36C25918R0592-017.pdf

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Upgrade Site Water Systems (VA-18-00071315)
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36C25918R0592
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36C25918R0592 Water Drawings Part3.pdf

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BLDG. 53

BLDG. 52

B L

D G

B L

D G

WALLS, ETC. BELOW

(DASHED), TYP.

EX 3/4" TO EYE

WASH BELOW

EX 3/4"CW DN

TO INT HOSE BIB

EX 1" RISER

DRAINS-DN 24"

EX 1 1/2"

EX 4"

EX 6"

EX 1/2"

EX 1/2"

EX 2"

EX 1 1/2"EX 2"

EX 2"

EX 3/4"

3/4" CW TO SUB-BASEMENT WALL HYDRANTS

EX 1"

EX 3/4"

EX 6"

EX 4"

EX 1 1/2"

EX 6"

EX 4"

EX 1 1/2"

SEE BUILDING 58 PLANS

FOR WORK IN THIS

AREA

EX 1 1/4"

EX 6"

EX 4"

EX 1 1/4"

12 21

3/4"

P-8043

PRV-4 1

PRV-1 1

PRV-6

PRV-1

NORTH

KEY PLAN:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Apogee Project #

SHEET NOTES:

SHEET KEY NOTES:

100% CONSTRUCTION

DOCUMENTS

March 29, 2018

Upgrade Site Water Systems VA #623-16-113

FULLY SPRINKLERED

Muskogee, OK

Apogee Consulting Group 1152 Kildaire Farm Rd., Suite 120 Cary, NC 27511 919-858-7420 Josh VandenEnde

17-119

53-PP101

WLF / LLPDJR

BASEMENT MEZZANINE PLUMBING

PLAN

1. CONNECT NEW PIPING TO EXISTING. FIELD

VERIFY EXACT LOCATION AND SIZE OF PIPE

PRIOR TO START OF NEW WORK.

2. SEE EQUIPMENT SCHEDULE ON SHEET P-401

AND DETAIL 4/P-501.

3. ROUTE PIPING DOWN THRU INTERSTITIAL

FLOOR AND MOUNT NEW INSULATED PIPING

EXPOSED ON WALL. SEE DETAIL 4 / P-502 FOR

ADDITIONAL INFORMATION.

1. THE ENTIRE PLUMBING SYSTEM SHALL

CONFORM WITH ALL VA STANDARDS.

2. COORDINATE WORKING HOURS ALLOWED

WITH VA COR AS INSTRUCTED IN GENERAL

REQUIREMENTS.

3. THE CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS PRIOR TO CUTTING

EXISTING WALLS AND FLOOR SLABS. IF

EXISTING TO REMAIN SERVICES ARE CUT /

DAMAGED, PATCH AND REPAIR THE SERVICE

AT NO ADDITIONAL COST TO THE VA.

4. CONTRACTOR SHALL REMOVE ALL EXISTING

PLUMBING SYSTEMS AND INSULATION WHERE

INDICATED AND MADE OBSOLETE BY NEW

CONSTRUCTION INCLUDING ALL PIPING,

HANGERS, SUPPORTS AND ACCESSORIES.

REFERENCE ALL DRAWINGS AND

SPECIFICATIONS AND FIELD VERIFY ALL

EXISTING CONDITIONS PRIOR TO START OF

WORK.

5. ALL EXISTING PIPING SHOWN ON THE

DOCUMENTS ARE FROM EXISTING

DRAWINGS AND FIELD OBSERVATIONS. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFYING THE EXACT LOCATION, SIZE AND

ELEVATION OF ALL EXISTING PIPING PRIOR

TO START OF NEW WORK.

6. THESE PLANS ARE DIAGRAMMATIC.

CONTRACTOR SHALL PROVIDE ALL

NECESSARY OFFSET, TEES, ELBOWS, ETC

FOR A COMPLETE WORKING PLUMBING

SYSTEM. PROVIDE SUBMITTAL TO COR FOR

APPROVAL

EX 1 1/4"

EX 3/4"

EX 1 1/4"

EX 3/4"

EX 1 1/2"

EX 3/4"

EX 1 1/4"

EX 1"

EX 1"

EX 1 1/2"

EX 1/2"

EX 1/2"

EX 1 1/2"

EX 3/4"

EX 3/4"

EX 1/2"-DN

EX 1-1/4"-DN

EX 6" VENT RISER

EX 6" SOIL RISER

EX 6" RD RISER

EX 1/2"-DN

EX 1 1/4"-DN

EX 1/2"

EX 6" VENT RISER

EX 6" SOIL RISER

EX 6" RD RISER

EX 1/2"-DN

BLDG. 52

B L

D G

W

E S

T

B L

D G

BLDG. 53 EAST

BLDG. 53 WEST

B L

D G

B L

D G

E

A S

T

BLDG. 60

BLDG. 53 WEST

BLDG. 53 EAST

WALLS, ETC. BELOW

(DASHED), TYP.

EX DHWR BALANCING VALVE

EX 2"

EX 1 1/2"

1 1/2"

2"

EX 1 1/4"

EX (3")FD

EX 3"

5 6

NORTH

KEY PLAN:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Apogee Project #

SHEET NOTES:

SHEET KEY NOTES:

100% CONSTRUCTION

DOCUMENTS

March 29, 2018

Upgrade Site Water Systems VA #623-16-113

FULLY SPRINKLERED

Muskogee, OK

Apogee Consulting Group 1152 Kildaire Farm Rd., Suite 120 Cary, NC 27511 919-858-7420 Josh VandenEnde

17-119

53-PP121

WLF / LLPDJR

SECOND FLOOR INTERSTITIAL

PLUMBING PLAN - WEST HALF

1. CONNECT NEW PIPING TO EXISTING. FIELD

VERIFY EXACT LOCATION AND SIZE OF PIPE

PRIOR TO START OF NEW WORK.

2. SEE EQUIPMENT SCHEDULE ON SHEET P-401

AND DETAIL 4 / P-501.

3. SEE EQUIPMENT SCHEDULE ON SHEET P-401

AND DETAIL 5 / P-501.

