2 AJP-Replace_Chilled_Water_Loop_100_Const_Drawings_2024_01_19.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street

Sewickley, PA 15143

Phone: 412-287-7333 www.aeworks.com

A u to d e s k D o c s /V

M U

R -0

A J P

-R e p la c e

C h ill e d W a te r L o o p /V

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G001

COVER SHEET AJP - REPLACE CHILLED

WATER LOOP

3400 LEBANON RD

MURFREESBORO, TN 37129

626A4-22-211

N/A

01.19.2024 MJC AC

100% CONSTRUCTION

DOCUMENTS

ALVIN C. YORK VA MEDICAL CENTER

REPLACE CHILLED WATER LOOP

PROJECT #626A4-22-211

3400 LEBANON ROAD

MURFREESBORO, TN 37129

PROJECT DIRECTORY

OWNER:

ALVIN C. YORK VAMC

3400 LEBANON ROAD

MURFREESBORO, TN 37129

657-867-6000

ARCHITECT / MEP ENGINEER:

AE WORKS, LTD

418 BEAVER STREET

SEWICKLEY, PA 15143

412-287-7333

CONTACT: MICHAEL CARROLLCONTACT: MICHAEL SNELL

MEP ENGINEER:

HGA

333 EAST ERIE STREET

MILWAUKEE, WI 53202

CONTACT: MATTHEW MIKOLAINIS

CIVIL ENGINEER:

PALMER ENGINEERING

1040 MONARCH STREET

SUITE 210

LEXINGTON, KY 40513

CONTACT: CHRIS MISCHEL

GENERAL

G001 COVER SHEET

G002 PHASING PLAN

CIVIL

C-001 EXISTING CONDITIONS

CD-002 OVERVIEW DEMOLITION PLAN

CD-003 DEMOLITION AREA - AREA 1

CD-004 DEMOLITION AREA - AREA 2

CD-005 DEMOLITION AREA - AREA 3

C-100 OVERVIEW EROSION CONTROL PLAN

C-101 EROSION CONTROL PLAN - AREA 1

C-102 EROSION CONTROL PLAN - AREA 2

C-103 EROSION CONTROL PLAN - AREA 3

C-200 OVERVIEW UTILITY PLAN

C-201 UTILITY PLAN - AREA 1

C-202 UTILITY PLAN - AREA 2

C-203 UTILITY PLAN - AREA 3

C-300 PROFILES

C-301 PROFLIES

C-302 PROFILES

C-400 DETAILS

ARCHITECTURAL

01-A101 BLDG 01 & 120 - ARCHITECTURAL PLAN

02-A101 BLDG 02 - ARCHITECTURAL PLAN

04-A101 BLDG 04 - ARCHITECTURAL PLAN

116-A101 BLDG 116 - ARCHITECTURAL PLANS

A102 BLDG 3, 5, 7, 8, 9 & 11 ENLARGED ARCHITECTURAL PLANS

MECHANICAL

M001 MECHANICAL SYMBOLS, ABBREV., AND GENERAL NOTES

MSD201 SITE - PIPING - DEMOLITION PLAN

MS201 SITE - PIPING - NEW WORK PLAN

01-MD201 BLDG 01 & 120 - CHILLED WATER DEMOLITION PLAN

02-MD200 BLDG 02 - TUNNEL CHILLED WATER DEMOLITION PLAN

02-MD201 BLDG 02 - CHILLED WATER DEMOLITION PLAN

03-MD201 BLDG 03 - CHILLED WATER DEMOLITION PLAN

04-MD201 BLDG 04 - CHILLED WATER DEMOLITION PLAN

10-MD201 BLDG 10 - CHILLED WATER DEMOLITION PLAN

11-MD201 BLDG 11 - CHILLED WATER DEMOLITION PLAN

17-MD201 BLDG 17 - CHILLED WATER DEMOLITION PLAN

105-MD201 BLDG 105 & 117 - CHILLED WATER DEMOLITION PLAN

107-MD201 BLDG 107 - CHILLED WATER DEMOLITION PLAN

116-MD201 BLDG 116 - CHILLED WATER DEMOLITION PLAN

01-M201 BLDG 01 & 120 - CHILLED WATER PLAN

02-M200 BLDG 02 - TUNNEL CHILLED WATER & STEAM PLAN

02-M201 BLDG 02 - CHILLED WATER PLAN

03-M201 BLDG 03 - CHILLED WATER PLAN

04-M201 BLDG 04 - CHILLED WATER PLAN

10-M201 BLDG 10 - CHILLED WATER PLAN

11-M201 BLDG 11 - CHILLED WATER PLAN

17-M201 BLDG 17 - CHILLED WATER PLAN

105-M201 BLDG 105 & 117 - CHILLED WATER PLAN

107-M201 BLDG 107 - CHILLED WATER PLAN

109-M201 BLDG 109 - CONDENSER WATER PHASING PLAN

116-M201 BLDG 116 - CHILLED WATER PLAN

MD401 ENLARGED CHILLED WATER DEMOLITION PLANS

M401 ENLARGED CHILLED WATER PLANS

M501 MECHANICAL DETAILS

M502 MECHANICAL DETAILS

M503 MECHANICAL DETAILS

M504 MECHANICAL DETAILS

M601 CHW CAMPUS SCHEMATIC

M602 CDW SYSTEM SCHEMATIC

M603 BUILDING SCHEMATICS

M604 BUILDING SCHEMATICS

M605 BUILDING SCHEMATICS

M606 STEAM SCHEMATIC

M701 MECHANICAL SCHEDULES

M801 MECHANICAL CONTROL DIAGRAMS

ELECTRICAL

E001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

02-ED201 BLDG 02 - ELECTRICAL DEMOLITION PLAN

03-ED201 BLDG 03 - ELECTRICAL DEMOLITION PLAN

04-ED201 BLDG 04 - ELECTRICAL DEMOLITION PLAN

09-ED201 BLDG 09 - ELECTRICAL DEMOLITION PLAN

10-ED201 BLDG 10 - ELECTRICAL DEMOLITION PLAN

11-ED201 BLDG 11 - ELECTRICAL DEMOLITION PLAN

105-ED201 BLDG 105 & 117 - ELECTRICAL DEMOLITION PLAN

120-ED201 BLDG 120 - ELECTRICAL DEMOLITION PLAN

02-E201 BLDG 02 - ELECTRICAL PLAN

03-E201 BLDG 03 - ELECTRICAL PLAN

04-E201 BLDG 04 - ELECTRICAL PLAN

09-E201 BLDG 09 - ELECTRICAL PLAN

10-E201 BLDG 10 - ELECTRICAL PLAN

11-E201 BLDG 11 - ELECTRICAL PLAN

105-E201 BLDG 105 & 117 - ELECTRICAL PLAN

120-E201 BLDG 120 - ELECTRICAL PLAN

ED401 ENLARGED ELECTRICAL DEMOLITION PLANS

E401 ENLARGED ELECTRICAL PLANS

E501 ELECTRICAL DETAILS

E701 ELECTRICAL PANEL SCHEDULES

SHEET INDEX

LAND SURVEYING:

HONOR ENGINEERING

1100 NORTH MOUNTAIN ROAD

HARRISBURG, PA 17112

CONTACT: MATT WARNER

ENVIRONMENTAL ENGINEER:

