TEXAS 76504

RHC

674-19-101

CAKP

E-601 ELECTRICAL ONE-LINE DIAGRAMS

E-602 ELECTRICAL ONE-LINE DIAGRAMS

E-603 ELECTRICAL SCHEDULES

E-604 ELECTRICAL SCHEDULES

E-605 ELECTRICAL PANEL SCHEDULES

EL-101 ELECTRICAL 1ST FLOOR NEW WORK PLAN - LIGHTING

EL-102 ELECTRICAL MEZZANINE NEW WORK PLAN - LIGHTING

EP-101 ELECTRICAL 1ST FLOOR NEW WORK PLAN - POWER

EP-102 ELECTRICAL MEZZANINE NEW WORK PLAN - POWER

EP-103 ELECTRICAL ROOF NEW WORK PLAN

FIRE ALARM

FA-000 FIRE ALARM LEGEND

FA-101 1ST FLOOR FIRE ALARM PLAN

FA-102 MEZZANINE FIRE ALARM PLAN

FA-601 FIRE ALARM RISER DIAGRAM

TELECOMMUNICATIONS

T-000 TECHNOLOGY LEGEND

T-101 1ST FLOOR COMMUNICATIONS PLAN

T-102 MEZZANINE COMMUNICATIONS PLAN

T-103 1ST FLOOR SECURITY PLAN

T-104 MEZZANINE SECURITY PLAN

T-501 TECHNOLOGY DETAILS

T-601 TECHNOLOGY RISER DIAGRAMS

AS-510 PARTITION TYPES

AS-511 ROOF DETAILS

AS-512 CASEWORK DETAILS

AS-610 DOOR & WINDOW SCHEDULES, DETAILS, AND FINISHES

AS-611 WINDOW DETAILS

AS-620 SIGNAGE INTERIOR / EXTERIOR

FIRE PROTECTION

FP-000 FIRE PROTECTION SYMBOLS AND ABBREVIATIONS

FP-001 FIRE PROTECTION SITE PLAN

FP-101 FIRE PROTECTION 1ST FLOOR NEW WORK PLAN

FP-102 FIRE PROTECTION MEZZANINE FLOOR PLAN

FP-501 FIRE PROTECTION DETAILS

PLUMBING

P-000 PLUMBING SYMBOLS AND ABBREVIATIONS

P-100 PLUMBING UNDERFLOOR NEW WORK PLAN

PL-101 PLUMBING 1ST FLOOR NEW WORK PLAN - WASTE

PL-102 PLUMBING MEZZANINE NEW WORK PLAN - WASTE

PP-101 PLUMBING 1ST FLOOR NEW WORK PLAN - SUPPLY

PP-102 PLUMBING MEZZANINE NEW WORK PLAN - SUPPLY

P-104 PLUMBING ROOF NEW WORK PLAN

P-301 PLUMBING RISER DIAGRAMS

P-302 PLUMBING RISER DIAGRAMS

P-303 PLUMBING RISER DIAGRAMS

P-401 PLUMBING ENLARGED PLANS

P-402 PLUMBING ENLARGED PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

MECHANICAL

M-000 MECHANICAL SYMBOLS AND ABBREVIATIONS

MD001 ENLARGED MECHANICAL SITE DEMOLITION PLAN

MH101 MECHANICAL 1ST FLOOR NEW WORK PLAN - DUCTWORK

MP101 MECHANICAL 1ST FLOOR NEW WORK PLAN - PIPING

M-111 CATWALK PLAN

MH102 MECHANICAL MEZZANINE NEW WORK PLAN - DUCTWORK

MP102 MECHANICAL MEZZANINE NEW WORK PLAN - PIPING

M-104 MECHANICAL ROOF NEW WORK PLAN - DUCTWORK

M-201 MECHANICAL FLOW DIAGRAMS

M-202 MECHANICAL FLOW DIAGRAMS

M-203 MECHANICAL FLOW DIAGRAMS

M-301 MECHANICAL SECTIONS

M-302 MECHANICAL SECTIONS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-603 MECHANICAL SCHEDULES

M-701 CONTROLS SYMBOLS & ABBREVIATIONS

M-702 MECHANICAL CONTROLS

M-703 MECHANICAL CONTROLS

M-704 MECHANICAL CONTROLS

M-705 MECHANICAL CONTROLS

M-706 MECHANICAL CONTROLS

M-707 MECHANICAL CONTROLS

M-708 MECHANICAL CONTROLS

ELECTRICAL

E-000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E-001 ELECTRICAL SITE PLAN

E-002 ELECTRICAL PHASING PLAN

E-401 ELECTRICAL ENLARGED PLANS

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

GENERAL

GI-001 COVER SHEET

GI-002 INDEX OF DRAWINGS

GI-003 GENERAL NOTES

GI-004 PROJECT LOCATION

SURVEY

VF-101 FIELD SURVEY EXISTING CONDITIONS

PHYSICAL SECURITY

PS-100 PHYSICAL SECURITY

CIVIL

C-001 GENERAL INFORMATION

C-100 CIVIL SITE PLAN

C-101 CIVIL UTILITY PLAN

C-102 NEW GAS FEED LINE

C-103 GRADING PLAN

C-104 CIVIL SITE PLAN

C-500 CIVIL SITE DETAILS

C-501 CIVIL DETAILS PLAN THRUST BLOCKS

C-502 CIVIL DETAILS PLAN FENCE & GATES

C-503 CIVIL DETAILS SILT FENCE

C-504 CIVIL DETAILS PLAN INLETS AND MANHOLES

CD-100 CIVIL SITE DEMO PLAN

CD-101 CIVIL UTILITY DEMO PLAN

STRUCTURAL

S-100 GENERAL STRUCTURAL NOTES

S-101 TYPICAL DETAILS

S-200 FOUNDATION PLAN

S-201 MEZZANINE PLAN

S-202 ROOF FRAMING PLAN

S-203 WIND UPLIFT PLAN

S-300 TILT-UP PANEL ELEVATION PLAN

S-301 TILT-UP PANEL ELEVATION PLAN

S-302 TILT-UP PANEL ELEVATIONS

S-400 FOUNDATION DETAILS

S-401 FOUNDATION DETAILS

S-500 FRAMING DETAILS

S-501 FRAMING DETAILS

S-502 FRAMING DETAILS

ARCHITECTURAL

AD-101 SITE DEMO PLAN

AI-100 FIRST FLOOR PLAN LIFE SAFETY PLAN

AI-101 MEZZANINE LIFE SAFETY PLAN

AS-102 SITE PLAN

AS-103 FIRST FLOOR PLAN

AS-104 MEZZANINE FLOOR PLAN

AS-105 CLEARSTORY WINDOW PLAN

AS-106 ROOF PLAN

AS-110 FIRST FLOOR DIMENSION PLAN

AS-111 MEZZANINE DIMENSION PLAN

AS-112 FIRST FLOOR FINISH PLAN

AS-113 MEZZANINE FLOOR FINISH PLAN

AS-130 REFLECTED CEILING PLAN

AS-131 MEZZANINE REFLECTED CEILING PLAN

AS-300 BUILDING SECTIONS

AS-301 BUILDING SECTIONS

AS-302 WALL SECTIONS

AS-303 EXTERIOR ELEVATIONS

AS-304 EXTERIOR ELEVATIONS

AS-305 ENLARGED SECTIONS

AS-400 ENLARGED FLOOR PLANS

AS-401 ENLARGED FLOOR PLANS

AS-402 INTERIOR ELEVATIONS

AS-403 INTERIOR ELEVATIONS

AS-404 INTERIOR ELEVATIONS

UNLESS NOTED AS EXISTING, ALL MATERIALS, EQUIPMENT, MANUFACTURED

ITEMS AND ASSEMBLIES INCORPORATED INTO THE WORK SHALL BE NEW.

1.

UNLESS NOTED TO BE REMOVED AND DISPOSED, ALL EXISTING ITEMS ARE TO

REMAIN. THEY SHALL BE PROTECTED FROM DAMAGE DUE TO CONSTRUCTION

ACTIVITIES. ANY EXISTING ITEMS TO REMAIN THAT BECOME DAMAGED DUE TO

CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED TO MATCH

EXISTING AT NO ADDITIONAL COST TO THE OWNER..

NOTATIONS FOR ITEMS OF WORK APPLY TO EACH AND EVERY GRAPHICAL

INDICATION SHOWN ON THE DRAWINGS, WHETHER OR NOT NOTED.

ALL ITEMS NOTED TO HAVE PAINT FINISH SHALL BE THOROUGHLY CLEANED AND

PROPERLY PREPARED IN ACCORDANCE WITH THE SPECIFICATIONS PRIOR TO

THE APPLICATION OF PRIMER AND PAINT.

THE CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE

MECHANICAL, ELECTRICAL, AND PLUMBING WORK AND SATISFY THE

REQUIREMENTS FOR SUPPORT, FLOOR, WALL AND ROOF OPENINGS, FLASHINGS

AND CURBS ETC. THE ARCHITECT SHALL BE NOTIFIED OF CONFLICTS OR

DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION.