4. 4" SANITARY UP TO FLOOR DRAIN ON FLOOR

DRAIN ABOVE.

5. SEE EQUIPMENT SCHEDULE ON P-401 AND

DETAIL ON P-502.

6. NEW 4" DRAIN STANDPIPE IN MECHANICAL

ROOM OFF OF SANITARY RISER. TIE 2" VENT

INTO VENT RISER.

1. THE ENTIRE PLUMBING SYSTEM SHALL

CONFORM WITH ALL VA STANDARDS.

2. COORDINATE WORKING HOURS ALLOWED

WITH VA COR AS INSTRUCTED IN GENERAL

REQUIREMENTS.

3. THE CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS PRIOR TO CUTTING

EXISTING WALLS AND FLOOR SLABS. IF

EXISTING TO REMAIN SERVICES ARE CUT /

DAMAGED, PATCH AND REPAIR THE SERVICE

AT NO ADDITIONAL COST TO THE VA.

4. CONTRACTOR SHALL REMOVE ALL EXISTING

PLUMBING SYSTEMS AND INSULATION WHERE

INDICATED AND MADE OBSOLETE BY NEW

CONSTRUCTION INCLUDING ALL PIPING,

HANGERS, SUPPORTS AND ACCESSORIES.

REFERENCE ALL DRAWINGS AND

SPECIFICATIONS AND FIELD VERIFY ALL

EXISTING CONDITIONS PRIOR TO START OF

WORK.

5. ALL EXISTING PIPING SHOWN ON THE

DOCUMENTS ARE FROM EXISTING

DRAWINGS AND FIELD OBSERVATIONS. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFYING THE EXACT LOCATION, SIZE AND

ELEVATION OF ALL EXISTING PIPING PRIOR

TO START OF NEW WORK.

6. THESE PLANS ARE DIAGRAMMATIC.

CONTRACTOR SHALL PROVIDE ALL

NECESSARY OFFSET, TEES, ELBOWS, ETC

FOR A COMPLETE WORKING PLUMBING

EX 53-PRV-1-1

EX 53-PRV-1-2

EX 1"

EX 1"

EX 3/4"

EX 3/4"

EX 1/2"-DN

EX 1/2"-DN

EX 1/2"-DN

EX 1/2"-DN

EX 1/2"

EX 1/2"

EX 1/2"-DN

EX 1/2"-DN

EX 1/2"-DN

EX 3/4"-DN

EX 1 1/2"-DN

EX 1"-DN

EX 1 1/2"

EX 1"

EX 3/4"

EX 1/2"-DN

EX 2"

EX 1 1/4"

EX 1/2"

EX 1/2"

EX 1/2"

EX 1/2"-DN

EX 1 1/4"

EX 2"

EX 1/2"

EX 1 1/4"

EX 2"

EX 1"

EX 1 1/2"-DN

EX 3"FD

EX 3/4"-DN

EX 1/2"

EX 1/2"

EX 1"

EX 1"

EX 1"

EX 1"

EX 3/4"

EX 3/4"

EX 1/2"-DN

EX 1/2"-DN

EX 3/4"

EX 3/4"

EX 1/2"-DN

EX 1/2"-DN

EX 3/4"

EX 1/2"

EX 3/4"

EX 1/2"

EX 3/4"

EX 1"

EX 1/2"-DN

EX 1/2"

EX 1 1/2"-DN

EX 1/2"-DN

EX 1 1/2"

EX 1 1/2"

EX 2"

EX 1 1/4"

EX 2"

EX 1 1/4"

EX 2"

EX 3/4"-DN

EX 3/4"-DN

EX 1/2"

EX 1/2"

EX 1/2"EX 1/2"

EX 3/4"

EX 3/4"

EX 4"

EX 4"

EX 1 1/2"-DN

EX 1/2"-DN

EX 1"

EX 3/4"

EX 1/2"-DN

EX 3/4"

EX 3/4"-DN

EX 1/2"-DN

EX 3/4"-DN EX 3/4"-DN

EX 1/2"-DN

EX 1/2"-DN

EX 8" STORM RISER

EX 6" VENT RISER

EX 6" SANITARY RISER

3" CRP VENT RISER

6" VENT STACK

6" SANITARY RISER

6" STORM RISER

6" ST-UP / 8"-DN

WALLS, ETC. BELOW

(DASHED), TYP.

BLDG. 52

BLDG. 53 EAST

BLDG. 53 WEST

BLDG. 60

BLDG. 53 WEST

BLDG. 53 EAST

B L

D G

B L

D G

W

E S

T

BLDG. 53 EAST

BLDG. 1C

B L

D G

C

B L

D G

E

A S

T

BLDG. 53 EAST

BLDG. 60

6" SANITARY RISER

6" VENT RISER

EX CW, HW & HWR RISERS

PRV-4

PRV-2

EX HWS & HWR RISERS

EX CWS & CWR RISERS

EX 3/4"

EX 2"

EX 3/4"

EX 1 1/2"

EX 1/2"CW & HW

UP TO SINK

EX 1/2"

EX 1/2"

EX 1 1/4"

1/2" 1/2"

1/2"

1/2"

1/2"

0.5 GPM

1/2"

EX 3"

EX (3")FD

BFP-4

BFP-2

1 1

6 72" V

6 74" SS 1

6" DL WITH DRAIN VALVES

P-418F

P-418F

P-418F

EX 3/4"

EX 3/4"

P-804

EX 1/2"-DN

NORTH

KEY PLAN:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Apogee Project #

SHEET NOTES:

SHEET KEY NOTES:

100% CONSTRUCTION

DOCUMENTS

March 29, 2018

Upgrade Site Water Systems VA #623-16-113

FULLY SPRINKLERED

Muskogee, OK

Apogee Consulting Group 1152 Kildaire Farm Rd., Suite 120 Cary, NC 27511 919-858-7420 Josh VandenEnde

17-119

53-PP122

WLF / LLPDJR

SECOND FLOOR INTERSTITIAL

PLUMBING PLAN - EAST HALF

1. CONNECT NEW PIPING TO EXISTING. FIELD

VERIFY EXACT LOCATION AND SIZE OF PIPE

PRIOR TO START OF NEW WORK.