MABBETT

105 CENTRAL STREET

SUITE 400

STONEHAM, MA 02180

CONTACT: MICHAEL DELANEY

VICINITY MAP

LOCATION MAP

# Revisions Date

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street

Sewickley, PA 15143

Phone: 412-287-7333 www.aeworks.com

A u to d e s k D o c s /V

M U

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A J P

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C h ill e d W a te r L o o p /V

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G002

PHASING PLAN AJP - REPLACE CHILLED

WATER LOOP

3400 LEBANON RD

MURFREESBORO, TN 37129

626A4-22-211

01.19.2024 MJC AC

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

PHASING PLAN

1. GENERAL REQUIREMENTS

a. CONTRACTOR SHALL SUBMIT A PHASING PLAN PRIOR TO THE START OF PROJECT WORK. THE PLAN WILL BE REVIEWED BY THE ENGINEER AND THE VA.

b. THE CHILLED WATER SYSTEM IS SHUT DOWN WHEN THE AIR TEMP IS BELOW 45°F. SHUTDOWNS MUST BE COORDINATED WITH THE VA AT LEAST 21 DAYS IN

ADVANCE.

c. THE UNDERGROUND CHILLED WATER PIPING IS IN POOR CONDITION AS LEAKS HAVE OCCURRED IN THE SYSTEM.

d. CONTRACTOR MUST VERIFY PIPE CONDITION AT EACH POINT OF CONNECTION. REPORT ALL PIPE OBSERVATIONS AT TIE IN POINTS PAYING ATTENTION TO

PITTING OR OTHER DEGRADATION.

e. BUILDING 1 REQUIRES 24/7 COOLING.

f. THE WORK OF THIS PROJECT WILL CREATE A CHILLED WATER LOOP ALLOWING BI-DIRECTIONAL FLOW IN THE QUAD. THIS DECREASES THE AMOUNT OF

DISTRIBUTION TO THE SYSTEM THAT WILL NEED TO BE ISOLATED WHEN MAINTENANCE IS PERFORMED ON THE SYSTEM.

g. TO ALLOW PARTIAL SHUTDOWNS, A VALVE MANIFOLDS WILL BE INSTALLED AT EVERY TAKE-OFF TO ALLOW ISOLATION OF A PORTION OF THE LOOP, OR THE

BUILDING.

h. CONTRACTOR SHALL PHASE THE SHUTDOWNS IN SUCH A WAY THAT THE EXTENT OF SHUTDOWNS REQUIRED IS PROGRESSIVELY LESS, AS THE PROJECT IS

CONSTRUCTED. THIS CONCEPT IS REFLECTED IN THE SUGGESTED PHASING OUTLINE BELOW.

i. DO NOT ABANDON ANY ABOVE GROUND PIPING IN PLACE. REMOVE PREVIOUSLY ABANDONED PIPING IN GENERAL WORK AREA TO IMPROVE WORK CONDITIONS, AND TO FACILITATE WORK AS PIPES AND ROUTING IS BEING VERIFIED.

j. UNDERGROUND PIPING WILL BE REMOVED AS SHOWN ON DRAWINGS (CIVIL AND MECHANICAL) AND AS REQUIRED TO FACILITATE INSTALLATION OF NEW PIPING.

k. MAKE PROVISIONS SUCH AS ADDITIONAL VENT AND DRAIN VALVES FOR HYDROSTATICALLY TESTING, CHEMICALLY CLEANING AND FLUSHING OF ALL PIPE BY

SECTIONS.

l. AS INSTALLATION WORK IS COMPLETED, HYDROSTATICALLY TEST, CHEMICALLY CLEAN AND FLUSH PIPING. FOLLOW PIPE MANUFACTURER PROCEDURES FOR

HYDROSTATICALLY TESTING OF HDPE PIPE.

m. NEW CHILLED WATER PIPING SHALL ALSO BE HYDROSTATICALLY TESTED, CHEMICALLY CLEANED AND FLUSHED.

2. THE GENERAL SCOPE OF WORK INCLUDES:

a. CHILLED WATER SCOPE OF WORK IS SUMMARIZED AS FOLLOWS. SEE DRAWINGS AND SPECIFICATIONS FOR COMPLETE SCOPE DESCRIPTION.

1. REPLACE ALL UNDERGROUND CHILLED WATER DISTRIBUTION PIPING WITH NEW HDPE PIPING SIZED AND LOCATED AS SHOWN ON THE DRAWINGS.

2. REPLACE ALL ABOVE GROUND CHILLED WATER MAINS AS SHOWN ON DRAWINGS.

3. NEW UNDERGROUND VALVES WILL BE STAINLESS STEEL. TRANSITION FROM HDPE TO STANDARD WEIGHT STAINLESS STEEL PIPING AND VALVES AS SHOWN

ON DRAWINGS AND SPECIFIED.

4. THE UNDERGROUND CHILLED WATER PIPING WILL BE INSTALLED WHILE THE EXISTING PIPING IS STILL IN OPERATION. BUILDING CONNECTIONS SHALL BE

ROUTED NEAR THE EXISTING BUILDING CONNECTIONS TO MINIMIZE TIE-IN TIME.

5. THE NEW PIPING WILL BE TESTED AND CLEANED BEFORE CONNECTIONS ARE MADE.

6. THE NEW CHILLED WATER MAIN WILL HAVE VALVE MANIFOLDS CUT IN AT A LOCATION FOR EACH BUILDING, CONSISTING OF SEGMENTATION VALVES ON BOTH

SIDES OF THE MAIN LINE TEE AND BRANCH TAKE-OFF. USE THESE VALVES TO ISOLATE THE BUILDING AND CONNECT THE NEW PIPING. THIS WORK SHOULD BE

DONE WHEN THE OUTSIDE AIR IS BELOW 45°F TO MINIMIZE DISRUPTION.

7. DO NOT USE HDPE (ELBOWS, TEES) UNLESS SHOWN ON DRAWINGS.

8. PROVIDE VALVE BOXES OR VAULTS FOR UNDERGROUND PIPING. BRING UNDERGROUND VENTS TO SURFACE.

9. REPLACE ALL BUILDING MAIN CHILLED WATER SHUT-OFF VALVES.

10. TEMPORARY COOLING WILL NEED TO BE PROVIDED TO ALL BUILDINGS IF THE WORK CANNOT BE COMPLETED WITHOUT DISRUPTION TO COOLING

REQUIREMENTS.

11. REUSE BUILDING CONNECTION POINTS UNLESS NEW POINTS AID IN THE PHASING OF THE WORK.

12. REPLACE CHILLED WATER MAINS LEAVING CUP FROM NEW ISOLATION VALVES AT RISER TO UNDERGROUND INTERFACE. SEE DRAWINGS.

13. PROVIDE VAULTS AND VALVE BOXES AS SHOWN ON DRAWINGS.

b. CONDENSER WATER SCOPE IS SUMMARIZED AS FOLLOWS. SEE DRAWINGS AND SPECIFICATIONS FOR COMPLETE SCOPE DESCRIPTION.

1. IN THE CDW PUMP ROOM, REMOVE THE CAP OF THE CDWS MAIN AND REPLACE WITH A LINE SIZE ISOLATION VALVE.

2. IN THE CENTRAL PLANT, REPLACE THREE CDW MAINS INTO A SINGLE MAIN AND TIE INTO HEADER.

3. INSTALL THE NEW CDW PIPING BETWEEN THE PLANT AND THE PUMP HOUSE. TIE IN THE NEW CDWS MAIN TO THE NEW LINE SIZE VALVE AND REMOVE THE

EXISTING THREE BURIED LINES.