2.

3.

4.

5.

CONTRACTOR TO ACCURATELY LOCATE ALL SIGNAGE AND LABELS NOTING

RATED WALL ASSEMBLIES AND SMOKE PARTITIONS

THE GENERAL CONTRACTOR SHALL VISIT THE SITE, VERIFY FIELD CONDITIONS

AND CAREFULLY COMPARE SUCH FIELD CONDITIONS AND OTHER INFORMATION

KNOWN TO THE CONTRACTOR WITH CONTRACT DOCUMENTS.

THE GENERAL CONTRACTOR SHALL REPORT ANY UNFORESEEN FIELD

CONDITIONS, ERRORS, INCONSISTENCIES, OR OMISSIONS DISCOVERED AT ANY

TIME DURING THE WORK, UPON SUCH DISCOVERY, THE CONTRACTOR SHALL

IMMEDIATELY CONTACT THE CONTRACT OFFICER FOR CLARIFICATION BEFORE

PROCEEDING OR CONTINUING WITH THAT PORTION OF THE WORK OR ANY

PORTION RELATED THERE TO.

ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND STANDARDS

INCLUDING THE INTERNATIONAL BUILDING CODE 2015 EDITION, VA MASTER

SPECIFICATIONS, AND NFPA 101 2015 EDITION.

THE GENERAL CONTRACTOR SHALL NOTIFY THE CONTRACT OFFICER,

CONTRACTING OFFICER'S REPRESENTATIVE, AND ARCHITECT OF ANY

DISCREPANCIES BETWEEN THE DRAWINGS, NOTES AND ACTUAL FIELD

CONDITIONS BEFORE BIDDING AND COMMENCING ANY WORK, AND REQUEST

CLARIFICATION IN WRITING.

WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS

THAT CONFLICT WITH THE INTENDED FUNCTION OR DESIGN ARE

ENCOUNTERED, INVESTIGATE AND MEASURE THE NATURE AND EXTENT OF THE

CONFLICT. PROMPTLY SUBMIT A WRITTEN REPORT TO THE CONTRACT

OFFICER.

WHERE MOUNTING HEIGHTS ARE NOT INDICATED, INSTALL COMPONENTS USING

MANUFACTURER'S OR INDUSTRY STANDARDS. WHERE STANDARDS DO NOT

EXIST, NOTIFY THE COR FOR CLARIFICATION.

CONTRACTOR SHALL NOT BARRICADE / BARRIER EMERGENCY EGRESS TO OR

FROM THIS AREA. CONTRACTOR SHALL MAINTAIN EXIT TO EXTERIOR DURING

THE WORK PROCESS

PROVIDE ACCESS TO THE WORK AS DIRECTED BY THE C.O.R. SECURE ACCESS

POINT AS SPECIFIED AND DIRECTED BY THE COR PROJECT ENGINEER. PROVIDE

WALK-OFF MATS TO MEET FACILITY INFECTION CONTROL GUIDELINES AT EACH

ACCESS POINT.

CONTRACTOR TO NOTIFY VA 2 WEEKS IN ADVANCE PRIOR TO ANY

MAJOR UTILITY DISRUPTIONS OR OUTAGES. MAJOR OUTAGES

INVOLVING EMERGENCY AND CRITICAL BRANCH, SHALL BE

COORDINATED NOT LESS THAN 21 CALENDAR DAYS.

IN THE CASE OF CONFLICTS OR DISCREPANCIES WITHIN OR AMONG

THE CONTRACT DOCUMENTS, THE BETTER QUALITY, MORE STRINGENT

REQUIREMENTS OR GREATER QUANTITY OF WORK, AS DETERMINED BY

THE GOVERNMENT, SHALL BE PROVIDED.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

FUEL STORAGE CONTAINMENT

BUILDING AREA 13,700 SF

TEAGUE PLACE

R O

AD

R O

AD

ROAD 9

SPILL CONTAINMENT AREASPILL CONTAINMENT AREA

FUEL STORAGE CONTAINMENT

Project

Building

Drawing

Project Title

Location

Issue Date Checked Drawn

Drawing

Approve

VA FORM 08 -

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 1

PhasARCHITECT/ENGINEER OF RECORD STAMP

321 4 5 6 7 8 9 1

FULLY SPRINKLERED

---INTERIORSARCHITECTURE

COX DESIGN ASSOCIATES

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 www.coxdesignassociates.com T: 512-327-4149

APPROVED: HRC DIRECTOR

APPROVED: VA PROJECT MANAGER

CONSULTANT

5350 W. 94TH TERRACE #102

PRAIRIE VILLAGE, KS 66207

T 913.258.5026 www.rossbar.com

12/05/2022

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GI-003

FINAL CONTRACT

DOCUMENTS

GENERAL NOTES REPLACE BOILERS AND

BOILER PLANT

1901 VETERANS MEMORIAL DRIVE TEMPLE,

TEXAS 76504

RHC

674-19-101

RJP

DRAWINGS FOR THE FOLLOWING DISCIPLINES ARE

CONTAINED IN THE DOCUMENT. THE DISCIPLINES ARE

IDENTIFIED BY THE REFERENCE WHICH IS

INCORPORATED INTO THE SHEET TITLE.

EACH DRAWING IS NUMBERED ACCORDING TO ITS

LOCATION ON THE SHEET. THE DRAWING TITLE

APPEARS ABOVE THE DEMARCATION LINE AND, APPROPRIATE THE

SCALE IS LOCATED BELOW THE DEMARCATION LINE IN THE LOWER

LEFT-HAND QUADRANT OF THE KEY. THE DRAWING CAN BE

REFERENCED BACK TO IT'S ORIGINAL SHEET AND

DRAWING BY THE DRAWING REFERENCE LOCATION IN

THE LOWER RIGHT-HAND QUADRANT.

SHEET NUMBER

DRAWING NUMBER ON SHEET BY LOCATION

REFERENCE

EXCEPT WHERE DIRECTED TO PLACE ITEMS OF THE WORK AT THE

"APPROXIMATE LOCATION SHOWN." DO NOT SCALE DRAWINGS FOR

DIMENSIONAL INFORMATION

1.

ALL ELEMENTS OF THE DOCUMENTS MAY NOT BE DRAWN TO EXACT SCALE.

ALL DIMENSIONS REQUESTED ARE SHOWN (OR MAY BE DERIVED FROM THOSE

SHOWN OR NOTED) ON THE FLOOR PLANS. DETAIL PLANS, ELEVATIONS,

SECTIONS, SCHEDULES, CONFIGURATION DETAILS, AND SPECIFICATIONS. SEE

THE NOTES BELOW AND SYMBOLS FOR DIMENSIONING CONVENTIONS USED

ON THIS PROJECT.

2.

EXCEPT WHERE SPECIFICALLY NOTED TO THE CONTRARY, ALL DIMENSIONS

SHOWN ON THE ARCHITECTURAL DRAWINGS CONFORM TO THE FOLLOWING

CONVENTIONS.

3.

DIMENSIONS UTILIZING THE "CENTERLINE" SYMBOL ARE MEASURED TO:

ꞏ CENTERLINE OF PARTITION ASSEMBLY (EXCLUSIVE OF ANY APPLIED

FINISHES HAVING THICKNESS WHICH MAY BE ADDED TO SUCH

WALLS) AT PARTITIONS FRAMED WITH METAL STUDS. REFER TO

"PARTITION SCHEDULE" TO DETERMINE THICKNESS OF EACH

PARTITION TYPE.

ꞏ CENTERLINE OF DOOR, WINDOW, OR LOUVER OPENING.

ꞏ CENTERLINE OF OTHER FEATURES AS INDICATED.

A.

DIMENSIONS UTILIZING THE "FACE OF" SYMBOL ARE MEASURED TO:

ꞏ FACE OF PARTITION ASSEMBLY (EXCLUSIVE OF ANY APPLIED

FINISHES HAVING THICKNESS WHICH MAY BE ADDED TO SUCH WALL)

AS DEFINED BY THE PARTITION SCHEDULE. UNLESS NOTED AS A

"FACE OF FINISH" OR "CLEAR" DIMENSION (SEE NOTE "E" BELOW),

DIMENSIONS ARE NOT MEASURED TO THE FACE OF APPLIED FINISH.

REFER TO THE "PARTITION SCHEDULE" TO DETERMINE THE

THICKNESS OF EACH PARTITION TYPE.

B.

WHERE "EQUAL" DIMENSIONS ARE USED ON REFLECTED CEILING PLANS TO

LOCATE CEILING GRID WORK POINTS, MEASURE DIMENSIONS TO:

ꞏ EDGE OF THE INDICATED CEILING AT THE FACE OF THE ADJACENT

APPLIED FINISH MEASURED AT THE PLANE OF THE CEILING.