2. SEE EQUIPMENT SCHEDULE ON SHEET

P-401.

3. PROVIDE BATTERY POWERED ELECTRONIC

OPERATED SENSOR FAUCET WITH TIMER

SET TO FLUSH THE PIPING ONCE A DAY FOR

5 MINUTES. SEE PLUMBING FIXTURE

SCHEDULE ON P-401 AND SPECIFICATIONS

FOR ADDITIONAL INFORMATION.

4. SEE EQUIPMENT SCHEDULE ON P-401 AND

DETAIL 5 / P-501.

5. 4" SANITARY UP TO FLOOR DRAIN ON FLOOR

ABOVE.

6. SEE EQUIPMENT SCHEDULE ON P-401 AND

DETAIL ON P-502.

7. NEW 4" DRAIN STANDPIPE IN MECHANICAL

ROOM OFF OF SANITARY RISER. TIE 2" VENT

INTO VENT RISER.

8. PATCH CHASE TO MATCH EXISTING FIRE

RATING PAINT WALL TO MATCH EXISTING

FINISHES.

9. PROVIDE A 303 STAINLESS STEEL

BALANCING VALVE WITH INTEGRATED UNION

BODY, INLET AND OUTLET BALL VALVES.

HIGH TEMP ACTUATOR FOR SANITARY

FLUSHING PROCESS DURING LEGIONELLA

DISINFECTION. LOW-TEMP ACTUATOR TO BE

SET AT 130°F.

1. THE ENTIRE PLUMBING SYSTEM SHALL

CONFORM WITH ALL VA STANDARDS.

2. COORDINATE WORKING HOURS ALLOWED

WITH VA COR AS INSTRUCTED IN GENERAL

REQUIREMENTS.

3. THE CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS PRIOR TO CUTTING

EXISTING WALLS AND FLOOR SLABS. IF

EXISTING TO REMAIN SERVICES ARE CUT /

DAMAGED, PATCH AND REPAIR THE SERVICE

AT NO ADDITIONAL COST TO THE VA.

4. CONTRACTOR SHALL REMOVE ALL EXISTING

PLUMBING SYSTEMS AND INSULATION WHERE

INDICATED AND MADE OBSOLETE BY NEW

CONSTRUCTION INCLUDING ALL PIPING,

HANGERS, SUPPORTS AND ACCESSORIES.

REFERENCE ALL DRAWINGS AND

SPECIFICATIONS AND FIELD VERIFY ALL

EXISTING CONDITIONS PRIOR TO START OF

WORK.

5. ALL EXISTING PIPING SHOWN ON THE

DOCUMENTS ARE FROM EXISTING

DRAWINGS AND FIELD OBSERVATIONS. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFYING THE EXACT LOCATION, SIZE AND

ELEVATION OF ALL EXISTING PIPING PRIOR

TO START OF NEW WORK.

6. THESE PLANS ARE DIAGRAMMATIC.

CONTRACTOR SHALL PROVIDE ALL

NECESSARY OFFSET, TEES, ELBOWS, ETC

FOR A COMPLETE WORKING PLUMBING

BLDG. 53 WEST

BLDG. 53 EAST

BLDG. 53 WEST

BLDG. 53 EAST

BLDG. 53 WEST

BLDG. 53 EAST

WALLS, ETC. BELOW

(DASHED), TYP.

EX 1 1/2"

EX CW 1/2"-UP TO

DIALYSIS BFP

ON FLOOR ABOVE

BFP-3

BFP-4

PRV-4

PRV-3

1 1/2"

2"

1/2"

1/2"

1/2" 1/2"

1/2"

1/2"

6 74" SS

6 72" V

NORTH

KEY PLAN:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Apogee Project #

SHEET NOTES:

SHEET KEY NOTES:

100% CONSTRUCTION

DOCUMENTS

March 29, 2018

Upgrade Site Water Systems VA #623-16-113

FULLY SPRINKLERED

Muskogee, OK

Apogee Consulting Group 1152 Kildaire Farm Rd., Suite 120 Cary, NC 27511 919-858-7420 Josh VandenEnde

17-119

53-PP131

WLF / LLPDJR

THIRD FLOOR INTERSTITIAL

PLUMBING PLAN - WEST HALF

1. THE ENTIRE PLUMBING SYSTEM SHALL

CONFORM WITH ALL VA STANDARDS.

2. COORDINATE WORKING HOURS ALLOWED

WITH VA COR AS INSTRUCTED IN GENERAL

REQUIREMENTS.

3. THE CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS PRIOR TO CUTTING

EXISTING WALLS AND FLOOR SLABS. IF

EXISTING TO REMAIN SERVICES ARE CUT /

DAMAGED, PATCH AND REPAIR THE SERVICE

AT NO ADDITIONAL COST TO THE VA.

4. CONTRACTOR SHALL REMOVE ALL EXISTING

PLUMBING SYSTEMS AND INSULATION WHERE

INDICATED AND MADE OBSOLETE BY NEW

CONSTRUCTION INCLUDING ALL PIPING,

HANGERS, SUPPORTS AND ACCESSORIES.

REFERENCE ALL DRAWINGS AND

SPECIFICATIONS AND FIELD VERIFY ALL

EXISTING CONDITIONS PRIOR TO START OF

WORK.

5. ALL EXISTING PIPING SHOWN ON THE

DOCUMENTS ARE FROM EXISTING

DRAWINGS AND FIELD OBSERVATIONS. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFYING THE EXACT LOCATION, SIZE AND

ELEVATION OF ALL EXISTING PIPING PRIOR

TO START OF NEW WORK.

6. THESE PLANS ARE DIAGRAMMATIC.

CONTRACTOR SHALL PROVIDE ALL

NECESSARY OFFSET, TEES, ELBOWS, ETC

FOR A COMPLETE WORKING PLUMBING

SYSTEM. PROVIDE SUBMITTAL TO COR FOR

APPROVAL

1. CONNECT NEW PIPING TO EXISTING. FIELD

VERIFY EXACT LOCATION AND SIZE OF PIPE

PRIOR TO START OF NEW WORK.