4. DEMO THE EXISTING LINES.

c. ADDITIONAL PLANT WORK:

1. NEW FLOW METERS ARE TO BE ADDED TO THE CONDENSER AND CHILLED WATER PIPING OF EACH CHILLER. SEE DRAWINGS FOR LOCATION. TIE INTO BAS AND

USE FLOWMETER SIGNALS AS PRIMARY LOW SIGNALS. USE EXISTING DP BASED FLOW SIGNALS AS BACKUP SIGNALS. DISPLAY BOTH SIGNALS ON CONTROL

SCREEN.

3. PHASING PLAN: CONTRACTOR SHALL DEVELOP A PHASING PLAN FOR ALL WORK AND SUBMIT FOR APPROVAL. THE FOLLOWING IS A SUGGESTED ORDER OF WORK.

COMPLETE ALL WORK SPECIFIED IN CONSTRUCTION DOCUMENTS INCLUDING PLANS AND SPECIFICATIONS.

a. CHILLED WATER

1. PROVIDE NEW CHILLED WATER VALVES TO PICK UP OLD MAINS FROM NEW MAINS. THESE VALVES WILL BE CLOSED PERIODICALLY DURING THE PHASING OF

WORK TO ALLOW FOR PARTIAL CHW SHUTDOWNS.

2. INSTALL BUILDING BRANCH ISOLATION VALVES AT THE EXISTING MAINS WHERE THEY DO NOT EXIST IF REQUIRED TO ACCOMPLISH THIS PHASING..

3. TEST THE EXISTING BRANCH ISOLATION VALVES AT THE MAINS TO PROVE THEY WILL HOLD. IF THEY DO NOT, THIS MAY REQUIRE MORE EXTENSIVE

SHUTDOWNS.

4. EXCAVATE AND INSTALL UNDERGROUND CHILLED WATER PIPING AS SHOWN ON THE PLANS. PIPING MAY BE PREINSULATED OR FIELD INSULATED- SEE

SPECIFICATIONS. LEAVE JOINTS OPEN UNTIL HYDROSTATIC TESTING IS COMPLETED.

5. THIS PIPING WILL INCLUDE ALL BRANCH ISOLATION VALVES FROM MAIN TO BUILDING FOR LATER BUILDING BY BUILDING CHANGEOVER.

6. NEW PIPING MUST BE HYDROSTATICALLY TESTED, CLEANED, FLUSHED AND REFILLED.

7. ADD 2” RECIRCULATION VALVES AT EACH BRANCH OF NEW PIPING FOR FLUSHING AND PURPOSES AND TO CIRCULATE WATER DURING TESTING AND STARTUP.

8. MOVE SOURCE OF COOLING FROM OLD MAIN TO NEW MAINS ONE BY ONE, TO TRANSITION TO NEW PIPING. AFTER TRANSITION, OLD PIPING WILL STILL BE

CONNECTED TO PLANT. BRANCHES NO LONGER IN USE MUST BE CAPPED AT EACH VALVE OR DISCONNECTED POINT TO PREVENT LEAKAGE.

9. WHEN ALL LOADS ON THE OLD PIPING ARE COMPLETELY TRANSITIONED TO NEW PIPING, DEMO EXISTING AS SHOWN ON DRAWINGS.

10. MECHANICAL ROOMS, EXCEPT FOR BUILDING 1, SHALL BE RE-PIPED AS SHOWN ON THE FLOOR PLANS.: WHEN CONSIDERING PHASING, NOTE THE FOLLOWING

GUIDELINES.

11. EACH MECHANICAL ROOM MAY REQUIRE A NEW TEE AND VALVES TO MAKE CONNECTIONS TO BOTH THE OLD AND NEW MAINS AND ALLOW TRANSITION

WITHOUT RESPECT TO WEATHER RESTRICTIONS.

12. THE WORK CAN BE COMPLETED WHEN THE CHILLER PLANT IS OFF, WHICH IS WHEN THE OUTSIDE AIR TEMPERATURE IS BELOW 45°F. ALLOW TIME TO DRAIN

AND REFILL WITH TREATED WATER WHERE VALVING DOES NOT ALLOW EASY ISOLATION.

13. COORDINATE WITH THE VA TO CONFIRM THE BUILDING SHUTDOWN.

14. PROVIDE TEMPORARY COOLING, PIPING OR VALVES AS REQUIRED TO ALLOW CONTINUED SERVICE WHILE THE NEW PIPING IS BEING INSTALLED. IF THIS IS

DONE, THE BUILDING SHUTDOWN REQUIRED TO CONNECT THE NEW PIPING NEEDS TO BE WHEN THE CENTRAL PLANT IS SHUTDOWN OR COORDINATED WITH A

PERIOD WHEN THE BUILDING DOES NOT NEED COOLING.

15. BUILDING 1 REQUIRES A CONTINUAL COOLING SOURCE. COORDINATE WITH THE VA FOR THE BUILDING SHUTDOWN.

16. AFTER ALL PIPING HAS BEEN TESTED AND CLEANED, BUILDINGS CAN BE CONNECTED TO THE NEW LOOP.

17. CONNECT ONE BUILDING AT A TIME.

18. ISOLATE THE EXISTING BRANCH PIPING TO THE BUILDING.

19. ROUTE THE NEW PIPING INTO THE BUILDING TO MAKE THE NEW CONNECTION.

20. FILL WITH CHEMICALLY TREATED WATER AND VENT THE BRANCH PIPING.

21. REPEAT THIS AROUND THE CAMPUS UNTIL ALL BUILDINGS HAVE BEEN SWITCHED OVER FROM THE EXISTING SYSTEM TO THE NEW SYSTEM.

22. REMOVE THE EXISTING PIPING WHERE IT IS EXPOSED ONCE IT IS NO LONGER IN USE.

b. CONDENSER WATER

1. ISOLATE THE CDWS HEADER IN THE PUMP HOUSE. DRAIN THE HEADER AND INSTALL A LINE SIZE ISOLATION VALVE AT THE END.

2. INSTALL THE PIPING MAINS BETWEEN THE TOWERS AND THE PLANT.

3. IN THE CENTRAL PLANT, DEMOLISH THE EXISTING CDWS AND CDWR HEADER PER THE FLOOR PLAN AND CONNECT TO THE NEW CDWS AND CDWR LINE.

4. CONNECT THE CDW LINES AT THE TOWERS.

5. DEMO THE EXISTING LINES ONCE THEY ARE NO LONGER IN USE.

BUILDING 7

BUILDING 8

BUILDING 9

BUILDING 2

BUILDING 1

BUILDING 120

BUILDING 117

BUILDING 105BUILDING 3

BUILDING 4

BUILDING 5

BUILDING 6

BUILDING 118

BUILDING 107

BUILDING 116

EASTVIEW DRIVE

EA

ST

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AI

N

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ET

EASTVIEW DRIVE

BO

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NORTHVIEW DRIVE

VETERANS CIRCLE

#1

#2

#3

#4

#5

#6

#7

#8

BUILDING 106

BUILDING 16

BOILER PLANT

CANOPYPAINT

SHOP

BUILDING 15

MAINT.