ꞏ CAUTION: DUE TO THE POSSIBLE APPLICATION OF APPLIED FINISHES -

THICKNESS OF WHICH MAY VARY BETWEEN FLOOR AND CEILING AND

IS NOT ACCOUNTED FOR (EXCEPT AS INDICATED BY "FOF" OR

"CLEAR") BY THE DIMENSION SHOWN ON THE FLOOR PLANS - THE

CONTRACTOR MUST ADJUST AS NECESSARY, THE FLOOR PLAN

DIMENSIONS TO REFLECT THE ACTUAL DIMENSIONS FOUND AT PLANE

OF THE CEILING.

C.

WHERE WALLS AND/OR PARTITIONS OF UNEQUAL THICKNESS ABUT,

ALIGN EXPOSED FACES, UNLESS OTHERWISE NOTED.

4.

ALIGN

DIMENSION, WHEN OCCURS

WHERE OPENINGS IN WALLS (SUCH AS INTERIOR WINDOWS OR DOORS) ARE

NOT DIMENSIONED BUT SHOWN AS BEING IN THE CENTER OF A GIVEN WALL

SURFACE, LOCATE OPENINGS AS GRAPHICALLY REPRESENTED.

5.

DISCIPLINE REFERENCES

DRAWING NUMBERING

DRAWING REFERENCE

GENERAL NOTES

REF. 1/1-A1

BUILDING SECTION

RE: 1/AS-126

SHEET NUMBER

DIMENSIONING CONVENTIONSARCHITECTURAL FLOOR PLAN SYMBOLS

A

COLUMN GRID

NORTH ARROW

REVISION NUMBER AND EXTENT

KEYED NOTE MARK

-SEE CORRESPONDING

NUMBERED KEY NOTE ON SHEET WHERE

REFERENCE OCCURS

REVISION NUMBER - SEE

REVISION HISTORY ON THE

TITLE BLOCK OF EACH SHEET

EXTENT OF CURRENT REVISION

1-A26

1-A26

CL

DEMOLITION LINE

ELEVATION INDICATOR

CENTER LINE INDICATOR

EXISTING TO REMAIN LINE

FEATURES ABOVE LINE INDICATOR

BREAK, ROUND (USER DEFINES SIZE)

BREAK, STRAIGHT (SEE SECTION INDICATORS,

BUILDING, WITH BREAK STANDARDS)

DETAIL INDICATOR

DETAIL INDICATOR

DIMENSION LINE

CENTER LINE

GI GENERAL INFORMATION

AS ARCHITECTURAL

FP FIRE PROTECTION

P PLUMBING

M MECHANICAL

E ELECTRICAL

T TECHNOLOGY

AS-100

DISCIPLINE SHEET NUMBER

LOCATION MAP - NTS

CONSTRUCTION LIMITS

N

EXISTING TO REMAIN

CONCRETE

MASONRY

BUILDING INTERIOR

MATERIAL GRAPHICS

GYP BD RIGID INSULATION

WOOD EARTH

DESIGN MANUALS:

- PG-18-1 MASTER CONSTRUCTION SPECIFICATIONS

- PG-18-3 DESIGN AND CONSTRUCTION PROCEDURES

- PG-18-5 EQUIPMENT LIST GUIDES

- PG-18-8 SEISMIC DESIGN HANDBOOK

- PG-18-10 DESIGN MANUALS

- VA PHYSICAL SECURITY DESIGN MANUAL FOR MISSION CRITICAL FACILITIES

- VA ARCHITECTURAL DESIGN MANUAL

- VA MECHANICAL DESIGN MANUAL

- VA ELECTRICAL DESIGN MANUAL

- VA PLUMBING DESIGN MANUAL

- VA FIRE PROTECTION DESIGN MANUAL

APPLICABLE CODES AND REGULATIONS:

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL CURRENT APPLICABLE CODES AND STANDARDS.

IN ADDITION TO ALL DEPARTMENT OF VETERANS AFFAIRS, LOCAL, AND STATE CODES, ALL WORK SHALL COMPLY WITH THE ACCESSIBILITY REQUIREMENTS OF THE STATE OF TEXAS AND THE DEPARTMENT OF VETERANS AFFAIRS GUIDELINES, ABA

(ARCHITECTURAL BARRIERS ACT) ACCESSIBILITY STANDARD FOR FEDERAL FACILITIES.

APPLICABLE CODES AND STANDARDS (LATEST EDITIONS) INCLUDE:

- ABA ACCESSIBILITY STANDARDS (LATEST EDITION)

- NFPA 101, "LIFE SAFETY CODE" (LATEST EDITION)

- NFPA 10, "PORTABLE FIRE EXTINGUISHERS" (LATEST EDITION)

- NFPA 13, "INSTALLATION OF SPRINKLER SYSTEMS" (LATEST EDITION)

- NFPA 70, "NATIONAL ELECTRICAL CODE (NEC)" (LATEST EDITION)

- NFPA 72, "NATIONAL FIRE ALARM CODE" (LATEST EDITION)

- NFPA 90A, "INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS" (LATEST EDITION)

- NFPA 220, "TYPES OF BUILDING CONSTRUCTION" (LATEST EDITION)

- NFPA 241, "STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS" (LATEST EDITION)

- INTERNATIONAL BUILDING CODE (IBC) (LATEST EDITION)

- INTERNATIONAL MECHANICAL CODE (IMC) (LATEST EDITION)

- INTERNATIONAL PLUMBING CODE (IPC) (LATEST EDITION)

- INTERNATIONAL ENERGY CONSERVATION CODE (LATEST EDITION)

CLOSED CELL SPRAY

FOAM INSULATION

KEY PLAN - NTS

PROJECT SUMMARY

S STRUCTURAL

PROJECT

LOCATION

N

N

NEW BOILER PLANT SITE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approve

VA FORM 08 -

A

Office of Construction &

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 1

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 1

FULLY SPRINKLERED

ARCHITECT/ENGINEER OF RECORD

INTERIORSARCHITECTURE

COX DESIGN ASSOCIATES

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e www.coxdesignassociates.com

APPROVED: HRC DIRECTOR

APPROVED: VA PROJECT MANAGER

5350 W. 94TH TERRACE #102

PRAIRIE VILLAGE, KS 66207

T 913.258.5026 www.rossbar.com

12/05/2022

BI

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GI-004

FINAL CONTRACT

DOCUMENTS

PROJECT LOCATION REPLACE BOILERS AND

BOILER PLANT

1901 VETERANS MEMORIAL DRIVE TEMPLE,

TEXAS 76504

RHC

674-19-101

RJP

SCALE: NTS1 CAMPUS SITE PLAN

LEGEND

GENERAL NOTES

222 154

T-164

E

W

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approve

VA FORM 08 -

A

Office of Construction &

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 1

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 1

FULLY SPRINKLERED

ARCHITECT/ENGINEER OF RECORD

INTERIORSARCHITECTURE

COX DESIGN ASSOCIATES

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e www.coxdesignassociates.com

APPROVED: HRC DIRECTOR

APPROVED: VA PROJECT MANAGER

5350 W. 94TH TERRACE #102

PRAIRIE VILLAGE, KS 66207

T 913.258.5026 www.rossbar.com

12/05/2022

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VF-101

PHASE IV PROGRESS SET

(PRE-FINAL)

CONSTRUCTION

DOCUMENTS

FIELD SURVEY EXISTING

CONDITIONS

REPLACE BOILERS AND

BOILER PLANT

1901 VETERANS MEMORIAL DRIVE TEMPLE,

TEXAS 76504

RHC

674-19-101

MAG

SCALE: 1" = 20'-0"1 EXISTING SITE SURVEY

TEAGUE PLACE

R O

AD

R O

AD

ROAD 9

BUILDING AREA 13,700 SF

FUEL STORAGE

CONTAINMENT

STANDOFF DISTANCE

SPILL CONTAINMENT AREASPILL CONTAINMENT AREA

R 8'

- 3

R 14' - 3 5/8"

50'50'

132' - 0"

FUEL STORAGE

CONTAINMENT

LEGEND

PROJECT LIMITS

EXISTING BUILDING

STANDOFF DISTANCE

NEW BUILDING

BOLLARD

SECURITY FENCE

TREES

A. SEE SHEET "AS" SERIES FOR ARCHITECTURAL PLANS.

B REFER TO "AS" SERIES EXTERIOR ELEVATIONS AND WINDOW SCHEDULE FOR

EXTENT OF EXTERIOR GLAZING AND LOUVERS.