2. SEE EQUIPMENT SCHEDULE ON SHEET P-401.

3. PROVIDE BATTERY POWERED ELECTRONIC

OPERATED SENSOR FAUCET WITH TIMER SET

TO FLUSH THE PIPING ONCE A DAY FOR 5

MINUTES. SEE PLUMBING FIXTURE SCHEDULE

ON P-401 AND SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

4. SEE EQUIPMENT SCHEDULE ON P-401 AND

DETAIL 5 / P-501.

5. EX 4" SANITARY UP TO FLOOR DRAIN ON

FLOOR ABOVE.

6. NEW 4" DRAIN STANDPIPE IN MECHANICAL

ROOM OFF OF SANITARY RISER. TIE 2" VENT

INTO VENT RISER.

7. SEE EQUIPMENT SCHEDULE ON P-401 AND

DETAIL ON P-502.

9. PROVIDE A 303 STAINLESS STEEL BALANCING

VALVE WITH INTEGRATED UNION BODY, INLET

AND OUTLET BALL VALVES. HIGH TEMP

ACTUATOR FOR SANITARY FLUSHING

PROCESS DURING LEGIONELLA DISINFECTION.

LOW-TEMP ACTUATOR TO BE SET AT 130°F.

BLDG. 53 WEST

BLDG. 53 EAST

BLDG. 53 WEST

BLDG. 53 EAST

BLDG. 53 EAST

BLDG. 1C

B L

D G

C

B L

D G

E

A S

T

WALLS, ETC. BELOW

(DASHED), TYP.

EX 1 1/2"

EX 1/2"

BFP-2

BFP-4

4 52" V

4 54" SS 1

NORTH

KEY PLAN:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Apogee Project #

SHEET NOTES:

SHEET KEY NOTES:

100% CONSTRUCTION

DOCUMENTS

March 29, 2018

Upgrade Site Water Systems VA #623-16-113

FULLY SPRINKLERED

Muskogee, OK

Apogee Consulting Group 1152 Kildaire Farm Rd., Suite 120 Cary, NC 27511 919-858-7420 Josh VandenEnde

17-119

53-PP132

WLF / LLPDJR

THIRD FLOOR INTERSTITIAL

PLUMBING PLAN - EAST HALF

1. THE ENTIRE PLUMBING SYSTEM SHALL

CONFORM WITH ALL VA STANDARDS.

2. COORDINATE WORKING HOURS ALLOWED

WITH VA COR AS INSTRUCTED IN GENERAL

REQUIREMENTS.

3. THE CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS PRIOR TO CUTTING

EXISTING WALLS AND FLOOR SLABS. IF

EXISTING TO REMAIN SERVICES ARE CUT /

DAMAGED, PATCH AND REPAIR THE SERVICE

AT NO ADDITIONAL COST TO THE VA.

4. CONTRACTOR SHALL REMOVE ALL EXISTING

PLUMBING SYSTEMS AND INSULATION WHERE

INDICATED AND MADE OBSOLETE BY NEW

CONSTRUCTION INCLUDING ALL PIPING,

HANGERS, SUPPORTS AND ACCESSORIES.

REFERENCE ALL DRAWINGS AND

SPECIFICATIONS AND FIELD VERIFY ALL

EXISTING CONDITIONS PRIOR TO START OF

WORK.

5. ALL EXISTING PIPING SHOWN ON THE

DOCUMENTS ARE FROM EXISTING

DRAWINGS AND FIELD OBSERVATIONS. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFYING THE EXACT LOCATION, SIZE AND

ELEVATION OF ALL EXISTING PIPING PRIOR

TO START OF NEW WORK.

6. THESE PLANS ARE DIAGRAMMATIC.

CONTRACTOR SHALL PROVIDE ALL

NECESSARY OFFSET, TEES, ELBOWS, ETC

FOR A COMPLETE WORKING PLUMBING

SYSTEM. PROVIDE SUBMITTAL TO COR FOR

APPROVAL

1. CONNECT NEW PIPING TO EXISTING. FIELD

VERIFY EXACT LOCATION AND SIZE OF PIPE

PRIOR TO START OF NEW WORK.

2. SEE EQUIPMENT SCHEDULE ON SHEET P-401

AND DETAIL 5 / P-501.

3. SEE EQUIPMENT SCHEDULE ON SHEET P-401

AND DETAIL 4 / P-501.

4. NEW 4" DRAIN STANDPIPE IN MECHANICAL

ROOM OFF OF SANITARY RISER. TIE 2" VENT

INTO VENT RISER.

5. SEE EQUIPMENT SCHEDULE ON P-401 AND

DETAIL ON P-502.

6. PROVIDE A 303 STAINLESS STEEL BALANCING

VALVE WITH INTEGRATED UNION BODY, INLET

AND OUTLET BALL VALVES. HIGH TEMP

ACTUATOR FOR SANITARY FLUSHING

PROCESS DURING LEGIONELLA DISINFECTION.

LOW-TEMP ACTUATOR TO BE SET AT 130°F.

7. SEE PLUMBING FIXTURE SCHEDULE ON SHEET

P-401 AND DETAIL 4/P-502

EX 1 1/4"

BLDG. 53 EAST

BLDG. 53 WEST

BLDG. 53 EAST

WALLS, ETC. BELOW

(DASHED), TYP.

BLDG. 53 EAST

BLDG. 53 WEST

1/2"

5 64" SS

5 62" V

5 6

NORTH

KEY PLAN:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Apogee Project #

SHEET NOTES:

SHEET KEY NOTES:

100% CONSTRUCTION

DOCUMENTS

March 29, 2018

Upgrade Site Water Systems VA #623-16-113

FULLY SPRINKLERED

Muskogee, OK

Apogee Consulting Group 1152 Kildaire Farm Rd., Suite 120 Cary, NC 27511 919-858-7420 Josh VandenEnde

17-119

53-PP141

WLF / LLPDJR

FOURTH FLOOR INTERSTITIAL

PLUMBING PLAN - WEST HALF

1. THE ENTIRE PLUMBING SYSTEM SHALL

CONFORM WITH ALL VA STANDARDS.

