CJ301 13 OF 17 - CIVIL UTILITY PROFILE.pdf

DRAIN PIPELINE WEST OF BOILER PLANT

0+00 1+00 1+75

N E

W

D

R A

I N

M

A N

H O

L E

WATER MAIN

6" PVC ROOF DRAIN

INV=1487.5±

6" PVC SEWER SERVICE

INV=1478.7±

P

V C

D

R

A

L

S

MATCH EXISTING

INV=1480.8±

MATCH EXISTING

INV=1482.6±

P

D

R

A

S

INV=1482.1±

R I M

6" FLOOR SLAB

FOOTING

S T

E A

M

V

A U

T

E X

I S

T I N

G

S

T E

U

X

I S

T

I N

G

G

R

A

D

E

ROAD

EXISTING STEAM PIPE ZONE

2'' GAS

PLASTIC

COMM.

COMM.

COMM.

WATER

ELECT. ELECT.

STEAM PIPELINE IN TUNNEL

0+00 1+00 2+00 3+00 3+25

EXISTING STEAM VAULT 4

CONCRETE

PARKING

LOT

PROPOSED BOILER PLANT

FFE = 1493.0±

N E

W

S

T E

U

A S

T

8" PVC WATER SERVICE

REFER TO MECHANICAL DRAWINGS FOR

PIPING CONTINUATION INSIDE BOILER PLANT.

REFER TO ARCHITECTURAL AND

STRUCTURAL DRAWINGS FOR SLAB AND

FOOTING PENETRATIONS.

UTILITY TUNNEL

REFER TO STRUCTURAL DRAWINGS

FOR UTILITY TUNNEL CONNECTION

WITH EXISTING TUNNEL AND

PROPOSED BOILER PLANT

FOUNDATION

UTILITY TUNNEL

PROPOSED GRADE

STEAM VAULT

REFER TO STRUCTURAL DRAWINGS

FOR STEAM VAULT CONNECTION WITH

EXISTING VAULT.

REFER TO MECHANICAL DRAWINGS FOR

PIPING CONNECTIONS AND CONTINUATION

INSIDE EXISTING AND NEW VAULTS

REFER TO MECHANICAL DRAWINGS FOR

DEMOLITION OF EXISTING STEAM PIPING.

PROPOSED GRADE

REFER TO MECHANICAL DRAWINGS FOR

PIPING CONNECTIONS AND CONTINUATION

INSIDE NEW TUNNEL.

WATER MAIN EAST SIDE OF BOILER PLANT

0+00 1+00 1+75

PROPOSED GRADE

8" PVC WATER MAIN

PROPOSED

BOILER PLANT

E L E

C T

R

IC

A L C

O N

D U

IT

COMMUNICATION CONDUIT

WATER PIPELINE FROM

STORAGE TANKS

FUEL PIPELINE FROM

STORAGE TANKS

NATURAL GAS SERVICE

0+00 1+00 2+00 3+00

P

T

U

R

G

S

P

P

E

L

I N

E

6" FLOOR SLAB

FOOTING

PROPOSED BOILER PLANT

FFE = 1493.0±

REFER TO MECHANICAL DRAWINGS FOR

PIPING CONTINUATION INSIDE BOILER PLANT.

REFER TO ARCHITECTURAL AND

STRUCTURAL DRAWINGS FOR SLAB AND

FOOTING PENETRATIONS.

12'' DRAIN

REFER TO MECHANICAL DRAWINGS FOR

PIPING CONTINUATION INSIDE BUILDING 19.

REFER TO ARCHITECTURAL AND

STRUCTURAL DRAWINGS FOR SLAB AND

FOOTING PENETRATIONS.

C

O

M

M

U

N

I C

A

T

I O

O

N

D

U

I T

SCALE: 1" = 20'

0 50 100

CJ301

CIVIL UTILITY PROFILE

NOTES

1. REFER TO DRAWING C001 FOR CIVIL LEGEND, ABBREVIATIONS, AND GENERAL NOTES.

2. REFER TO CS101 FOR ALIGNMENT.

3. EXISTING PIPE SIZES OBTAINED FROM TOPOGRAPHIC SURVEY CONDUCTED BY HONOR

ENGINEERING IN NOVEMBER 2022, UTILITY LOCATING CONDUCTED IN NOVEMBER 2022, AND

V.A.M.R.O.C. SITE PLAN DRAWING TITLED UTILITY MAP STEAM/GAS DATED JUNE 2007 STEAM

GAS DRAWING PROVIDED BY THE VA.

4. EXISTING UTILITIES TO REMAIN SHALL BE SUPPORTED AND PROTECTED IN PLACE.

5. ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ONLY AND WERE COMPILED

ACCORDING TO AVAILABLE RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES AND

PUBLIC AGENCIES. ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIELD. BEFORE

DESIGNING, EXCAVATING, BLASTING, INSTALLING BACKFILLING, GRADING, PAVEMENT

RESTORATION OR REPAIRING: ALL UTILITY COMPANIES, PUBLIC & PRIVATE MUST BE

NOTIFIED INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN. MABBETT

ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES

OMITTED OR INACCURATELY SHOWN. BEFORE FUTURE CONNECTIONS, THE APPROPRIATE

UTILITY ENGINEERING DEPARTMENTS MUST BE CONSULTED. CALL SOUTH DAKOTA ONE

CALL AT 811.

6. WATER MAIN TO BE INSTALLED 6-FEET BELOW FINISH GROUND SURFACE TO COMPLY WITH

SECTION 5.26 OF THE VA DESIGN MANUAL.

7. WATER MAIN TO BE INSTALLED AT LEAST 18-INCHES ABOVE EXISTING SEWER SERVICE PER

SECTION 5.2.9 OF THE VA DESIGN MANUAL.

Scale: H:1" = 20'; V:1"=2'

C1

Scientists I Engineers I Program Managers

Mabbett & Associates, Inc.

105 Central Street Stoneham, MA 02180-1248

T. 781-275-6050 www.mabbett.com

Mabbett

R

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

200 Envoy Circle, Suite 201, Louisville, KY 40299 www.paradigmusa.com

FULLY SPRINKLERED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

Architecture Engineering Design-Build paradigm

100% CONSTRUCTION DOCUMENT SUBMISSION

08-09-2024

RBB EG

SIOUX FALLS BOILER PLANT 438-22-900

VAMC-Sioux Falls: 2501 W 22nd St, Sioux Falls, SD 57105

Scale: H:1" = 20'; V:1"=2'

F1

Scale: H:1" = 20'; V:1"=2'

C3

Scale: H:1" = 20'; V:1"=2'

C4

1 ADDENDUM 1 (NO CHANGES TO THIS SHEET) 08-09-2024

2 ADDENDUM 2 (NO CHANGES TO THIS SHEET) 09-12-2024

3 ADDENDUM 3 01-17-2025

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EXIST. STORM INLET

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EXIST. STORM MH

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8" VCP

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8" VCP

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EXIST. STORM MH

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EXIST. WATER MAIN

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EXIST. WATER MAIN

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ELEC.

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COMM.

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COMM.

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EXIST. COMM. VAULT

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EXIST. BUILDING 19

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WATER

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ELECTRIC

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COMM.

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COMM.

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COMM.

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ELECTRIC

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ELECTRIC

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COMM.

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COMM.

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SANITARY SEWER

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STORM SEWER

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SANITARY SEWER

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COMM MANHOLE. CONTRACTOR TO VERIFY CONSTRUCTION IN FIELD

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COMM MANHOLE.

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CONTROLLED UNCLASSIFIED INFORMATION

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CUI