C. EXTEND HARDENED FACADE CONSTRUCTION FULL HEIGHT OF EXTERIOR CLOSURE

TO TOP OF PARAPET, TYP. U.O.N.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approve

VA FORM 08 -

A

Office of Construction &

Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 1

Phase

STAMPCONSULTANT

321 4 5 6 7 8 9 1

FULLY SPRINKLERED

ARCHITECT/ENGINEER OF RECORD

INTERIORSARCHITECTURE

COX DESIGN ASSOCIATES

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e www.coxdesignassociates.com

APPROVED: HRC DIRECTOR

APPROVED: VA PROJECT MANAGER

5350 W. 94TH TERRACE #102

PRAIRIE VILLAGE, KS 66207

T 913.258.5026 www.rossbar.com

12/05/2022

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PS-100

PHASE IV PROGRESS SET

(PRE-FINAL)

CONSTRUCTION

DOCUMENTS

PHYSICAL SECURITY REPLACE BOILERS AND

BOILER PLANT

1901 VETERANS MEMORIAL DRIVE TEMPLE,

TEXAS 76504

MAA

674-19-101

MAA

SCALE: 1/16" = 1'-0"1 SITE PLAN N0 32 48 6416

GRAPHIC SCALE

GENERAL NOTES

GENERAL PROJECT NOTES

1. CONTRACTOR TO MAINTAIN ALL EXISTING UTILITIES TO STAY IN SERVICE DURING CONSTRUCTION.

2. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PER VA REQUIREMENTS PRIOR TO COMMENCING DEMOLITION.

3. ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED.

4. CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THE REMOVAL, RELOCATION, AND DEMOLITION OF EXISTING UTILITIES

WITH THE RESPECTIVE UTILITY COMPANY/VA ENGINEERING/COR. A MINIMUM OF 72 HOURS NOTICE SHALL BE GIVEN TO ALL UTILITY

COMPANIES PRIOR TO CONSTRUCTION.

5. CONTRACTOR TO MAINTAIN PROPOER DRAINAGE IN DEMOLITION AREAS.

6. FOR VIEWING CLARITY OF THESE PLANS, THE PIPES OR STRUCTURES MAY NOT BE DRAWN TO SCALE.

7. THE SIZE AND LOCATION OF THE UTILITIES INDICATED ON THESE PLANS ARE APPROXIMATE. UTILITIES INDICATED ON THESE PLANS

MAY NOT BE A COMPLETE INVENTORY OF ALL UTILITIES CURRENTLY ON OR NEAR THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE

FOR OBTAINING PUBLIC AND/OR PRIVATE UTILITY LOCATING SERVICES PRIOR TO STARTING ANY CONSTRUCTION TO FIELD VERIFY ALL

HORIZONTAL AND VERTICAL LOCATIONS.

8. PROVIDE A MINIMUM OF 72 HOURS NOTICE TO ALL UTILITY COMPANIES PRIOR TO CONSTRUCTION.

9. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING AND STRUCTURES OR WHERE CONSTRUCTION IS IN THE VICINITY OF

EXISTING PIPING, THE LOCATION AND ELEVATION OF THE EXISTING PIPING AND STRUCTURES SHALL BE FIELD VERIFIED BY THE

CONTRACTOR. IF ANY DISCREPANCIES ARE FOUND, THEN THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY.

10. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND GUIDELINES OF O.S.H.A. SHALL BE FOLLOWED. THE

CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ANY INJURIES TO EMPLOYEES AND ANY DAMAGE TO PRIVATE PROPERTY OR

PERSONS DURING THE COURSE OF THIS PROJECT.

11. WATER MAINS THROUGHOUT THE PROJECT SHALL BE INSTALLED WITH AT LEAST 24 INCHES OF COVER TO PROVIDE PROTECTION FROM

FREEZING.

12. HORIZONTAL SEPARATION BETWEEN WATER AND SEWER SHALL BE 10 FEET.

13. VERTICAL SEPARATION BETWEEN WATER AND SEWER SHALL BE 18 INCHES.

14. WATER MAIN ALIGNMENT SHOWN IS BASED ON STANDARD FITTINGS AVAILABLE. JOINT DEFLECTIONS SHALL NOT EXCEED 75 PERCENT

OF MANUFACTURERS RECOMMENDED DEFLECTION.

15. CONTRACTOR SHALL ADJUST WATER MAIN ALIGNMENT AND DEFLECT JOINTS AS NECESSARY TO ACCOMMODATE THE STANDARD

BENDS SHOWN.

16. CONTRACTOR SHALL ENSURE THAT POSITIVE DRAINAGE IN IMPROVED AREAS IS ACHIEVED. CONTRACTOR TO TEST AND CORRECT ANY

"BIRD BATH" CONDITIONS.

17. ALL SLOPES SHALL BE 4:1 OR FLATTER, UNLESS OTHERWISE SHOWN.

18. ALL GRADES AT THE PROJECT BOUNDARY OR PROPERTY LINE SHALL MATCH EXISTING GRADES.

19. BUILDING PAD AREAS AND PAVED AREAS DESIGNATED FOR FILL SHALL BE CONSTRUCTED OF SUITABLE FILL MATERIAL AND

COMPACTED PER SPECIFICATIONS. ALL FILL AREAS ARE TO BE STRIPPED OF TOPSOIL PRIOR TO PLACEMENT OF FILL.

20. ANY EXCESS SOIL MATERIALS SHALL BE EXPORTED FROM THE SITE AFTER CONSTRUCTION IS COMPLETE.

21. CONTOURS ARE SHOWN AS A REFERENCE TO MEET JURISDICTIONAL REQUIREMENTS. CONTRACTOR SHOULD GRADE SITE PER THE

PROPOSED SPOT GRADE ELEVATIONS.

22. EROSION AND SEDIMENTATION CONTROL DEVICES TO BE INSTALLED PRIOR TO BEGINNING CONSTRUCTION.

23. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION

ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS

CEASED, UNLESS ACTIVITY IN THAT PART OF THE SITE WILL RESUME WITHIN TWENTY-ONE (21) DAYS.

24. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING UTILITY

CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED IMMEDIATELY AFTER THE UTILITY

INSTALLATION.

25. EROSION CONTROL AND SEDIMENTATION CONTROL DEVICES TO BE MAINTAINED SUCH THAT THEN FUNCTION AS INTENDED. AFTER

COMPLETION OF OF THE PROJECT THE CONTRACTOR SHALL REMOVE ALL DEVICES WHERE A GOOD STAND OF GRASS HAS BEEN

ESTABLISHED AND EROSION IS NO LONGER EVIDENT. REMOVAL OF THE REMAINING DEVICES SHALL OCCUR AS OTHER AREAS ARE

ESTABLISHED.

26. EROSION CONTROL MEASURES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE THAT EXCEEDS

ONE-HALF (1/2) INCH. DAMAGED OR INEFFECTIVE DEVICES SHALL BE REPAIRED OR REPLACED IMMEDIATELY. MAINTAIN RECORDS ON

SITE FOR INSPECTION.

27. ALL AREAS DISTURBED BY GRADING, EXCAVATION, AND GENERAL CONSTRUCTION SHALL BE SEEDED, MULCHED, AND RESTORED IN

ACCORDANCE WITH THE SPECIFICATIONS OR AT VA DIRECTION.

28. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO PAVED ROADWAYS. THE CONTRACTOR

SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.

29. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO CONSTRUCTION, ANY DISCREPANCIES OR CONFLICTS

WHICH BECOME APPARENT BEFORE OR DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF

RECORD SO THAT REDESIGN OR CLARIFICATION MAY OCCUR.

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved:

APPROVED: HRC DIRECTOR X__________________________

APPROVED: VA PROJECT MANAGER X__________________________

APPROVED: VA CHIEF ENGINEER X__________________________

APPROVED: CTVHCS DIRECTOR X__________________________

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

FULLY SPRINKLERED

674-19-10

NOT FOR

CONSTRUCTION

REPLACE BOILERS AND

BOILER PLANT

1901 VETERANS MEMORIAL DRIVE

TEMPLE, TEXAS 76504

INTERIORSARCHITECTURE

COX DESIGN ASSOCIATES

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e info@coxdesignassociates.com

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VA FORM 08 - 6231

5350 W. 94TH TERRACE #102

PRAIRIE VILLAGE, KS 66207

T 913.258.5026 www.rossbar.com C-001

GENERAL INFORMATION

RMJr

NJA

nandrews Text Box

FINAL CONTRACT DOCUMENTS

nandrews Text Box 12-05-2022 nandrews Image

NEW BOILER PLANT

R O

A D

R O

A D

ROAD 9

MOBILE

BOILER PAD

6' -0

CONTAINMENT AREA

FUEL STORAGE

CONTAINMENT

SEE MECHANICAL SHEETS

FOR FILL BOXES

9 7

4 1 4 6 5

7 8 7

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved:

APPROVED: HRC DIRECTOR X__________________________

APPROVED: VA PROJECT MANAGER X__________________________

APPROVED: VA CHIEF ENGINEER X__________________________

APPROVED: CTVHCS DIRECTOR X__________________________

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

FULLY SPRINKLERED

674-19-101

12-05-2022

FINAL CONTRACT

DOCUMENTS

REPLACE BOILERS AND

BOILER PLANT

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e info@coxdesignassociates.com

BI

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VA FORM 08 - 6231

5350 W. 94TH TERRACE #102

PRAIRIE VILLAGE, KS 66207

T 913.258.5026 www.rossbar.com

CIVIL SITE PLAN

GENERAL NOTES:

A. INSTALL SIDEWALK EXPANSION JOINTS

WHERE CONCRETE BUTTS ANY FIXED OBJECT

WALLS, CURBS, AND MANHOLES AND 45" ON

CENTER MAXIMUM OR AS SHOWN ON PLANS.

