S06 - Amend 0009 - Att 16 - DWG ES401 - Rvd - SPS - Sioux Falls.pdf

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Attached to
Y1DA--VHA Minor - Construction - Project #438-460 - Sterile Processing Services - Royal C Johnson Veteran's Memorial Hospital - VISN 23 - Sioux Falls SD
Solicitation number
36C77624R0115
Issued by

About this file

This engineering drawing (ES401) details electrical site duct bank configurations for a new Sterile Processing Services (SPS) construction project at the Sioux Falls VA Health Care System. The document provides multiple duct bank detail configurations ranging from 7x4, 7x2, 4x2, 2x1, and 2x2 layouts, each specifying precise technical specifications for underground conduit installation. Key technical details include 4" Schedule 40 PVC conduits, 2500 PSI concrete, nonmetallic spacers (from Carlon S288 series and Osborn Associates 5100 series), #4 continuous reinforcement bars, and marker tape with metallic tracers. Installation notes mandate a 2000 lb tensile strength braided polypropylene pull cord in all conduits, 24-30 inch burial depth, minimum 4-foot clearance between duct banks, and doweling duct bank ends to foundations or manholes using #4 dowels. The drawing is part of the VA project #438-460 for the Royal C. Johnson Veteran's Memorial Hospital, prepared by IMEG Corp for the Department of Veterans Affairs.

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S06 - Amend 0010 - RFP - 36C77624R0115 - SPS - Sioux Falls.docx DOCX document
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S06 - Amend 0009 - Att 07 - List of DWG Sheets - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 03 - DWG AC101 - Rvd - SPS - Sioux Falls.pdf PDF
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S06 - Amend 0009 - Att 17 - DWG ES500 - Rvd - SPS - Sioux Falls.pdf PDF
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S06 - Amend 0009 - Att 11 - DWG EP101 - Rvd - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - RFP - 36C77624R0115 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0009 - Att 18 - DWG ES501 - Rvd - SPS - Sioux Falls.pdf PDF
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Amend 0007 - Att 02 - RFI QandA.pdf PDF
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S06 - Amend 0006 - RFP - 36C77624R0115 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0006 - Att 02 - Wage Rates - 03142025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0005 - RFP - 36C77624R0115 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0004 - RFP - 36C77624R0115 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0003 - RFP - Sign-in Sheet - Site Visit - 03252025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0003 - RFP - Site Visit Presentation - SPS - Sioux Falls.pdf PDF
S06 - Amend 0003 - RFP - 36C77624R0115 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0002 - RFP - 36C77624R0115 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0002 - RFP - Att 01-05 - DWG - 03242025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0002 - RFP - Att 01-02 - DWG - 03242025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0002 - RFP - Att 01-08 - DWG - 03242025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0002 - RFP - Att 01-03 - DWG - 03242025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0002 - RFP - Att 01-09 - DWG - 03242025 - SPS - Sioux Falls.pdf PDF
S06 - Amend 0002 - RFP - Att 01-07 - DWG - 03242025 - SPS - Sioux Falls.pdf PDF
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Text version

MARKER TAPE WITH

METALLIC TRACER, 12"

ABOVE DUCT BANK

(4) #4 BARS CONTINUOUS

ON TOP AND BOTTOM

4" SCHEDULE 40 PVC

4" MINIMUM COMPACTED

AGGREGATE BASE.

[PRECAST CONCRETE PADS

ON UNDISTURBED EARTH

UNDER EACH SPACER]

#4 TIE BARS AT 3'-0" ON CENTER

INTERMEDIATE SPACER

CONDUIT NONMETALLIC SPACER,

MAXIMUM 5' ON CENTER. CARLON

S288 SERIES, UNDERGROUND

DEVICES WUNPEECE, OSBORN

ASSOCIATES 5100 SERIES

/2

/4

2500 PSI CONCRETE

CLEAN EARTH

BACKFILL PLACED PER

SPECIFICATIONS

FINISHED GRADE

NONMETALLIC REDUCER SPACER

NOTES:

1. INSTALL 2000 lb TENSILE STRENGTH BRAIDED POLYPROPYLENE PULL CORD IN ALL

CONDUITS.

2. TRENCHING AND BACKFILL ACCORDING TO SPECIFICATIONS.

3. MINIMUM OF 4'-0" CLEAR BETWEEN ADJACENT DUCTBANKS.

4. DOWEL ENDS OF DUCTBANK TO FOUNDATION OR MANHOLE WITH A MINIMUM OF (4) #4

DOWELS.

7 1/2" 7 1/2" 7 1/2" 7 1/2" 7 1/2"

M

IN 2

M

IN

M A

X

MARKER TAPE WITH

METALLIC TRACER, 12"

ABOVE DUCT BANK

(4) #4 BARS CONTINUOUS

ON TOP AND BOTTOM

4" SCHEDULE 40 PVC

4" MINIMUM COMPACTED

AGGREGATE BASE.

[PRECAST CONCRETE PADS

ON UNDISTURBED EARTH

UNDER EACH SPACER]

#4 TIE BARS AT 3'-0" ON CENTER

INTERMEDIATE SPACER

CONDUIT NONMETALLIC SPACER,

MAXIMUM 5' ON CENTER. CARLON

S288 SERIES, UNDERGROUND

DEVICES WUNPEECE, OSBORN

ASSOCIATES 5100 SERIES

3" MIN.