2. COORDINATE WORKING HOURS ALLOWED

WITH VA COR AS INSTRUCTED IN GENERAL

REQUIREMENTS.

3. THE CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS PRIOR TO CUTTING

EXISTING WALLS AND FLOOR SLABS. IF

EXISTING TO REMAIN SERVICES ARE CUT /

DAMAGED, PATCH AND REPAIR THE SERVICE

AT NO ADDITIONAL COST TO THE VA.

4. CONTRACTOR SHALL REMOVE ALL EXISTING

PLUMBING SYSTEMS AND INSULATION WHERE

INDICATED AND MADE OBSOLETE BY NEW

CONSTRUCTION INCLUDING ALL PIPING,

HANGERS, SUPPORTS AND ACCESSORIES.

REFERENCE ALL DRAWINGS AND

SPECIFICATIONS AND FIELD VERIFY ALL

EXISTING CONDITIONS PRIOR TO START OF

WORK.

5. ALL EXISTING PIPING SHOWN ON THE

DOCUMENTS ARE FROM EXISTING

DRAWINGS AND FIELD OBSERVATIONS. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFYING THE EXACT LOCATION, SIZE AND

ELEVATION OF ALL EXISTING PIPING PRIOR

TO START OF NEW WORK.

6. THESE PLANS ARE DIAGRAMMATIC.

CONTRACTOR SHALL PROVIDE ALL

NECESSARY OFFSET, TEES, ELBOWS, ETC

FOR A COMPLETE WORKING PLUMBING

SYSTEM. PROVIDE SUBMITTAL TO COR FOR

APPROVAL

1. CONNECT NEW PIPING TO EXISTING. FIELD

VERIFY EXACT LOCATION AND SIZE OF PIPE

PRIOR TO START OF NEW WORK.

2. SEE EQUIPMENT SCHEDULE ON SHEET P-401

AND DETAIL ON P-501.

3. PROVIDE BATTERY POWERED ELECTRONIC

OPERATED SENSOR FAUCET WITH TIMER SET

TO FLUSH THE PIPING ONCE A DAY FOR 5

MINUTES. SEE PLUMBING FIXTURE SCHEDULE

ON P-401 AND SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

4. 4" SANITARY UP TO NEW FLOOR DRAIN ON

FLOOR ABOVE.

5. SEE EQUIPMENT SCHEDULE ON P-401 AND

DETAIL 5 / P-502.

6. NEW 4" DRAIN STANDPIPE IN MECHANICAL

ROOM OFF OF SANITARY RISER. TIE 2" VENT

INTO VENT RISER.

7. PROVIDE A 303 STAINLESS STEEL BALANCING

VALVE WITH INTEGRATED UNION BODY, INLET

AND OUTLET BALL VALVES. HIGH TEMP

ACTUATOR FOR SANITARY FLUSHING

PROCESS DURING LEGIONELLA DISINFECTION.

LOW-TEMP ACTUATOR TO BE SET AT 130°F.

EX 1 1/2"

EX 1/2"

EX 1/2"

EX 1/2"

EX 1/2"

EX 1/2"

EX 2"

EX 1/2"

EX 1 1/2"

EX 1 1/4"

EX 2"

EX 1 1/4"

EX 1"

EX 1 1/4"

EX 1"

EX 2"

EX 1/2"

EX 1/2"

EX 3/4"

EX 1"

EX 2"

EX 1/2"

EX 1 1/2"-DN

EX 1"

EX 1/2"

EX 3/4"

EX 1/2"

EX 3/4"

EX 1 1/4"

EX 1/2"

EX 3/4"

EX 1/2"

EX 3/4"

EX 1 1/4"

EX 1 1/4"

EX 1/2"

EX 1/2"

EX 1 1/2"

EX 3/4"

EX 1/2"

EX 2"

EX 1 1/2"

EX 1/2"

EX 1/2"

EX 1/2"

EX 1/2"

EX 1/2"

EX 1/2"

EX 1 1/2"

EX 1/2"

EX 1 1/2"

EX 2"

EX 3/4"

EX 3/4"

EX 1 1/2"

EX 2"

EX 1 1/4"

EX 3/4"

EX 1 1/4"

EX 3/4"

EX 1/2"

EX 1/2"

EX 1 1/2"

EX 2"

3" CRP VENT RISER

6" STORM RISER

6" SANITARY RISER

6" VENT RISER

EX CW, HW & HWR RISERS

6" STORM RISER

6" SANITARY RISER

6" VENT RISER

EX 1/2"

EX 1/2"

EX 1/2"

EX CW, HW &

EX 4" VENT RISER

EX 4" SP RISER

EX 1/2"

EX 1/2"

EX 1/2"

EX 1 1/4"

EX 1 1/4"

EX 1/2"

EX 1/2"

EX 1 1/2"

EX 2"

EX 1 1/2"

EX 3/4"

EX 1/2"

HWR RISERS

VALVES CLOSED

VALVES OFF

EX 2"

BFP-3

BFP-4

EX 3/4"

EX 2"

EX 1/2"

EX 1 1/4"

BLDG. 53 WEST

BLDG. 53 EAST

BLDG. 53 WEST

BLDG. 53 EAST

BLDG. 53 EAST

BLDG. 1C

B L

D G

C

B L

D G

E

A S

T

WALLS, ETC. BELOW

(DASHED), TYP.