B. ALL DIMENSIONS ARE TO FACE OF BUILDING,

EDGE OF PAVEMENT, FACE OF CURB OR

WALL, AND CENTERLINE OF ROAD, UNLESS

OTHERWISE NOTED.

C. THE BUILDING OUTLINES SHOWN ARE FOR

REFERENCE PURPOSES ONLY AND SHALL

NOT BE USED FOR STAKING PURPOSES. THE

CONTRACTOR SHALL COORDINATE WITH THE

ARCHITECT AND STRUCTURAL ENGINEER ON

THE STAKING OF A BUILDING.

D. CONTRACTOR SHALL VERIFY LOCATION OF

WORK AND REPORT ANY DISCREPANCIES TO

THE ENGINEER PRIOR TO COMMENCING

WORK.

E. CONTRACTOR TO VERIFY ALL UTILITIES IN

THE FIELD. LOCATIONS SHOWN ARE TO THE

BEST INFORMATION AVAILABLE BUT ARE NOT

GUARANTEED TO BE ACCURATE.

KEYED NOTES

1. CONSTRUCT SPILL CONTAINMENT AREA FOR

FUEL TRUCKS. SLOPE TO SPILL FLUME.

2. CONSTRUCT SPILL FLUME TO DIRECT FUEL

SPILLAGE TO TANK CONTAINMENT AREA.

3. CONSTRUCT CONCRETE SPILL

CONTAINMENT. SEE DETAILS, SHEET XX

4. CONSTRUCT CONCRETE DRIVEWAY WITH

4000 PSI CONCRETE, 6" THICK, #5 REBAR AT

12" O.C. BOTH WAYS. PROVIDE 6" CURB

ALONG SIDES.

5. CONSTRUCT FLARED DRIVE PAD 6" THICK,

4000 PSI CONCRETE FLARE ENDS AND

TRANSITION ENDS TO MATCH SIDEWALK

ELEVATIONS.

6. CONSTRUCT ROLLING DRIVE GATE.

PROVIDE OPENING 2' WIDER THAN

DRIVEWAY WIDTH ON EACH SIDE. PROVIDE

LOCKING MECHANISM.

7. CONSTRUCT SIDEWALK

8. CONSTRUCT PARK BENCH PAD AND

PROVIDE 6' PARK BENCH. ROUTE FENCE

AROUND PAD AS SHOWN.

9. CONSTRUCT 4' WIDE PERSONNEL WALK

GATE WITH LOCKING MECHANISM.

10. INSTALL LOCKING REMOVABLE BOLLARDS

11. CONSTRUCT SCREEN WALL. SEE

STRUCTURAL DRAWINGS.

12. ACCESS LADDER

13. NEW STEAM TUNNEL BELOW. SEE

STRUCTURAL.

14. EXISTING STEAM TUNNEL BELOW.

15. ROLLOVER CURB SEE DETAIL SHEET C-500

NEW BUILDING

BOLLARD

NEW CONCRETE

SIDEWALK

NEW CONCRETE

PAVING

CRUSHED GRAVEL

STANDOFF DISTANCE

PROJECT LIMITS

FIRE DEPARTMENT

CONNECTION

LEGEND

CHAIN LINK FENCE

POST INDICATOR

VALVE

N0 32 48 6416

GRAPHIC SCALE

nandrews Arrow nandrews Arrow nandrews Arrow nandrews Arrow nandrews Arrow nandrews Arrow nandrews Arrow nandrews Image nandrews Text Box C-100

SIG-X

SIG-X

SI

G

-X

SI

G

-X

SI

G -X

SI

G

-X

SI

G -X

SI

G

-X

SI

G -X

SI

G

-X

SI

G -X

SI

G

-X

SI

G

-X

SI

G -X

SI

G

-X

SI

G -X

SI

G

-X

SI

G -X

SI

G

-X

SIG-X SIG-X SIG-X

W -X

W -X

W -X

W -X

W -X

W -X

W-X W-X

TEAGUE PLACE

R O

A D

R O

A D

ROAD 9

W -N

W-N W-N W-N W-N W-N W-N

W -N

W -N

ST

M

-N

ST

M -N

ST

M

-N

ST

M -N

ST

M

-N

ST

M -N

SD

-N

SD

-N

SD

-N

SD-N

SD MH

SD MH-EX

SD MH

SIG-X SIG-X SIG-X SIG-X SIG-X SIG-X SIG-X SIG-X SIG-X SIG-X

SIG

-X

SIG

-X

SIG-X

SIG-X SIG-X

SIG-X

SI

G

-X

SI

G -X

SI

G

-X

SI

G -X

SI

G

-X

STL-X

STL-X

STL-X

ST

L-

X

ST

L- X

STL-X STL-X

STL-X

W-X

W-X

W-X

W -X

W -X

W -X

W -X

W -X

W-X

W -X

W -X

W -X

ST

L-

X

ST

L- X

ST

L-

X

ST

L-

X

W-NW-N

W -N

W -N

W-N

UE-N

U E-N

U E-N

U E-N

UE-N

U E-N

G

AS

-N G

AS

-N

G

AS

-N G

AS

-N

SD

-N

SD

-N

SD-N

SD

-N

SD

-N

SD

-N

W-N

W -N

EX SAS MH

RIM 681.15

INV IN (W) 674.91

INV OUT (N)

673.53

EX SAS MH

RIM 680.14

INV IN (S) 672.02

INV IN (N) 671.24

INV IN (W) 668.73

INV OUT (E) 668.57

NEW SAS MH

RIM

INV IN (S) 668.32

INV IN (W) 668.34

INV OUT (N) 668.31

NEW SAS MH

RIM

INV IN (N)

INV OUT (E)

12 10

EX SAS MH

RIM 674.77

INV IN (S) 668.24

INV OUT (N) 668.20

10 9

8" 8"

12"

12"

15"

R-673.80

R-673.80

24"

12"

6"

12"

6" -1.05

2" -3.93

8" P

VC

2" -1.15'

6"

6" -3.58'

CO

PIV

6" -1.05

12"

PIV

WATER

IRRIGATION

STEAM

COMMUNICATIONS

STORM DRAINS

GAS

STREET LIGHTINGSTL

GAS

SD

SIG

STM

IR

W

SANITARY SEWERSS

POTENTIAL BUILDING

EXISTING BUILDING

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved:

APPROVED: HRC DIRECTOR X__________________________

APPROVED: VA PROJECT MANAGER X__________________________

APPROVED: VA CHIEF ENGINEER X__________________________

APPROVED: CTVHCS DIRECTOR X__________________________

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

FULLY SPRINKLERED

674-19-101

12-05-2022

FINAL CONTRACT

DOCUMENTS

REPLACE BOILERS AND

BOILER PLANT

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e info@coxdesignassociates.com

BI

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VA FORM 08 - 6231

5350 W. 94TH TERRACE #102

PRAIRIE VILLAGE, KS 66207

T 913.258.5026 www.rossbar.com C-101

RMJr

NA

TRUE NORTH1 UTILITY PLAN

SCALE: 1" = 16'-0"

00 20' 40'

LEGEND

WATER

IRRIGATION

STEAM

COMMUNICATIONS

STORM DRAINS

GAS

STREET LIGHTINGSTL

GAS

SD

SIG

STM

IR

W

SANITARY SEWERSS

UTILITY TO BE REMOVED

OR RE-ROUTED

XXX

NOTE: THE ABOVE WITH -X DENOTES EXISTING

UTILITIES.

EXAMPLE: W-X = EXISTING WATER LINE

GENERAL NOTES

A. INSTALL SIDEWALK EXPANSION JOINTS WHERE CONCRETE ABUTS

ANY FIXED OBJECT, WALLS, CURBS, MANHOLES, AND 45' ON CENTER

MAXIMUM OR AS SHOWN ON PLANS.

B. ALL DIMENSIONS ARE TO FACE OF BUILDING, EDGE OF PAVEMENT,

FACE OF CURB OR WALL, AND CENTERLINE OF ROAD, UNLESS

OTHERWISE NOTED.

C. THE BUILDING OUTLINES ARE SHOWN FOR REFERENCE PURPOSES

ONLY AND SHALL NOT BE USED FOR STAKING PURPOSES. THE

CONTRACTOR SHALL COORDINATE WITH THE ARCHITECT AND

STRUCTURAL ENGINEER ON THE STAKING OF THE BUILDING.

E. EXISTING TREES TO BE PRESERVED AS NOTED. COORDINATE WITH

THE ENGINEER PRIOR TO REMOVING TREES.

F. CONTRACTOR SHALL VERIFY THE LOCATION OF WORK AND REPORT

ANY DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCING

WORK.

