PD 100 P1 - PLUMBING EXISTING SUB BASEMENT WASTE PLAN.pdf

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4" SAN

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4" SAN

2" SAN

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2" SAN

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S A

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S A

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6" SAN

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6" SAN

4" SAN

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4" SAN

4" S

A N3

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A N

4" SAN

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N 3" SAN

4" SAN

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4" SAN

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4" SAN

6" SAN DOWN BELOW GRADE

CAST IRON PIPE

CAST IRON PIPE

CAST IRON PIPE

CAST IRON PIPE

CAST IRON PIPE

PVC PIPE UP

PVC PIPE UP

PVC PIPE UP

CAST IRON PIPE

PVC PIPE UP

PVC PIPE UP

GROUP OF PENETRATIONS

HERE. ALL PIPING PVC.

PVC PIPE

CAST IRON PIPE

CAST IRON PIPE PVC PIPE UP PVC PIPE UP

PVC PIPE UP

PVC PIPE

PVC PIPE UP

PVC PIPE UP

PVC PIPE UP

CAST IRON PIPE

PVC PIPE UP

PVC PIPE UP

1. EXISTING PLUMBING FIXTURES ARE TIED TO SANITARY PIPING

ROUTED IN CRAWL SPACE LOCATED BELOW FLOOR.

DEMOLITION OF SANITARY PIPING THROUGH FLOOR SHALL

ALLOW FOR RECONNECTION OF NEW FIXTURES TO

BRANCHLINES WHEREVER POSSIBLE. COORDINATE

RECONECTION POINTS IN FIELD PRIOR TO DEMOLISHING

EXISTING.

GENERAL DEMOLITION NOTES:

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444 W. Lake St. Suite 1700 Chicago, IL 60606

312.583.7023 www.virtualenergysolutions.com

Edward Hines Jr.

VA Hospital 5th and Roosevelt Rd.

Hines, IL 60141-5115

Drawing No.

Scale:

Date:

Checked By:Drawn By:Designed By:

Drawing Title:

Contract No.

File No.Building No.

Client Project No.

Project Title:Approved: Chief, failites Management Services

Approved: Medical Center Director

Approved:

Approved: Location:

VES Project Number: 191006

AS NOTED

VA MEDICAL CENTER

HINES, ILLINOIS

537-15-037 36C25219D0020

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312.445.0000

KEYPLAN

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AREA OF WORK

GU CLINIC - PHASE 1

AREA OF WORK

GU CLINIC - PHASE 2

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PD 100

P1

PLUMBING EXISTING SUB

BASEMENT WASTE PLAN

GU CLINIC

RENOVATION

08/02/21

EPSAJSAJ

1/4" = 1'-0"

1 PLUMBING SUB BASEMENT EXISTING VENT AND WASTE PLAN

0 2' 4' 8'

Revisions Date

Issued for Pre-bid RFI 08/02/21

SANITARY PLUMBING NOTES:

1. SANITARY PIPING SHOWN IS BASED ON LIMITED FIELD SURVEYS

AND PHOTOS OF THE EXISTING SPACE. PIPE LOCATION ACCURACY

AND SIZES ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO

DOING ANY WORK.

2. SUB BASEMENT SPACE IS READILY ACCESSIBLE AND CAN BE

WALKED THROUGH FOR WORK.

3. EXISTING SANITARY PIPING CONSISTS OF CAST IRON FOR

PRIMARY MAINS AND PVC FOR PIPING ROUTED UP TO EXISTING

FIXTURES. NEW WORK SHALL INSTALL PVC PIPING FOR SANITARY

PIPING AND SHALL CONNECT TO EXISTING CAST IRON OR

EXISTING PVC WHERE APPLICABLE.

4. DEMOLISHION OF EXISITNG SANITARY SHALL BE DONE TO ALLOW

FOR NEW CONNECTIONS.

5. NO DEAD END LEGS OF SANITARY PIPING SHALL REMAIN AFTER

NEW PIPING IS INSTALLED.

6. ELEVATION OF EXISTING SANITARY MAINS IS APPROXIMATELY 36"

A.F.F. FIELD VERIFICATION WILL BE REQUIRED, BRANCHLINES

ELEVATIONS VARY BUT MOST ROUTE CLOSE TO CEILING, WHICH IS

APPROXIMATELY 10'-0" A.F.F.

7. NEW SANITARY PIPING SHALL ROUTE AS HIGH AS POSSIBLE

BEFORE DROPPING DOWN TO CONNECT TO EXISTING MAINS.