OPERATIONS

BUILDING 13

MAINT.

OPERATIONS

BUILDING 12

MAINT.

OPERATIONS

BUILDING 11

PAVILION

BUILDING 112

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

EXISTING CONDITIONS

C-001

NOTES :

1. UNDERGROUND UTILITIES AND PIPING SYSTEMS SHOWN

ARE FROM ABOVE GROUND EVIDENCE, AND ARE

APPROXIMATE ONLY PER TOPOGRAPHIC SURVEY BY

HONOR ENGINEERING. NO EXCAVATION PERFORMED

THIS SURVEY. CONTACT ALL UTILITY OWNERS PRIOR TO

ANY EXCAVATION.

LEGEND

CONTROL POINT TABLE

BENCHMARK NORTHING EASTING ELEVATION DESCRIPTION

1 576559.78 1856451.59 568.42 IRON PIN

2 576328.50 1856098.28 579.06 IRON PIN

3 576140.00 1856008.80 582.67 MAGNAIL

4 575797.18 1856300.89 586.32 IRON PIN

5 575688.80 1856083.70 587.83 IRON PIN

6 575318.45 1856542.38 588.84 IRON PIN

7 575582.96 1856676.99 585.39 IRON PIN

8 575675.24 1856822.27 584.39 IRON PIN

BUILDING 9

BUILDING 2

BUILDING 1

BUILDING 120

BUILDING 117

BUILDING 105BUILDING 3

BUILDING 4

BUILDING 5

BUILDING 6

BUILDING 118

BUILDING 107

BUILDING 116

EASTVIEW DRIVE

EA

ST

M

AI

N

ST

RE

ET

EASTVIEW DRIVE

BO

IL

ER

P

LA

NT

R

OA

D

VE

TE

RA

NS

C

IR

CL

E

NORTHVIEW DRIVE

VETERANS CIRCLE

#1

#2

#3

#4

#5

#6

#7

#8

BUILDING 106

BUILDING 16

BOILER PLANT

CANOPYPAINT

SHOP

BUILDING 15

MAINT.

OPERATIONS

BUILDING 13

MAINT.

OPERATIONS

BUILDING 12

MAINT.

OPERATIONS

BUILDING 11

BUILDING 17

PAVILION

BUILDING 10

AREA 1

AREA 2

AREA 3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

OVERVIEW DEMOLITION PLAN

CD-002

DEMOLITION NOTES:

1. ALL DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE DESIGNATED.

CONTRACTOR TO DISPOSE OF THE MATERIAL OFF THE OWNER'S PROPERTY TO A PROPER AND APPROVED LANDFILL AT NO

ADDITIONAL COST.

2. ALL PAVEMENT, BASE COURSES, SIDEWALKS, CURBS, BUILDING FOUNDATIONS, ETC., IN THE AREA TO BE DEMOLISHED

SHALL BE REMOVED TO SUBGRADE.

3. ALL ITEMS OF CONSTRUCTION REMAINING AND NOT SPECIFICALLY MENTIONED THAT INTERFERE WITH THE NEW

CONSTRUCTION SHALL BE REMOVED AS DIRECTED BY THE COR.

4. CONTRACTOR SHALL PROVIDE PROTECTION TO ALL PAVEMENT, CURB & GUTTER, SIDEWALKS, TREES, UTILITIES, AND STRUCTURES THAT ARE TO REMAIN. CONTRACTOR SHALL REPAIR ALL DAMAGE AT NO ADDITIONAL COST TO THE

DEPARTMENT OF VETERAN AFFAIRS..

5. CAVITIES LEFT BY STRUCTURE REMOVAL SHALL BE BACKFILLED WITH CRUSHED STONE AND COMPACTED. SEE EARTHWORK

SPECIFICATION.

6. THE CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES AND OBTAIN ALL PERMITS PRIOR TO BEGINNING WORK.

7. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, TAKE CARE TO PROTECT UTILITIES

THAT ARE TO REMAIN, AND REPAIR CONTRACTOR CAUSED DAMAGES ACCORDING TO LOCAL STANDARDS AT THE

CONTRACTOR'S EXPENSE.

8. COORDINATE ALL DEMOLITION WITH THE APPROPRIATE UTILITY COMPANY AND THE DEPARTMENT OF VETERAN AFFAIRS PRIOR TO PERFORMING THE WORK AND OBTAIN APPROVAL TO ENSURE MINIMAL INTERRUPTIONS IN SERVICE TO EXISTING

FACILITIES.

9. ANY HAZARDOUS MATERIALS ON-SITE MUST BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL

AGENCIES HAVING JURISDICTION. COORDINATE DISPOSAL WITH THE COR.

10. EROSION CONTROL SHALL BE INSTALLED AS NECESSARY DURING DEMOLITION OPERATIONS TO ENSURE THAT ANY SEDIMENT TRANSPORT AND RUNOFF THAT DOES OCCUR WILL REMAIN ON-SITE OR BE MINIMIZED.

11. ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS.

12. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN THE RIGHT-OF-WAY

PRIOR TO EXCAVATION. CONTACT TENNESSEE 811 AND LOCATE ALL UTILITIES PRIOR TO COMMENCING DEMOLITION OPERATIONS. ANY UTILITIES NOT AFFILIATED WITH TENNESSEE 811 MUST BE CONTACTED DIRECTLY.

13. SITE DEMOLITION DRAWINGS ARE INTENDED TO GENERALLY SHOW THE DEMOLITION NECESSARY TO COMPLETE THE NEW WORK. THE CONTRACTOR SHALL REVIEW ALL DOCUMENTS AND VISIT AND OBSERVE THE SITE PRIOR TO SUBMITTING HIS BID, AND SHALL INCLUDE IN HIS BID ALL WORK NECESSARY TO ACCOMPLISH THE NEW WORK, WHETHER OR NOT SHOWN ON

THESE DEMOLITION DRAWINGS.

14. ALL TREES ARE TO REMAIN UNLESS SPECIFICALLY NOTED OTHERWISE. CONSULT WITH THE DEPARTMENT OF VETERAN

AFFAIRS AND DESIGN TEAM BEFORE REMOVING ANY TREES NOT NOTED ON THIS PLAN.

15. REFER TO UTILITY PLAN FOR RELOCATION OF UTILITIES.

16. FOR CONCRETE REMOVAL, REMOVE TO THE NEAREST CONSTRUCTION JOINT. PROVIDE A CLEAN SAW CUT JOINT TO ALL

EXISTING EDGES OF CONCRETE TO REMAIN.

17. ALL PAVING, FENCING, REGULAR STRIPING, ADA STRIPING, ADA PARKING PAVEMENT SYMBOLS, WHEEL STOPS, AND STORM

INFRASTRUCTURE TO BE RESTORED AFTER CONSTRUCTION PER DETAILS PROVIDED ON SHEET C-400.

18. ALL CONFLICTING UNDERGROUND ELECTRIC AND COMMUNICATION LINES TO BE REROUTED AROUND OR ABOVE/BELOW

PROPOSED CHILLED WATER LINE VALVE VAULTS.

19. PROJECT IS BEING DESIGNED CONCURRENTLY WITH VA STEAM DISTRIBUTION UPGRADES AND AREAS OF COORDINATION

HAVE BEEN ESTABLISHED IN THESE DOCUMENTS. CONTRACTOR SHOULD REFER TO THOSE CONSTRUCTION DOCUMENTS

FOR FIELD-COORDINATION PURPOSES TO ALLOW FOR PIPING RIGHT-OF-WAY ALLOWANCES.