G. INSTALL NEW ISOLATION VALVE AT NEW WATER LINES TIED INTO

EXISTING LINES, WITH NON-RISING STEMS AND CAST IRON VALVE

BOXES.

1. NEW STORM DRAIN MANHOLE.

2. TIE IN NEW WATER LINE TO EXISTING. INSTALL THRUST BLOCKING AT

TIE-IN AND TURNS, VALVES, ETC. PER WATER SHOP.

3. NEW WATER LINE. MATCH EXISTING AND COORDINATE VALVE AND

FITTINGS WITH WATER SHOP.

4. INSTALL NEW STORM DRAIN LINES.

5. INSTALL NEW STORM AND CONDENSATE LINES. COORDINATE WITH

MECHANICAL SHEETS.

6. INSTALL NEW NATURAL GAS LINE. COORDINATE WITH MECHANICAL

SHEETS FOR SIZES AND TIE-IN LOCATIONS.

7. EXTEND IRRIGATION LINES TO REMAINING TREES AND SHRUBS.

8. INSTALL NEW FIRE DEPARTMENT CONNECTION TO MATCH EXISTING

FACILITY TYPES. INSTALL FOUR CONCRETE-FILLED BOLLARDS AROUND

HYDRANT. SEE FP101 NOTE 2.

9. INSTALL NEW POST INDICATOR VALVE (PIV) AND FOUR PROTECTIVE

BOLLARDS. MATCH EXISTING FACILITY TYPES.

10. TIE IN NEW 4" FIRE SERVICE TO BUILDING.

11. INSTALL NEW CURB INLET. TIE TO EXISTING STORM DRAIN PIPE.

12. TIE IN NEW 4" WATER LINE TO BUILDING.

13. INSTALL NEW 4" NATURAL GAS LINE.

14. INSTALL NEW HIGH PRESSURE REGULATOR AND PROTECTIVE

BOLLARDS AND TIE TO INTO BUILDING GAS LINE.

15. INSTALL NEW 4' DIAMETER PRECAST CONCRETE STORM DRAIN

MANHOLE.

16. INSTALL NEW 4' DIAMETER PRECAST CONCRETE SANITARY SEWER

MANHOLE.

17. INSTALL NEW 8" PVC SANITARY SEWER LINE.

18. INSTALL NEW 24" PVC STORM DRAIN LINE.

19. INSTALL NEW 8" PVC STORM DRAIN LINE.

20. INSTALL NEW 6" PVC STORM DRAIN LINE.

21. INSTALL NEW ELECTRIC MANHOLE 11-B. SEE SHEET E-001.

22. INSTALL NEW ELECTRIC MANHOLE 11-A. SEE SHEET E-001.

23. ROUTE ELECTRICAL FROM EXISTING TRANSFORMER T-18 TO NEW EMH

11-B. SEE SHEET E-001.

24. ROUTE ELECTRICAL FROM NEW EMH 11-B TO BUILDING AND TO NEW

EMH 11-A. SEE SHEET E-001

25. ROUTE ELECTRICAL FROM NEW EMH 11-A TO EXISTING EMH 10. SEE

SHEET E-001

26. EXISTING SIGNAL LINES, FIBER, AND MANHOLE TO REMAIN IN SERVICE,

PROTECT AND ADJUST ELEVATION TO MEET NEW GRADES.

KEYED NOTES

VALVE

FIRE DEPARTMENT CONNECTION

POST INDICATOR VALVE

SURFACE CLEANOUT

nandrews

NEW UTILITY PLAN

15 68 1.0

GV

53 67 5.9

GV

G A

S G

A S

G A

S

GAS GAS GAS

GAS GAS

GAS

GAS

GAS

GAS

GAS GAS GAS GAS GAS

GAS GAS

G A

S

GAS GAS

G A

S G

A S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

G A

S

GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GAS GAS GAS

G A

S

GAS

G A

S G

A S

G A

S

G A

S G

A S

G A

S

GAS G

A

S

GAS

GAS

G A

S G

A S

GAS

G A

S

GAS

GAS

G A

S

GAS GAS GAS

G A

S

G A

S

G A

S

G A

S

G A

S

GAS GAS GAS GAS GAS GAS

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

S G

A S

G A

S

G A

S

GA

S

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GASG

A

S

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GAS GAS

G A

S

GAS

G A

S G

A S

G A

S G

A S

G A

S

G A

S G

A S

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

G A

S G

A S

G A

S

GAS GAS

SMH #1

SMH #12

SMH #10

M A

TC

H

LI

N

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SD

T

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SD

SD

SD

SD

SD

SD

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SD

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SD

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SD

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GV

GV

GV

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R O

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TB

A

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Drawing Title

Approved: Project Director

Project Title

Date

Location

Checked

Building Number

Project Number

Drawing Number

Drawn

Dwg. ofRevisions: Date

CONSULTANTS: ARCHITECT/ENGINEERS: -

5-12-2014 on e ei gh th in ch o ne fo ot

B

A

C

D

E

F th re e in ch es o ne fo ot 6"

6" on e an d on e ha lf in ch es o ne fo ot on e in ch o ne fo ot

6" 6" th re e qu ar te rs in ch o ne fo ot on e ha lf in ch o ne fo ot th re e ei gh th s i nc h on e fo ot on e qu ar te r i nc h on e fo ot

VA FORM 08-6231

1 2 3 4 5 6 87 9

F

E

D

C

B

A

97 8654321

Office of Construction and Facilities Management

N

TEMPLE, TX

TEMPLE SITE UTILITY MAPNEW GAS FEED LINE

SCALE: 1" = 100'

TB

LEGEND

GASGAS

GENERAL NOTES

1. -

2. EXISTING GAS METER BY ATOMOS GAS CO

SERVING THE BOILER PLANT

3. INTERCEPT EXISTING 15 - PSIG BOILER

PLANT GAS LINE AND EXTEND NEW PRIVATE

SERVICE LINE TO NEW PLANT UNDER NEW

BOILER PLANT PROJECT. 63,000-MBH LOAD.

4. EXIST. PLANT GAS SERVICE (VERIFY

ACTUAL BUILDING ENTRANCE LOCATION

AND ROUTE.)

5. GAS PRESSURE REGULATOR AND

BOLLARDS.

6. NATURAL GAS SERVICE ENTRANCE TO

BOILER PLANT.

KEYED NOTES

SS

T

G

W

SD

FM

F

GM

WM

GV

E

E

THH

EHH

TSHH

V

CO

SM

FHH

EM

T

GT

CO

WV WATER VAULT

WATER METER

WATER VALVE

FIRE HYDRANT

WATER MH

STEAM MH

STORM CLEANOUT

STORM DRAIN MH

STORM DRAIN INLET

FIBER OPTIC MH

FOC JUNCTION BOX

FOC HAND HOLE

ELECTRIC PEDESTAL

LIGHT POLE

ELECTRIC BOX

ELECTRIC MH

ELECTRIC HAND HOLE

ELECTRIC METER

ELEC TRANSFORMER

GAS MH

GAS METER

GAS VALVE

GAS TEST STATION

CONTINUES OUT

OF SCOPE

UNKNOWN MANHOLE

CAMERA

VAULT BOX

PIPE CAP

BREAK/LINE QUALITY

POWER POLE W/RISER

POWER POLE

TEST HOLE

TELEPHONE HAND HOLE

TELE JUNCTION BOX

TELEPHONE POLE

TELEPHONE PEDESTAL

TELEPHONE MH

CABLE TV PEDESTAL

TRAFFIC HAND HOLE

TRAFFIC LIGHT

TRAFFIC SIGNAL ARM

TRAFFIC PULL BOX

TRAFFIC SIGNAL BOX

FORCE MAIN MH

WASTE CLEAN OUT

SANITARY SEWER MHFIRE DEPT. CONNECT

U

UNKNOWN UTILITYUNK

AutoCAD SHX Text S20°43'57"W 1881.53'

AutoCAD SHX Text 22E

AutoCAD SHX Text 23E

AutoCAD SHX Text 18A

AutoCAD SHX Text 18A

AutoCAD SHX Text 16P

AutoCAD SHX Text 16P

AutoCAD SHX Text 16P

AutoCAD SHX Text 16P nandrews

C-102

NEW BOILER PLANT

R O

A D

R O

A D

ROAD 9

6'

-0

NEW BOILER PLANT

TEAGUE PLACE

R O

A D

R O

A D

ROAD 9

6'

-0

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved:

APPROVED: HRC DIRECTOR X__________________________

APPROVED: VA PROJECT MANAGER X__________________________

APPROVED: VA CHIEF ENGINEER X__________________________

APPROVED: CTVHCS DIRECTOR X__________________________

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

FULLY SPRINKLERED

674-19-101

12-05-2022

FINAL CONTRACT

DOCUMENTS

REPLACE BOILERS AND

BOILER PLANT

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e info@coxdesignassociates.com