BLDG. 53 EAST

BLDG. 53 WEST

EX 1/2"

EX 1/2"

EX 1/2"

EX 1/2"

EX 1/2"

EX 1/2"

6" SANITARY RISER

6" VENT RISER

EX HWS & HWR RISERS

EX CWS & CWR RISERS

EX 3"

EX (3")FD

EX 1 1/2"

6 5

5 6

2" V

6 54" SS 1

EX DHWR BALANCING VALVE

P-418F

P-418F

P-418F

P-418F

P-418F

P-418F

P80476

NORTH

KEY PLAN:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Apogee Project #

SHEET NOTES:

SHEET KEY NOTES:

100% CONSTRUCTION

DOCUMENTS

March 29, 2018

Upgrade Site Water Systems VA #623-16-113

FULLY SPRINKLERED

Muskogee, OK

Apogee Consulting Group 1152 Kildaire Farm Rd., Suite 120 Cary, NC 27511 919-858-7420 Josh VandenEnde

17-119

53-PP142

WLF / LLPDJR

FOURTH FLOOR INTERSTITIAL

PLUMBING PLAN - EAST HALF

1. THE ENTIRE PLUMBING SYSTEM SHALL

CONFORM WITH ALL VA STANDARDS.

2. COORDINATE WORKING HOURS ALLOWED

WITH VA COR AS INSTRUCTED IN GENERAL

REQUIREMENTS.

3. THE CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS PRIOR TO CUTTING

EXISTING WALLS AND FLOOR SLABS. IF

EXISTING TO REMAIN SERVICES ARE CUT /

DAMAGED, PATCH AND REPAIR THE SERVICE

AT NO ADDITIONAL COST TO THE VA.

4. CONTRACTOR SHALL REMOVE ALL EXISTING

PLUMBING SYSTEMS AND INSULATION WHERE

INDICATED AND MADE OBSOLETE BY NEW

CONSTRUCTION INCLUDING ALL PIPING,

HANGERS, SUPPORTS AND ACCESSORIES.

REFERENCE ALL DRAWINGS AND

SPECIFICATIONS AND FIELD VERIFY ALL

EXISTING CONDITIONS PRIOR TO START OF

WORK.

5. ALL EXISTING PIPING SHOWN ON THE

DOCUMENTS ARE FROM EXISTING

DRAWINGS AND FIELD OBSERVATIONS. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFYING THE EXACT LOCATION, SIZE AND

ELEVATION OF ALL EXISTING PIPING PRIOR

TO START OF NEW WORK.

6. THESE PLANS ARE DIAGRAMMATIC.

CONTRACTOR SHALL PROVIDE ALL

NECESSARY OFFSET, TEES, ELBOWS, ETC

FOR A COMPLETE WORKING PLUMBING

SYSTEM. PROVIDE SUBMITTAL TO COR FOR

APPROVAL

1. CONNECT NEW PIPING TO EXISTING. FIELD

VERIFY EXACT LOCATION AND SIZE OF PIPE

PRIOR TO START OF NEW WORK.

2. SEE EQUIPMENT SCHEDULE ON SHEET P-401

AND DETAIL ON P-501.

3. PROVIDE BATTERY POWERED ELECTRONIC

OPERATED SENSOR FAUCET WITH TIMER SET

TO FLUSH THE PIPING ONCE A DAY FOR 5

MINUTES. SEE EQUIPMENT SCHEDULE ON

P-401 AND SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

4. NOTE NOT USED YET.

5. NEW 4" DRAIN STANDPIPE IN MECHANICAL

ROOM OFF OF SANITARY RISER. TIE 2" VENT

INTO VENT RISER.

6. SEE EQUIPMENT SCHEDULE ON SHEET P-401

AND DETAIL ON SHEET P-502.

7. PROVIDE A

" HW AND CW TO EACH HOSE BIB

FROM NEAREST HW AND CW OF EQUAL OR

LARGER SIZE PRIOR TO SERVING MOP BASIN

FAUCET CONNECTIONS.

BLDG. 53 WEST

BLDG. 53 EAST

BLDG. 53 EAST

BLDG. 53 WEST

TOTALIZER METER

1 11

10 12

NORTH

KEY PLAN:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Apogee Project #

SHEET NOTES:

SHEET KEY NOTES:

100% CONSTRUCTION

DOCUMENTS

March 29, 2018

Upgrade Site Water Systems VA #623-16-113

FULLY SPRINKLERED

Muskogee, OK

Apogee Consulting Group 1152 Kildaire Farm Rd., Suite 120 Cary, NC 27511 919-858-7420 Josh VandenEnde

17-119

53-PP151

WLF / LLPDJR

FIFTH FLOOR INTERSTITIAL

PLUMBING PLAN - WEST HALF

1. THE ENTIRE PLUMBING SYSTEM SHALL

CONFORM WITH ALL VA STANDARDS.

2. COORDINATE WORKING HOURS ALLOWED

WITH VA COR AS INSTRUCTED IN GENERAL

REQUIREMENTS.

3. THE CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS PRIOR TO CUTTING

EXISTING WALLS AND FLOOR SLABS. IF

EXISTING TO REMAIN SERVICES ARE CUT /

DAMAGED, PATCH AND REPAIR THE SERVICE

AT NO ADDITIONAL COST TO THE VA.

4. CONTRACTOR SHALL REMOVE ALL EXISTING

PLUMBING SYSTEMS AND INSULATION WHERE

INDICATED AND MADE OBSOLETE BY NEW

CONSTRUCTION INCLUDING ALL PIPING,

HANGERS, SUPPORTS AND ACCESSORIES.

REFERENCE ALL DRAWINGS AND

SPECIFICATIONS AND FIELD VERIFY ALL

EXISTING CONDITIONS PRIOR TO START OF

WORK.

5. ALL EXISTING PIPING SHOWN ON THE

DOCUMENTS ARE FROM EXISTING

DRAWINGS AND FIELD OBSERVATIONS. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFYING THE EXACT LOCATION, SIZE AND

ELEVATION OF ALL EXISTING PIPING PRIOR

TO START OF NEW WORK.

6. THESE PLANS ARE DIAGRAMMATIC.

CONTRACTOR SHALL PROVIDE ALL

NECESSARY OFFSET, TEES, ELBOWS, ETC

FOR A COMPLETE WORKING PLUMBING

SYSTEM. PROVIDE SUBMITTAL TO COR FOR

APPROVAL

1. CONNECT NEW PIPING TO EXISTING. FIELD

VERIFY EXACT LOCATION AND SIZE OF PIPE

PRIOR TO START OF NEW WORK.