20.

LEGEND

CONCRETE SIDEWALK REMOVAL & REPLACEMENT

BUILDING CONFLICT (ROUTE THRU)

ASPHALT PAVING REMOVAL & REPLACEMENT

BUILDING 120

BUILDING 3

BUILDING 4

BO

IL

ER

P

LA

NT

R

OA

D

VE

TE

RA

NS

C

IR

CL

E

NORTHVIEW DRIVE

#2

#3

BUILDING 11

BUILDING 17

PAVILION

BUILDING 10

AR

EA

M

AT

C H

LI

N

E

AR

EA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

DEMOLITION PLAN - AREA 1

CD-003

DEMOLITION PLAN KEY

CONCRETE SIDEWALK REMOVAL & REPLACEMENT

BUILDING CONFLICT (ROUTE THRU)

ASPHALT PAVING REMOVAL & REPLACEMENT

KEY DESCRIPTION

A

B

C

D

E REMOVE AND REPLACE SIGN

REMOVE TREE

F REMOVE CONCRETE CURB AND GUTTER

G PROTECT WATER VALVE

H PLACE TREE PROTECTION FENCE AROUND EXISTING TREES

I TREE TO REMAIN IF ROOT SYSTEM IS NOT COMPROMISED

J RAMP REMOVAL AND REPLACEMENT

K

CONTRACTOR TO FIELD VERIFY EXISTING CHILLED WATER LINES ARE

LOCATED WHERE PROPOSED CHILLED WATER LINES ARE TO BE INSTALLED.

IF SO, NEW CHILLED WATER LINES CAN BE INSTALLED WHEN EXISTING

CHILLED WATER LINES ARE NOT BEING USED DEPENDING ON THE TIME OF

YEAR PER VA UTILITY SERVICES SCHEDULE.

L REMOVE AND REPLACE FENCE

BUILDING 9

BUILDING 2

BUILDING 1

BUILDING 120

BUILDING 117

BUILDING 105BUILDING 3

BUILDING 5

VETERANS CIRCLE

#4

#5

PAVILION

AR

EA

AREA 3

M

AT

C H

LI

N

E

AR

EA

MATCHLINE AREA 2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

DEMOLITION PLAN - AREA 2

CD-004

DEMOLITION PLAN KEY

CONCRETE SIDEWALK REMOVAL & REPLACEMENT

BUILDING CONFLICT (ROUTE THRU)

ASPHALT PAVING REMOVAL & REPLACEMENT

KEY DESCRIPTION

A

B

C

D

E REMOVE SIGN

REMOVE TREE

F REMOVE CONCRETE CURB AND GUTTER

G PROTECT WATER VALVE

H PLACE TREE PROTECTION FENCE AROUND EXISTING TREES

I TREE TO REMAIN IF ROOT SYSTEM IS NOT COMPROMISED

J RELOCATE SWING

K

CONTRACTOR TO FIELD VERIFY EXISTING CHILLED WATER LINES ARE

LOCATED WHERE PROPOSED CHILLED WATER LINES ARE TO BE INSTALLED.

IF SO, NEW CHILLED WATER LINES CAN BE INSTALLED WHEN EXISTING

CHILLED WATER LINES ARE NOT BEING USED DEPENDING ON THE TIME OF

BUILDING 5

BUILDING 6

BUILDING 118

BUILDING 107

BUILDING 116

EASTVIEW DRIVE

EA

ST

M

AI

N

ST

RE

ET

#4

#6

#7

#8

MATCHLINE AREA 2

MATCHLINE AREA 3

MATCHLINE AREA 1

MATCHLINE AREA 3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

DEMOLITION PLAN - AREA 3

CD-005

DEMOLITION PLAN KEY

CONCRETE SIDEWALK REMOVAL & REPLACEMENT

BUILDING CONFLICT (ROUTE THRU)

ASPHALT PAVING REMOVAL & REPLACEMENT

KEY DESCRIPTION

A

B

C

D

E REMOVE SIGN

REMOVE TREE

F REMOVE CONCRETE CURB AND GUTTER

G PROTECT WATER VALVE

H PLACE TREE PROTECTION FENCE AROUND EXISTING TREES

I TREE TO REMAIN IF ROOT SYSTEM IS NOT COMPROMISED

J RELOCATE SWING

K

CONTRACTOR TO FIELD VERIFY EXISTING CHILLED WATER LINES ARE

LOCATED WHERE PROPOSED CHILLED WATER LINES ARE TO BE INSTALLED.

IF SO, NEW CHILLED WATER LINES CAN BE INSTALLED WHEN EXISTING

CHILLED WATER LINES ARE NOT BEING USED DEPENDING ON THE TIME OF

BUILDING 9

BUILDING 2

BUILDING 1

BUILDING 120

BUILDING 117

BUILDING 105BUILDING 3

BUILDING 4

BUILDING 5

BUILDING 6

BUILDING 118

BUILDING 107

BUILDING 116

EASTVIEW DRIVE

EA

ST

M

AI

N

ST

RE

ET

EASTVIEW DRIVE

BO

IL

ER

P

LA

NT

R

OA

D

VE

TE

RA

NS

C

IR

CL

E

NORTHVIEW DRIVE

VETERANS CIRCLE

#1

#2

#3

#4

#5

#6

#7

#8

BUILDING 106

BUILDING 16

BOILER PLANT

CANOPYPAINT

SHOP

BUILDING 15

MAINT.

OPERATIONS

BUILDING 13

MAINT.

OPERATIONS

BUILDING 12

MAINT.

OPERATIONS

BUILDING 11

BUILDING 17

PAVILION

BUILDING 10

AREA 1

AREA 2

AREA 3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

OVERVIEW EROSION CONTROL

PLAN

C-100

EROSION CONTROL NOTES:

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE REGULATIONS OF THE DEPARTMENT OF VETERAN AFFAIRS AND

THE STATE OF TENNESSEE.

2. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED FROM ALL GOVERNING

AUTHORITIES.

3. THE CONTRACTOR SHALL STRICTLY ADHERE TO THESE EROSION CONTROL PLANS AND THE STORM WATER POLLUTION

PREVENTION PLAN (SWPPP) DURING CONSTRUCTION.

4. NO LAND DISTURBING ACTIVITIES SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES HAVE

BEEN INSTALLED.

5. ALL EXPOSED AREAS SHALL BE PLANTED WITHIN 14 DAYS OF FINAL GRADING.

6. SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, THE SITE SHALL BE SEEDED AS SPECIFIED (TEMPORARY SEEDING, MULCHING, OR TRACKING).

7. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR AT LEAST ONCE EVERY SEVEN (7)

DAYS AND AFTER EVERY 0.5 INCH RAIN.

8. THESE PLANS SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE SITE CONTRACTOR SHALL TAKE ALL NECESSARY

PRECAUTIONS TO PREVENT SOIL AND SEDIMENT FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ONSITE INSPECTIONS BY THE SITE CONTRACTOR.

9. THE CONTRACTOR, AND THEIR SUB-CONTRACTORS, SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ESTABLISHMENT OF PERMANENT SOIL STABILIZATION.

11. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE PROJECT DOCUMENTS.

12. WHEN INSTALLING CHILLED WATER LINES IN PAVED AREAS, PAVEMENT SHALL BE CLEANED OFTEN TO PREVENT VEHICLE

SEDIMENT TRACKING THROUGHOUT THE SITE.

13. ALL STOCKPILES SHALL BE LOCATED ON THESE PLANS WHEN PLACED. STOCKPILES SHALL BE SURROUNDED BY SILT FENCE. IF

STOCKPILES ARE NOT USED FOR 14 DAYS OR MORE, TEMPORARY STABILIZATION THROUGH SEED AND/OR MULCH SHALL BE

APPLIED.

14. ALL SANITARY WASTE FACILITIES, FUEL STORAGE INCLUDING SECONDARY CONTAINMENT, AND CONCRETE WASH OUT AREAS

SHALL BE LOCATED ON THESE PLANS WHEN PLACED ON SITE.

15. EXCAVATING CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE CONCRETE WASHOUT ONCE ALL CONCRETE WORK

ON SITE IS COMPLETE.

16. STABILIZE EARTHEN EMBANKMENTS IMMEDIATELY WITH TEMPORARY OR PERMANENT VEGETATION IN ACCORDANCE WITH

REQUIREMENTS OF THE TENNESSEE BMP MANUAL FOR CONSTRUCTION ACTIVITIES.

17. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED TO ENSURE CONTINUED PERFORMANCE OF THEIR

INTENDED FUNCTION.

18. ALL EROSION CONTROL MEASURES ARE DESIGNED FOR THE TWO YEAR - 24 HOUR STORM EVENT.

19. EROSION CONTROL/CONSTRUCTION PHASING SHOWN ON THESE PLANS REPRESENTS THE OPINION OF THE ENGINEER AND IS

NOT INTENDED TO BE A SCHEDULE OR COMPREHENSIVE LIST OF EVENTS. ALL MEASURES MAY NOT BE LISTED AND THOSE LISTED MAY NOT ALL BE REQUIRED. THE CONTRACTOR SHOULD USE DISCRETION TO EVALUATE THE CONSTRUCTION SCOPE AND DETERMINE THE BEST SEQUENCE OF CONSTRUCTION UTILIZING APPROPRIATE SEDIMENT AND EROSION CONTROL

METHODS.

20. PROJECT IS BEING DESIGNED CONCURRENTLY WITH VA STEAM DISTRIBUTION UPGRADES AND AREAS OF COORDINATION HAVE BEEN ESTABLISHED IN THESE DOCUMENTS. CONTRACTOR SHOULD REFER TO THOSE CONSTRUCTION DOCUMENTS FOR

FIELD-COORDINATION PURPOSES TO ALLOW FOR PIPING RIGHT-OF-WAY ALLOWANCES.

EROSION CONTROL/CONSTRUCTION PHASING:

A. CONTRACTOR TO OBTAIN ALL PERMITS AND PERMISSIONS REQUIRED BY TENNESSEE DEPARTMENT OF ENVIRONMENTAL

CONSERVATION (TDEC) .

B. CONSTRUCTION SHALL NOT COMMENCE UNTIL APPROVAL BY ALL GOVERNING AUTHORITIES IS OBTAINED.

C. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE SEDIMENT IS NOT TRACKED ONTO ADJACENT PAVED AREAS.

ADJACENT PAVED AREAS TO BE INSPECTED AT THE END OF EACH WORKING DAY AND ANY SEDIMENT SHALL BE

REMOVED BY THE CONTRACTOR IMMEDIATELY.

D. INSTALL PERIMETER EROSION CONTROL MEASURES, INCLUDING SILT FENCE AND INLET PROTECTION.

E. BEGIN CLEARING AND GRUBBING OPERATIONS. CLEARING AND GRUBBING SHALL BE DONE IN AREAS WHERE

EARTHWORK WILL BE PERFORMED AND ONLY IN AREAS WHERE CONSTRUCTION IS PLANNED TO COMMENCE WITHIN 14

DAYS AFTER CLEARING AND GRUBBING.

F. COMMENCE SITE DEMOLTIION.

G. SEED AND PROTECT EMBANKMENTS FOLLOWING INSTALLATION.

H. INSTALL PROPOSED CHILLED WATER LINES. REPLACE PAVING AND CURBS AS SOON AS POSSIBLE AFTER CONSTRUCTION

COMPLETION IN THE AREA.

I. INLET PROTECTION SHALL BE REPLACED AFTER PAVING OPERATIONS AT ALL INLETS AND BE MAINTAINED UNTIL

CONTRIBUTING AREAS ACHIEVE FINAL STABILIZATION AND/OR ALL POLLUTANT SOURCES ARE ELIMINATED.

J. CARRY OUT FINAL GRADING, SEEDING AND PLANTING IN ALL AREAS. ALL DISTURBED AREAS SHALL BE SEEDED UNLESS

OTHERWISE SPECIFIED WITHIN THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS. AREAS 6:1 AND STEEPER SHALL BE MULCH PROTECTED, WHICH IS TO BE MAINTAINED UNTIL VEGETATION IS THOROUGHLY ESTABLISHED. AREAS

STEEPER THAN 3:1 SHALL RECEIVE EROSION CONTROL BLANKET UNLESS OTHERWISE NOTED.

K. FINAL REMOVAL OF EROSION CONTROL MEASURES MAY ONLY OCCUR ONCE ALL PAVING IS COMPLETED AND ALL

EXPOSED SURFACES ARE STABILIZED.

L. WHEN FINAL STABILIZATION IS COMPLETE, CONTRACTOR TO COORDINATE WITH ENGINEER AND TENNESSEE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (TDEC) TO FILE A NOTICE OF TERMINATION AND ANY OTHER ITEMS

NECESSARY FOR FINAL STABILIZATION.

LEGEND

CHILLED WATER RETURN

PROP. SILT FENCE

CHILLED WATER SERVICE

PROP. INLET PROTECTION

EXISTING U.G. TELEPHONE

EXISTING U.G. ELECTRIC

EXISTING WATERLINE

EXISTING STEAM LINE

EXISTING SANITARY

EXISTING CHILLED WATER

EXISTING STORM LINE

PROP. PIPE INLET PROTECTION

BUILDING 4

BO

IL

ER

P

LA

NT

R

OA

D

VE

TE

RA

NS

C

IR

CL

E

NORTHVIEW DRIVE

#2

#3

BUILDING 11

BUILDING 17

PAVILION

BUILDING 10

M

AT

C H

LI

N

E

AR

EA

M

AT

C H

LI

N

E

AR

EA

113 L.F.

SILT FENCE

52 L.F.

SILT FENCE

INLET PROTECTION (TYP.)

67 L.F.

SILT FENCE

8 L.F.

SILT FENCE

10 L.F.

SILT FENCE

INLET PROTECTION (TYP.)

134 L.F.

SILT FENCE

34 L.F.

SILT FENCE

32 L.F.

SILT FENCE

193 L.F.

SILT FENCE

INLET PROTECTION (TYP.)