BI

M

VA

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VA FORM 08 - 6231

5350 W. 94TH TERRACE #102

PRAIRIE VILLAGE, KS 66207

T 913.258.5026 www.rossbar.com C-103

HR

NA

GENERAL NOTES

1. EOP - EDGE OF PAVEMENT

2. TBOC - TOP BACK OF CURB

3. CONC - TOP OF CONCRETE

4. TOW - TOP OF WALL

5. FG - FINISH GRADE

N0 32 48 6416

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

EOP 680.00

AutoCAD SHX Text

AutoCAD SHX Text

EOP 680.1

AutoCAD SHX Text

AutoCAD SHX Text

EOP 680.25

AutoCAD SHX Text

AutoCAD SHX Text

EOP 680.4

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 681.0

AutoCAD SHX Text

AutoCAD SHX Text

CONC 681.21

AutoCAD SHX Text

AutoCAD SHX Text

FG 680.88

AutoCAD SHX Text

AutoCAD SHX Text

EOP 680.8

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 681.21

AutoCAD SHX Text

AutoCAD SHX Text

CONC 681.42

AutoCAD SHX Text

AutoCAD SHX Text

FG 681.09

AutoCAD SHX Text

AutoCAD SHX Text

CONC 681.62

AutoCAD SHX Text

AutoCAD SHX Text

FG 681.29

AutoCAD SHX Text

AutoCAD SHX Text

EOP 681.00

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 681.50

AutoCAD SHX Text

AutoCAD SHX Text

CONC 681.62

AutoCAD SHX Text

AutoCAD SHX Text

EOP 680.00

AutoCAD SHX Text

AutoCAD SHX Text

EOP 681.00

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 681.50

AutoCAD SHX Text

AutoCAD SHX Text

EOP 679.00

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 679.50

AutoCAD SHX Text

AutoCAD SHX Text

CONC 681.62

AutoCAD SHX Text

AutoCAD SHX Text

EOP 678.00

AutoCAD SHX Text

AutoCAD SHX Text

CONC 678.62

AutoCAD SHX Text

AutoCAD SHX Text

EOP 677.00

AutoCAD SHX Text

AutoCAD SHX Text

CONC 677.65

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 678.15

AutoCAD SHX Text

AutoCAD SHX Text

EOP 679.00

AutoCAD SHX Text

AutoCAD SHX Text

EOP 679.00

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 678.50

AutoCAD SHX Text

AutoCAD SHX Text

CONC 678.62

AutoCAD SHX Text

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EOP 677.00

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 677.50

AutoCAD SHX Text

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CONC 677.62

AutoCAD SHX Text

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FG 678.31

AutoCAD SHX Text

AutoCAD SHX Text

EOP 676.00

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 676.50

AutoCAD SHX Text

AutoCAD SHX Text

CONC 676.62

AutoCAD SHX Text

AutoCAD SHX Text

EOP 675.00

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 675.50

AutoCAD SHX Text

AutoCAD SHX Text

CONC 675.62

AutoCAD SHX Text

AutoCAD SHX Text

EOP 674.30

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 674.80

AutoCAD SHX Text

AutoCAD SHX Text

CONC 674.92

AutoCAD SHX Text

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FG 674.61

AutoCAD SHX Text

AutoCAD SHX Text

EOP 674.00

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 674.50

AutoCAD SHX Text

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CONC 674.62

AutoCAD SHX Text

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FG 674.30

AutoCAD SHX Text

AutoCAD SHX Text

CONC 674.42

AutoCAD SHX Text

AutoCAD SHX Text

EOP 673.80

AutoCAD SHX Text

AutoCAD SHX Text

CONC 673.85

AutoCAD SHX Text

AutoCAD SHX Text

EOP 673.90

AutoCAD SHX Text

AutoCAD SHX Text

CONC 674.52

AutoCAD SHX Text

AutoCAD SHX Text

CONC 674.52

AutoCAD SHX Text

AutoCAD SHX Text

EOP 673.95

AutoCAD SHX Text

AutoCAD SHX Text

EOP 674.00

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 674.50

AutoCAD SHX Text

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FG 674.29

AutoCAD SHX Text

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CONC 674.62

AutoCAD SHX Text

AutoCAD SHX Text

EOP

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TBOC

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TBOC

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EOP

AutoCAD SHX Text

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TBOC 677.82

AutoCAD SHX Text

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CONC 677.32

AutoCAD SHX Text

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FG 676.29

AutoCAD SHX Text

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CONC 676.62

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 676.50

AutoCAD SHX Text

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EOP 676.00

AutoCAD SHX Text

AutoCAD SHX Text

EOP 675.00

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 675.50

AutoCAD SHX Text

AutoCAD SHX Text

CONC 675.62

AutoCAD SHX Text

AutoCAD SHX Text

FG 675.29

AutoCAD SHX Text

AutoCAD SHX Text

EOP 674.00

AutoCAD SHX Text

AutoCAD SHX Text

CONC 674.62

AutoCAD SHX Text

AutoCAD SHX Text

FG 674.29

AutoCAD SHX Text

AutoCAD SHX Text

EOP 674.20

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 674.70

AutoCAD SHX Text

AutoCAD SHX Text

CONC 674.82

AutoCAD SHX Text

AutoCAD SHX Text

FG 674.49

AutoCAD SHX Text

AutoCAD SHX Text

TBOC

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 681.00

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 680.80

AutoCAD SHX Text

AutoCAD SHX Text

CONC

AutoCAD SHX Text

AutoCAD SHX Text

CONC

AutoCAD SHX Text

AutoCAD SHX Text 680.3

AutoCAD SHX Text

AutoCAD SHX Text 680.4

AutoCAD SHX Text

AutoCAD SHX Text 680.5

AutoCAD SHX Text

AutoCAD SHX Text 680.5

AutoCAD SHX Text

AutoCAD SHX Text 680.4

AutoCAD SHX Text

AutoCAD SHX Text 680.9

AutoCAD SHX Text

AutoCAD SHX Text 680.6

AutoCAD SHX Text

AutoCAD SHX Text 680.7

AutoCAD SHX Text

AutoCAD SHX Text 680.27

AutoCAD SHX Text

AutoCAD SHX Text 680.37

AutoCAD SHX Text

AutoCAD SHX Text 680.17

AutoCAD SHX Text

AutoCAD SHX Text 680.27

AutoCAD SHX Text

AutoCAD SHX Text 680.07

AutoCAD SHX Text

AutoCAD SHX Text 680.07

AutoCAD SHX Text

AutoCAD SHX Text 680.07

AutoCAD SHX Text

AutoCAD SHX Text 680.07

AutoCAD SHX Text

AutoCAD SHX Text 680.27

AutoCAD SHX Text

AutoCAD SHX Text 680.37

AutoCAD SHX Text

AutoCAD SHX Text 680.17

AutoCAD SHX Text

AutoCAD SHX Text 680.27

AutoCAD SHX Text

AutoCAD SHX Text 680.60

AutoCAD SHX Text

AutoCAD SHX Text 680.70

AutoCAD SHX Text

AutoCAD SHX Text 680.27

AutoCAD SHX Text

AutoCAD SHX Text 679.57

AutoCAD SHX Text

AutoCAD SHX Text 679.57

AutoCAD SHX Text

AutoCAD SHX Text 679.57

AutoCAD SHX Text

AutoCAD SHX Text 679.57

AutoCAD SHX Text

AutoCAD SHX Text 676.57

AutoCAD SHX Text

AutoCAD SHX Text 676.60

AutoCAD SHX Text

AutoCAD SHX Text 676.65

AutoCAD SHX Text

AutoCAD SHX Text 676.25

AutoCAD SHX Text

AutoCAD SHX Text 676.37

AutoCAD SHX Text

AutoCAD SHX Text 676.65

AutoCAD SHX Text

AutoCAD SHX Text 676.41

AutoCAD SHX Text

AutoCAD SHX Text 676.47

AutoCAD SHX Text

AutoCAD SHX Text 676.50

AutoCAD SHX Text

AutoCAD SHX Text 676.37

AutoCAD SHX Text

AutoCAD SHX Text 676.65

AutoCAD SHX Text

AutoCAD SHX Text 676.45

AutoCAD SHX Text

AutoCAD SHX Text 679.57

AutoCAD SHX Text

AutoCAD SHX Text 679.57

AutoCAD SHX Text

AutoCAD SHX Text 679.57

AutoCAD SHX Text

AutoCAD SHX Text 676.65

AutoCAD SHX Text

AutoCAD SHX Text

CONC 680.33

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 680.83

AutoCAD SHX Text

AutoCAD SHX Text

CONC 680.23

AutoCAD SHX Text

AutoCAD SHX Text

TBOC 680.73

nandrews

GRADING PLAN

1 BEAM LAYOUT

SCALE: 1" = 5'-0"

2 FOOTING DETAIL

SCALE: NTS

6 SECTION B-B

SCALE: 1" = 4' - 0"

4 SECTION C-C

SCALE: 1" = 3' - 0"3 SECTION C-C

SCALE: NTS

20"

12"

4"

8"

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved:

APPROVED: HRC DIRECTOR X__________________________

APPROVED: VA PROJECT MANAGER X__________________________

APPROVED: VA CHIEF ENGINEER X__________________________

APPROVED: CTVHCS DIRECTOR X__________________________

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

FULLY SPRINKLERED

674-19-101

12-05-2022

FINAL CONTRACT

DOCUMENTS

REPLACE BOILERS AND

BOILER PLANT

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e info@coxdesignassociates.com

BI

M

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:3

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A M

VA FORM 08 - 6231

5350 W. 94TH TERRACE #102

PRAIRIE VILLAGE, KS 66207

T 913.258.5026 www.rossbar.com

CIVIL SITE PLAN

nandrews Text Box C-104

THREADED CAP

FLUSH WITH CONCRETE OR

4" ABOVE GROUND

8" PVC SCH. 40

LONG SWEEP ELBOW

1 CLEANOUT DETAIL

SCALE: N.T.S.