2. SEE EQUIPMENT SCHEDULE ON SHEET P-401.

3. PROVIDE BATTERY POWERED ELECTRONIC

OPERATED SENSOR FAUCET WITH TIMER SET

TO FLUSH THE PIPING ONCE A DAY FOR 5

MINUTES. SEE PLUMBING FIXTURE SCHEDULE

ON SHEET P-401 AND SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

4. SEE DETAIL ON SHEET P-501.

5. SEE DETAIL ON SHEET P-502.

6. NEW 4" DRAIN STANDPIPE IN MECHANICAL

ROOM OFF OF SANITARY RISER. TIE 2" VENT

INTO VENT RISER.

7. PROVIDE A 303 STAINLESS STEEL BALANCING

VALVE WITH INTEGRATED UNION BODY, INLET

AND OUTLET BALL VALVES. HIGH TEMP

ACTUATOR FOR SANITARY FLUSHING

PROCESS DURING LEGIONELLA DISINFECTION.

LOW-TEMP ACTUATOR TO BE SET AT 130°F.

8. PROVIDE DOMESTIC HOT WATER

TEMPERATURE SENSING STATION ON THE

130°F, 140°F, AND HOT WATER RETURN

RISERS. WIRED BACK TO WQMP-1.

9. PROVIDE OXIDANT RESIDUAL MONITOR

STATION WIRED BACK TO WQMP-1.

10. ROUTE DRAIN LINE TO NEW HUB DRAIN IN 5TH

FLOOR EAST MECHANICAL ROOM.

11. PROVIDE A NEW PULSE METER INTEGRATED

DIRECTLY TO THE NIAGARA GUI. SEE SHEET

PS-102 FOR ADDITIONAL INFORMATION.

12. PROVIDE 120V DIRECT CONNECTION TO NEW

WATER MONITORING TEST STATION (700W).

EXTEND NEAREST NORMAL POWER

RECEPTACLE CIRCUIT TO LOCATION AND

CONNECT. COORDINATE EXACT LOCATION

AND REQUIREMENTS WITH PLUMBING

CONTRACTOR.

13. CONNECT TO 120V POWER SOURCE AT J-BOX

USING 2-12AWG, 12AWG EG IN 3/4" C.

BLDG. 53 WEST

BLDG. 53 EAST

BLDG. 53 EAST

BLDG. 1C

B L

D G

C

B L

D G

E

A S

T

BLDG. 53 EAST

BLDG. 53 WEST

UP TO HOSE BIBB

ABOVE

1/2" 1/2"

1/2"

1/2"

TOTALIZER METER

BFP-1 @ 4'-0" A.F.F.

2 4

PRV-1

4" STANDPIPE

NORTH

KEY PLAN:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Apogee Project #

SHEET NOTES:

SHEET KEY NOTES:

100% CONSTRUCTION

DOCUMENTS

March 29, 2018

Upgrade Site Water Systems VA #623-16-113

FULLY SPRINKLERED

Muskogee, OK

Apogee Consulting Group 1152 Kildaire Farm Rd., Suite 120 Cary, NC 27511 919-858-7420 Josh VandenEnde

17-119

53-PP152

WLF / LLPDJR

FIFTH FLOOR INTERSTITIAL

PLUMBING PLAN - EAST HALF

1. THE ENTIRE PLUMBING SYSTEM SHALL

CONFORM WITH ALL VA STANDARDS.

2. COORDINATE WORKING HOURS ALLOWED

WITH VA COR AS INSTRUCTED IN GENERAL

REQUIREMENTS.

3. THE CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS PRIOR TO CUTTING

EXISTING WALLS AND FLOOR SLABS. IF

EXISTING TO REMAIN SERVICES ARE CUT /

DAMAGED, PATCH AND REPAIR THE SERVICE

AT NO ADDITIONAL COST TO THE VA.

4. CONTRACTOR SHALL REMOVE ALL EXISTING

PLUMBING SYSTEMS AND INSULATION WHERE

INDICATED AND MADE OBSOLETE BY NEW

CONSTRUCTION INCLUDING ALL PIPING,

HANGERS, SUPPORTS AND ACCESSORIES.

REFERENCE ALL DRAWINGS AND

SPECIFICATIONS AND FIELD VERIFY ALL

EXISTING CONDITIONS PRIOR TO START OF

WORK.

5. ALL EXISTING PIPING SHOWN ON THE

DOCUMENTS ARE FROM EXISTING

DRAWINGS AND FIELD OBSERVATIONS. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFYING THE EXACT LOCATION, SIZE AND

ELEVATION OF ALL EXISTING PIPING PRIOR

TO START OF NEW WORK.

6. THESE PLANS ARE DIAGRAMMATIC.

CONTRACTOR SHALL PROVIDE ALL

NECESSARY OFFSET, TEES, ELBOWS, ETC

FOR A COMPLETE WORKING PLUMBING

SYSTEM. PROVIDE SUBMITTAL TO COR FOR

APPROVAL

1. CONNECT NEW PIPING TO EXISTING. FIELD

VERIFY EXACT LOCATION AND SIZE OF PIPE

PRIOR TO START OF NEW WORK.

2. SEE EQUIPMENT OR FIXTURE SCHEDULE ON

SHEET P-401.

3. PROVIDE NEW SENSOR FAUCET P-418-F ON

LAVATORY OR SINK ON FLOOR BELOW

INTERSTITIAL LEVEL. SET TIMER TO FLUSH

THE PIPING ONCE A DAY FOR 5 MINUTES. SEE

SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

4. SEE DETAIL ON SHEET P-501.

5. SEE DETAIL ON SHEET P-502.

6. PROVIDE TWO (2) NEW HOSE BIBBS P-804 AT

MOP SERVICE BASE FOR FLOOR MACHINE

CONNECTION.

7. NEW 4" DRAIN STANDPIPE IN MECHANICAL

ROOM OFF OF SANITARY RISER. TIE 2" VENT

INTO VENT RISER.

8. PROVIDE A NEW PULSE METER INTEGRATED

DIRECTLY TO THE NIAGARA GUI. SEE SHEET

PS-102 FOR ADDITIONAL INFORMATION.