60 L.F.

SILT FENCE

223 L.F.

SILT FENCE

31 L.F.

SILT FENCE

134 L.F.

SILT FENCE

PIPE INLET PROTECTION (TYP.)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

EROSION CONTROL PLAN -

AREA 1

C-101

LEGEND

CHILLED WATER RETURN

PROP. SILT FENCE

CHILLED WATER SERVICE

PROP. INLET PROTECTION

EXISTING U.G. TELEPHONE

EXISTING U.G. ELECTRIC

EXISTING WATERLINE

EXISTING STEAM LINE

EXISTING SANITARY

EXISTING CHILLED WATER

BUILDING 2

BUILDING 1

BUILDING 120

BUILDING 117

BUILDING 105BUILDING 3

BUILDING 5

VETERANS CIRCLE

#4

#5

PAVILION

M

AT

C H

LI

N

E

AR

EA

MATCHLINE AREA 3

M

AT

C H

LI

N

E

AR

EA

MATCHLINE AREA 2

MATCHLINE AREA 3

MATCHLINE AREA 1

193 L.F.

SILT FENCE

INLET PROTECTION (TYP.)

60 L.F.

SILT FENCE

223 L.F.

SILT FENCE

303 L.F.

SILT FENCE

28 L.F.

SILT FENCE

29 L.F.

SILT FENCE

78 L.F.

SILT FENCE INLET PROTECTION (TYP.)

14 L.F.

SILT FENCE

42 L.F.

SILT FENCE

39 L.F.

SILT FENCE

396 L.F.

SILT FENCE

26 L.F.

SILT FENCE

INLET PROTECTION (TYP.)

22 L.F.

SILT FENCE

INLET PROTECTION (TYP.)

249 L.F.

SILT FENCE

74 L.F.

SILT FENCE149 L.F.

SILT FENCE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

EROSION CONTROL PLAN -

AREA 2

C-102

LEGEND

CHILLED WATER RETURN

PROP. SILT FENCE

CHILLED WATER SERVICE

PROP. INLET PROTECTION

EXISTING U.G. TELEPHONE

EXISTING U.G. ELECTRIC

EXISTING WATERLINE

EXISTING STEAM LINE

EXISTING SANITARY

EXISTING CHILLED WATER

BUILDING 6

BUILDING 118

BUILDING 107

BUILDING 116

EASTVIEW DRIVE

EA

ST

M

AI

N

ST

RE

ET

#4

#6

#7

#8

MATCHLINE AREA 2

MATCHLINE AREA 3

MATCHLINE AREA 1

MATCHLINE AREA 3

223 L.F.

SILT FENCE

303 L.F.

SILT FENCE

28 L.F.

SILT FENCE

29 L.F.

SILT FENCE

78 L.F.

SILT FENCE INLET PROTECTION (TYP.)

14 L.F.

SILT FENCE

42 L.F.

SILT FENCE

39 L.F.

SILT FENCE

396 L.F.

SILT FENCE

26 L.F.

SILT FENCE

INLET PROTECTION (TYP.)

22 L.F.

SILT FENCE

142 L.F.

SILT FENCE

54 L.F.

SILT FENCE

55 L.F.

SILT FENCE

INLET PROTECTION (TYP.)

156 L.F.

SILT FENCE

41 L.F.

SILT FENCE

57 L.F.

SILT FENCE

5 L.F.

SILT FENCE

75 L.F.

SILT FENCE

INLET PROTECTION (TYP.)

INLET PROTECTION (TYP.)

97 L.F.

SILT FENCE

35 L.F.

SILT FENCE

18 L.F.

SILT FENCE

27 L.F.

SILT FENCE

24 L.F.

SILT FENCE

138 L.F.

SILT FENCE

158 L.F.

SILT FENCE

133 L.F.

SILT FENCE

81 L.F.

SILT FENCE

108 L.F.

SILT FENCE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

EROSION CONTROL PLAN -

AREA 3

C-103

LEGEND

CHILLED WATER RETURN

PROP. SILT FENCE

CHILLED WATER SERVICE

PROP. INLET PROTECTION

EXISTING U.G. TELEPHONE

EXISTING U.G. ELECTRIC

EXISTING WATERLINE

EXISTING STEAM LINE

EXISTING SANITARY

EXISTING CHILLED WATER

BUILDING 9

BUILDING 2

BUILDING 1

BUILDING 120

BUILDING 117

BUILDING 105BUILDING 3

BUILDING 4

BUILDING 5

BUILDING 6

BUILDING 118

BUILDING 107

BUILDING 116

EASTVIEW DRIVE

EA

ST

M

AI

N

ST

RE

ET

EASTVIEW DRIVE

BO

IL

ER

P

LA

NT

R

OA

D

VE

TE

RA

NS

C

IR

CL

E

NORTHVIEW DRIVE

VETERANS CIRCLE

#1

#2

#3

#4

#5

#6

#7

#8

BUILDING 106

BUILDING 16

BOILER PLANT

CANOPYPAINT

SHOP

BUILDING 15

MAINT.

OPERATIONS

BUILDING 13

MAINT.

OPERATIONS

BUILDING 12

MAINT.

OPERATIONS

BUILDING 11

BUILDING 17

PAVILION

BUILDING 10

6" CHWR

6" CHWS

6" CHWR

6" CHWS

3" CHWS

3" CHWR

6" CHWS

12" CHWS

16" CHWS

16" CHWR

8" CHWR

8" CHWS

12" CHWR

" C

HW

S

12" CHWR

6" CHWS

6" CHWR

6" CHWS

6" CHWR

12" CHWR

12" CHWS

" C

HW

S

24" CWR

4" CHWS

6" CHWR

6" CHWS

4" CHWR

6" CHWS

6" CHWR

24" CWS

24" CWS

24" CWR

6" CHWR

6" CHWS

8" CHWS

8" CHWR 8" CHWR

8" CHWS

6" CHWS

6" CHWR

3" CHWS

3" CHWR

3" CHWR

3" CHWS

4" CHWS

3" CHWS

3" CHWR

6" CHWS

6" CHWR

6" CHWS

6" CHWR

3" CHWR

3" CHWS

12" CHWS

12" CHWR

LINE-A

LINE-B

LINE-C

LINE-D

LIN

E-B

LINE-B

LINE-D

LIN

E-

D

LINE-D

LIN

E-

E

LIN

E-E

LIN

E-

F

LINE-G

LIN

E-

H

LIN

E-

I

LIN

E-

J

LIN

E-K

LIN

E-

L

12" CHWS

LINE-M

LIN

E-

N

LIN

E-O

LINE-P

LINE-P

LINE-Q

LINE-R

LINE-S

6" CHWR

10" CHWS

10" CHWR LIN

E- T

LINE-U

2" CHWR

2" CHWS

4" CHWR

LIN

E-

P

AREA 1

AREA 2

AREA 3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

OVERVIEW UTILITY PLAN

C-200

SITE UTILITY NOTES:

1. ALL CONSTRUCTION MUST CONFORM TO DEPARTMENT OF VETERANS AFFAIRS, AND STATE OF TENNESSEE STANDARDS.

2. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

3. CONTRACTOR SHALL HAVE APPROVAL OF ALL GOVERNING AGENCIES AND PROVIDERS HAVING JURISDICTION OVER THE

SYSTEM PRIOR TO INSTALLATION.

4. CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDERS AND THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO

MAKING CONNECTIONS TO THEIR SYSTEMS.

5. THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY TAP AND TIE ON FEES REQUIRED.

6. LOCATION OF EXISTING SITE UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR (TENNESSEE 811) AND AS NECESSARY BY

CONTACTING UTILITIES DIRECTLY.

7. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES DURING

CONSTRUCTION.

8. THE CONTRACTOR SHALL PROVIDE A 2-FT x 2-FT x 6-IN THICK CONCRETE APRON AROUND ALL CLEANOUTS, VALVES, AND

METERS OUTSIDE OF BUILDING.

9. ALL TRENCHING, PIPE LAYING, AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL OSHA REGULATIONS.

10. ALL PROPOSED UTILITY CROSSINGS SHALL BE VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL MAINTAIN A MINIMUM

OF 18-IN VERTICAL SEPARATION BETWEEN UTILITY CROSSINGS AT NO COST TO THE GOVERNMENT.

11. CONTRACTOR SHALL FURNISH ALL NECESSARY APPURTENANCES FOR UTILITY CONNECTIONS.

USE EXTREME CAUTION WHEN EXCAVATING UTILITIES UNDERGROUND UTILITIES. UNDERGROUND UTILITIES ILLUSTRATED ARE

APPROXIMATE AND ARE SHOWN TO ALERT CONTRACTORS TO THEIR PRESENCE. CONTRACTOR SHALL LOCATE/VERIFY UTILITIES BY HAND TOOL EXCAVATION. CONTRACTOR SHALL MARK AND MAINTAIN ALL EXISTING UTILITIES, INCLUDING OWNER'S FIBER OPTIC CABLE, FOR THE DURATION OF THE PROJECT TO MINIMIZE POTENTIAL FOR DAMAGE AND DISRUPTION

OF EXISTING SERVICES.

12. PROJECT IS BEING DESIGNED CONCURRENTLY WITH VA STEAM DISTRIBUTION UPGRADES AND AREAS OF COORDINATION HAVE BEEN ESTABLISHED IN THESE DOCUMENTS. CONTRACTOR SHOULD REFER TO THOSE CONSTRUCTION DOCUMENTS

FOR FIELD-COORDINATION PURPOSES TO ALLOW FOR PIPING RIGHT-OF-WAY ALLOWANCES.

LEGEND

CHILLED WATER RETURN

GATE VALVE

CHILLED WATER SERVICE

REDUCER

PIPE BENDS

X" CHWS

X" CHWR

EXISTING U.G. TELEPHONE

EXISTING U.G. ELECTRIC

EXISTING WATERLINE

EXISTING STEAM LINE

EXISTING SANITARY

EXISTING CHILLED WATER

BUILDING 4

BO

IL

ER

P

LA

NT

R

OA

D

VE

TE

RA

NS

C

IR

CL

E

NORTHVIEW DRIVE

#2

#3

BUILDING 11

BUILDING 17

PAVILION

BUILDING 10

6" CHWR

6" CHWS

" C

HW

S

12" CHWR

4" CHWS

4" CHWR

8" CHWR

8" CHWS

3" CHWS

3" CHWR

3" CHWR

3" CHWS

4" CHWS

3" CHWS

3" CHWR

12" CHWS

12" CHWR

LINE-A

LINE-B

LINE-C

LINE-D

LIN

E-B

LINE-B

LIN

E-

E

LINE-G

LIN

E-

H

LIN

E-

I

10" CHWS

10" CHWR

LINE-U

2" CHWR

2" CHWS

4" CHWR

M

AT

C H

LI

N

E

AR

EA

AR

EA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

UTILITY PLAN - AREA 1

C-201

LEGEND

CHILLED WATER RETURN

GATE VALVE

CHILLED WATER SERVICE

REDUCER

PIPE BENDS

X" CHWS

X" CHWR

EXISTING U.G. TELEPHONE

EXISTING U.G. ELECTRIC

EXISTING WATERLINE

EXISTING STEAM LINE

EXISTING SANITARY

EXISTING CHILLED WATER

EXISTING STORM LINE

UTILITY PLAN KEY

VALVES TO BE PLACED IN VAULT WITH LINE TEE. VALVES AND TEES ON

NEW ISOLATION VALVES AT EACH BUILDING TEE - SEE MECHANICAL PLANS

KEY DESCRIPTION

A

B

C

D

PLAN ARE OVERSIZED FOR CLARITY ON PLANS. CONTRACTOR TO

BEGIN DIRECTIONAL BORE OF WALKWAY BUILDING (COORDINATE WITH

STRUCTURAL ENGINEER FOR ANY REQUIREMENT FOR BORING

UNDERNEATH STRUCTURE).

END DIRECTIONAL BORE OF WALKWAY BUILDING (COORDINATE WITH

STRUCTURAL ENGINEER FOR ANY REQUIREMENT FOR BORING

UNDERNEATH STRUCTURE).

COORDINATE WITH DESIGN TEAM ON PLACEMENT OF VAULT WITH RESPECT

TO EXISTING UTILITIES IN THE AREA. SEE MECHANICAL PLANS FOR VAULT DETAILS.

E

PROPOSED CHILLED WATERLINES THAT REQUIRE DEMOLITION OF EXISTING

CHILLED WATERLINES MUST BE INSTALLED WHEN EXISTING CHILLED WATER

LINES ARE NOT BEING USED DEPENDING ON THE TIME OF YEAR PER VA

UTILITY SERVICE SCHEDULE.

BUILDING 2

BUILDING 1

BUILDING 120

BUILDING 117

BUILDING 105BUILDING 3

BUILDING 5

VETERANS CIRCLE

#4

#5

PAVILION

6" CHWR

6" CHWS

12" CHWS

12" CHWR

" C

HW

S

12" CHWR

12" CHWR

12" CHWS

" C

HW

S

6" CHWR

6" CHWS

8" CHWS

8" CHWR 8" CHWR

8" CHWS

6" CHWS

6" CHWR

3" CHWS

3" CHWR

6" CHWS

6" CHWR

6" CHWS

6" CHWR

12" CHWS

12" CHWR

LINE-D LINE-D

LIN

E-

D

LINE-D

LIN

E-

E

LIN

E-E

LIN

E-

F

LINE-G

LIN

E-

H

LIN

E-

I

LIN

E-

J

LIN

E-K

LIN

E-

L

12" CHWS

LINE-M

LIN

E-

N

10" CHWS

10" CHWR LIN

E- T

AR

EA

AREA 3

M

AT

C H

LI

N

E

AR

EA

MATCHLINE AREA 2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

NOT APPLICABLE

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 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

AJP - REPLACED CHILLED

WATER LOOP

MURFREEBORO CAMPUS, 3400 LEBANNON

ROAD, MURFREESBORO, TN 37129

VA #:626A4-22-211

N/A

Project Director

01.19.2024 CMM RMT

100% CONSTRUCTION

DOCUMENTS

# Revisions Date

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.aeworks.com

01/19/2024

UTILITY PLAN - AREA 2

C-202

LEGEND

CHILLED WATER RETURN

GATE VALVE

CHILLED WATER SERVICE

REDUCER

PIPE BENDS

X" CHWS

X" CHWR

EXISTING U.G. TELEPHONE

EXISTING U.G. ELECTRIC

EXISTING WATERLINE

EXISTING STEAM LINE

EXISTING SANITARY

EXISTING CHILLED WATER

EXISTING STORM LINE

UTILITY PLAN KEY

VALVES TO BE PLACED IN VAULT WITH LINE TEE. VALVES AND TEES ON

NEW ISOLATION…