BACKFILL, 12" LIFTS

NEW PIPE

BED PIPE IN SAND OR

ENGINEERED FILL

2 TRENCH DETAIL

SCALE: N.T.S.

5 PAVEMENT DETAIL

SCALE: N.T.S

6" CONCRETE

10" COMPACTED CRUSHED

LIMESTONE BASE

7" COMPACTED LIME STABILIZED

SUBGRADE 95% MAX DENSITY

6 MOUNTABLE CURB & GUTTER

SCALE: N.T.S.

10"14"

2'1/4" R 10"R

24"

24"

UNDISTURBED EARTH

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved:

APPROVED: HRC DIRECTOR X__________________________

APPROVED: VA PROJECT MANAGER X__________________________

APPROVED: VA CHIEF ENGINEER X__________________________

APPROVED: CTVHCS DIRECTOR X__________________________

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

FULLY SPRINKLERED

674-19-101

NOT FOR

CONSTRUCTION

REPLACE BOILERS AND

BOILER PLANT

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e info@coxdesignassociates.com

BI

M

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4/ 7/

:3

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A M

VA FORM 08 - 6231

5350 W. 94TH TERRACE #102

PRAIRIE VILLAGE, KS 66207

T 913.258.5026 www.rossbar.com C-500

CIVIL SITE DETAILS

RMJr

NJA

nandrews Image nandrews Text Box 12-05-2022 nandrews Text Box

FINAL CONTRACT DOCUMENTS

nandrews Line nandrews Ellipse nandrews Ellipse nandrews Ellipse nandrews Ellipse nandrews Ellipse nandrews Callout

#5 REBAR @ 12"O.C. BOTH WAYS

nandrews Callout

TWO #5 REBAR

PIPE FLOW

1 TYPICAL DETAILS - THRUST BLOCK - 45 DEGREE

SCALE: N.T.S.

PIPE FLOW

2 TYPICAL DETAILS - THRUST BLOCK - 90 DEGREE

SCALE: N.T.S.

PIPE FLOW

3 TYPICAL DETAILS - THRUST BLOCK - DEAD END

SCALE: N.T.S.

PIPE FLOW

4 TYPICAL DETAILS - THRUST BLOCK - ELBOW

SCALE: N.T.S.

PIPE FLOW

5 TYPICAL DETAILS - THRUST BLOCK - TEE/WYE

SCALE: N.T.S. 6 TYPICAL DETAILS - THRUST BLOCK - VALVE

SCALE: N.T.S.

PIPE FLOW

NOTE: VALVE SHALL MAINTAIN CONTACT WITH THRUST BLOCK.

Project Number

Building Number

Drawing Number

DrawnCheckedIssue Date

Location

Project Title

21 3 4 5 6 7 8 9 10

21 3 4 5 6 7 8 9 10

B

A

C

D

E

F

B

A

C

D

E

F

PhaseDrawing Title

Approved:

APPROVED: HRC DIRECTOR X__________________________

APPROVED: VA PROJECT MANAGER X__________________________

APPROVED: VA CHIEF ENGINEER X__________________________

APPROVED: CTVHCS DIRECTOR X__________________________

ARCHITECT OF RECORDCONSULTANTRevisions: Date:

U.S. Department of Veterans Affairs

Construction and Facilities Management

8718 Botts Lane Phone: (210) 816-4784 San Antonio, Texas 78217 Fax: (210) 881-6808 www.hfscompany.com jbianco@hfscompany.com

FULLY SPRINKLERED

674-19-101

NOT FOR

CONSTRUCTION

REPLACE BOILERS AND

BOILER PLANT

PLANNING

Austin 5121 Bee Caves Road, Suite 203 Austin, Texas 78746 T: 512-327-4149 F: 512-327-7679e info@coxdesignassociates.com

BI

M

VA

T

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PL

E

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B oi le r P la nt

.rv t

4/ 7/

:3

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A M

VA FORM 08 - 6231

5350 W. 94TH TERRACE #102

PRAIRIE VILLAGE, KS 66207

T 913.258.5026 www.rossbar.com C-501

CIVIL DETAILS PLAN

THRUST BLOCKS

RMJr

NJA

GENERAL NOTES:

1. THRUST BLOCKS SHALL BE CAST IN PLACE.

2. THRUST BLOCK SHALL ENCASE PIPE A

MINIMUM OF 8 INCHES ON ALL SIDES. THE

THRUST BLOCK DIMENSIONS ON ALL SIDES

EQUALS (=) THE PIPE DIAMETER PLUS (+)

SIXTEEN (16) INCHES.

3. THRUST BLOCKS SHALL BE PLACED AGAINST

UNDISTURBED OR COMPACTED TRENCH WALL.

4. THRUST BLOCKS SHALL BE A MINIMUM OF

COMPRESSIVE STRENGTH OF 3500 PSI

CONCRETE.

nandrews Text Box

FINAL CONTRACT DOCUMENTS

nandrews Text Box 12-05-2022

10 FT. MAX1'-0" 10" MIN. DIA.

BRACE

RAIL

LINE POST

POST TIE WIRES

@15" CENTERS

TOP RAIL

TIE WIRES

@ 24" CENTERS

TOP RAIL

TERMINAL POST

STRETCHER BAR

3/8 IN. DIA. TRUSS ROD

HOOK BOLTS

42" MIN.

1'-0"

36" MIN.

6"

CONCRETE

5'-0"

1 FENCE DETAILS

SCALE: N.T.S.

NOTE: ALL POSTS ARE

7'-6" MIN.

NOTE: LINE POSTS MAY BE DRIVE

SET TO 40" MIN. BELOW GRADE

AND CONCRETE OMITTED.

SHAPE, SIZE AND WEIGHT REQUIREMENTS

FOR FENCE POSTS AND RAILS

ITEM SHAPE OUTSIDE

DIMENSIONS IN.

WEIGHT

LBS./LIN. FT.

TERMINAL POSTS

ROUND

*ROUND

2.375 2.375

3.65 3.12

LINE POSTS ROUND

*ROUND

1.90 1.90

2.72 2.28

TOP & BRACE

RAILS

ROUND

*ROUND

1.66 1.66

2.27 1.84

* GRADE B HIGH STRENGTH STEEL

** INCLUDES END, CORNER, ANGLE, INTERSECTION AND INTERMEDIATE

BRACED POSTS

GATE FRAME MEMBERS

SIZE AND WEIGHT

GATE FRAME

OUTSIDE

DIMENSIONS

INCHES

WEIGHT

LBS. /LIN. FT.

ROUND

*ROUND

1.66 1.66

2.27 1.84

LINE POSTS ROUND

*ROUND

1.90 1.90

* GRADE B HIGH STRENGTH STEEL

GATE POST

SIZE AND WEIGHT

GATE LEAF

WIDTH OF

6 FT. OR LESS

OUTSIDE

DIMENSIONS

INCHES

WEIGHT

LBS. /LIN. FT.

ROUND

*ROUND

2.875 2.875

5.79 4.64

* GRADE B HIGH STRENGTH STEEL

2 VEHICLE GATE DETAILS

SCALE: N.T.S. 3 MAN GATE DETAILS

SCALE: N.T.S.

1 8

5 11

CONCRETE

GATE OPENING ____ FT.

10" DIA.

1'-6"LIGHT

HALF

HEAVY

HALF

1'-0" MIN. DIA.

1'-0" MIN.

2'-6" MIN.

3'-6" MIN. OR AS SPECIFIED

4 11

1'-0" MIN. DIA.

1'-0" MIN.

2'-6" MIN. GATE POST

& END POST

FOR FENCE

CONCRETE

120" 60" 60"

72" 70"

18"

18"

117 34"

9 13/16"

1 1/8" Ø20mm

SOLID

ROD

18 1/2"

30 1/8" 15 3/16"

15 3/16"

Ø33.4mm

HOLLOW ROD

TOP VIEWFRONT VIEW

4 TYPICAL TEMPORARY FENCE DETAIL

SCALE: N.T.S.

MATERIA…