9. PROVIDE STRAINER, ISOLATION VALVES AND

FULL LINE SIZE BY-PASS AT NEW METER.

10. PROVIDE 120V DIRECT CONNECTION TO NEW

WATER MONITORING TEST STATION (700W).

EXTEND NEAREST NORMAL POWER

RECEPTACLE CIRCUIT TO LOCATION AND

CONNECT. COORDINATE EXACT LOCATION

AND REQUIREMENTS WITH PLUMBING

CONTRACTOR.

11. CONNECT TO 120V POWER SOURCE AT J-BOX

1 1

1 1

NORTH

KEY PLAN:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

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 10

PhaseARCHITECT/ENGINEER OF RECORD A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions: Date: Apogee Project #

SHEET NOTES:

SHEET KEY NOTES:

100% CONSTRUCTION

DOCUMENTS

March 29, 2018

Upgrade Site Water Systems VA #623-16-113

FULLY SPRINKLERED

Muskogee, OK

Apogee Consulting Group 1152 Kildaire Farm Rd., Suite 120 Cary, NC 27511 919-858-7420 Josh VandenEnde

17-119

FULLY SPRINKLERED 58-P-101

WLF/LLPDJR

PLUMBING PLANS

1. THE ENTIRE PLUMBING SYSTEM SHALL

CONFORM WITH ALL VA STANDARDS.

2. COORDINATE WORKING HOURS ALLOWED

WITH VA COR AS INSTRUCTED IN GENERAL

REQUIREMENTS.

3. THE CONTRACTOR SHALL VERIFY ALL

EXISTING CONDITIONS PRIOR TO CUTTING

EXISTING WALLS AND FLOOR SLABS. IF

EXISTING TO REMAIN SERVICES ARE CUT /

DAMAGED, PATCH AND REPAIR THE SERVICE

AT NO ADDITIONAL COST TO THE VA.

4. CONTRACTOR SHALL REMOVE ALL EXISTING

PLUMBING SYSTEMS AND INSULATION WHERE

INDICATED AND MADE OBSOLETE BY NEW

CONSTRUCTION INCLUDING ALL PIPING,

HANGERS, SUPPORTS AND ACCESSORIES.

REFERENCE ALL DRAWINGS AND

SPECIFICATIONS AND FIELD VERIFY ALL

EXISTING CONDITIONS PRIOR TO START OF

WORK.

5. ALL EXISTING PIPING SHOWN ON THE

DOCUMENTS ARE FROM EXISTING

DRAWINGS AND FIELD OBSERVATIONS. THE

CONTRACTOR IS RESPONSIBLE FOR FIELD

VERIFYING THE EXACT LOCATION, SIZE AND

ELEVATION OF ALL EXISTING PIPING PRIOR

TO START OF NEW WORK.

6. THESE PLANS ARE DIAGRAMMATIC.

CONTRACTOR SHALL PROVIDE ALL

NECESSARY OFFSET, TEES, ELBOWS, ETC

FOR A COMPLETE WORKING PLUMBING

SYSTEM. PROVIDE SUBMITTAL TO COR FOR

APPROVAL

1. SEE DRAWING PS101 FOR CONTINUATION.

2. REMOVE EXISTING PIPING AND ACCESSORIES

COMPLETE. PREPARE EXISTING PIPING TO

REMAIN TO ACCOMMODATE NEW EQUIPMENT

TO BE INSTALLED. EXISTING BOOSTER PUMP

TO BE REMOVED AND NEW PUMP INSTALLED

WITHIN FOUR HOURS. COORDINATE AND

RECEIVE APPROVAL TWO WEEKS PRIOR TO

START OF WORK.

3. CONNECT NEW PIPING TO EXISTING. FIELD

VERIFY EXACT LOCATION AND SIZE OF PIPE

PRIOR TO START OF NEW WORK.

4. SEE EQUIPMENT SCHEDULE ON SHEET P-401.

5. SKID CONTROL PANEL. SEE P-602

6. A SIEMENS FACTORY TRAINED AND CERTIFIED

TECHNICIAN SHALL INSTALL A NEW 8"

SITRANS WATER METER AND CONTROLLER.

TL SERVICES SHALL MAP THE NEW METER TO

THE EXISTING SITRANS SYSTEM.

7. ROUTE

" DRAIN LINE TO NEAREST FLOOR

DRAIN WITH AIR GAP AND A

" COPPER LINE

TO THE INCOMING CITY WATER SERVICE LINE.

8. PROVIDE 120V DIRECT CONNECTION TO NEW

WATER MONITORING TEST STATION (700W)

FROM EXISTING RECEPTACLE CIRCUIT AS

INDICATED. COORDINATE EXACT LOCATION

AND REQUIREMENTS WITH PLUMBING

CONTRACTOR.

9. APPROXIMATE LOCATION OF EXISTING 200A

WALL MOUNTED DISCONNECT SERVING PUMP

SKID. REWORK LOAD SIDE FEEDER AS NOTED

TO RECONNECT NEW PUMP SKID.

10. APPROXIMATE ROUTING OF EXISTING

(3-3/0AWG, 6AWG EG IN 2 INCH CONDUIT)

FEEDER SERVING PUMP SKID FROM WALL

MOUNTED DISCONNECT SWITCH AS

INDICATED. PROVIDE NEW FEEDER (3-3/0AWG,

6AWG EG IN 1-1/2 INCH CONDUIT) FROM

EXISTING DISCONNECT SWITCH TO NEW PUMP

CONTROLLER. COORDINATE EXACT

REQUIREMENTS WITH PLUMBING

CONTRACTOR.

11. DISCONNECT EXISTING PUMP SKID

CONTROLLER AND REMOVE EXISTING

FEEDER. CONNECT NEW PUMP SKID

CONTROLLER TO EXISTING DISCONNECT

SWITCH USING NEW FEEDER AS NOTED

ABOVE. COORDINATE WITH PLUMBING

CONTRACTOR.

12. CONNECT TO 120V POWER SOURCE AT J-BOX

2018-03-29T13:34:33-0700
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