M

IN

M

IN

M A

X

/2

/4

2500 PSI CONCRETE

7 1/2" 7 1/2" 7 1/2"

CLEAN EARTH

BACKFILL PLACED PER

SPECIFICATIONS

FINISHED GRADE

NONMETALLIC REDUCER SPACER.

NOTES:

1. INSTALL 2000 lb TENSILE STRENGTH BRAIDED POLYPROPYLENE

PULL CORD IN ALL CONDUITS.

2. TRENCHING AND BACKFILL ACCORDING TO SPECIFICATIONS.

3. MINIMUM OF 4'-0" CLEAR BETWEEN ADJACENT DUCTBANKS.

4. DOWEL ENDS OF DUCTBANK TO FOUNDATION OR MANHOLE WITH

A MINIMUM OF (4) #4 DOWELS.

4" MINIMUM COMPACTED

AGGREGATE BASE.

[PRECAST CONCRETE PADS

ON UNDISTURBED EARTH

UNDER EACH SPACER]

NONMETALLIC DUCT SPACER,

MAXIMUM 5' ON CENTER.

CARLON S288 SERIES,

UNDERGROUND DEVICES WUNPEECE,

OSBORN ASSOCIATES 5100 SERIES

MARKER TAPE WITH

METALLIC TRACER, 12"

ABOVE DUCT BANK

#4 TIE BARS AT

3'-0" ON CENTER2500 PSI CONCRETE

4" SCHEDULE 40 PVC

(4) #4 BARS CONTINUOUS

ON TOP AND BOTTOM

FINISHED GRADE

3" MIN. 7 1/2"

/4

M

IN

M

IN

M A

X

NONMETALLIC

REDUCER SPACER.

CLEAN EARTH

BACKFILL PLACED PER

SPECIFICATIONS

NOTES:

1. INSTALL 2000 lb TENSILE STRENGTH BRAIDED POLYPROPYLENE PULL CORD IN ALL

CONDUITS.

2. TRENCHING AND BACKFILL ACCORDING TO SPECIFICATIONS.

3. MINIMUM OF 4'-0" CLEAR BETWEEN ADJACENT DUCTBANKS.

4. DOWEL ENDS OF DUCTBANK TO FOUNDATION OR MANHOLE WITH A MINIMUM OF (4) #4

DOWELS.

(4) #4 BARS CONTINUOUS

ON TOP AND BOTTOM

4" SCHEDULE 40 PVC

4" MINIMUM COMPACTED

AGGREGATE BASE.

[PRECAST CONCRETE PADS

ON UNDISTURBED EARTH

UNDER EACH SPACER]

#4 TIE BARS AT 3'-0"

ON CENTER

INTERMEDIATE SPACER

CONDUIT NONMETALLIC

SPACER, MAXIMUM 5' ON

CENTER. CARLON S288 SERIES,

UNDERGROUND DEVICES

WUNPEECE, OSBORN

ASSOCIATES 5100 SERIES

3" MIN.

M

IN

M

IN

M A

X

/2

/4

2500 PSI CONCRETE

7 1/2"

NONMETALLIC REDUCER SPACER

MARKER TAPE WITH

METALLIC TRACER, 12"

ABOVE DUCT BANK.

CLEAN EARTH

BACKFILL PLACED PER

SPECIFICATIONS

FINISHED GRADE

NOTES:

1. INSTALL 2000 lb TENSILE STRENGTH BRAIDED

POLYPROPYLENE PULL CORD IN ALL CONDUITS.

2. TRENCHING AND BACKFILL ACCORDING TO SPECIFICATIONS.

3. MINIMUM OF 4'-0" CLEAR BETWEEN ADJACENT DUCTBANKS.

4. DOWEL ENDS OF DUCTBANK TO FOUNDATION OR MANHOLE

WITH A MINIMUM OF (4) #4 DOWELS.

MARKER TAPE WITH

METALLIC TRACER, 12"

ABOVE DUCT BANK

(4) #4 BARS CONTINUOUS

ON TOP AND BOTTOM

4" SCHEDULE 40 PVC

4" MINIMUM COMPACTED

AGGREGATE BASE.

[PRECAST CONCRETE PADS

ON UNDISTURBED EARTH

UNDER EACH SPACER]

#4 TIE BARS AT 3'-0" ON CENTER

INTERMEDIATE SPACER

CONDUIT NONMETALLIC SPACER,

MAXIMUM 5' ON CENTER. CARLON

S288 SERIES, UNDERGROUND

DEVICES WUNPEECE, OSBORN

ASSOCIATES 5100 SERIES

/2

/4

2500 PSI CONCRETE

CLEAN EARTH

BACKFILL PLACED PER

SPECIFICATIONS

FINISHED GRADE

NONMETALLIC REDUCER SPACER

NOTES:

1. INSTALL 2000 lb TENSILE STRENGTH BRAIDED POLYPROPYLENE PULL CORD IN ALL

CONDUITS.

2. TRENCHING AND BACKFILL ACCORDING TO SPECIFICATIONS.

3. MINIMUM OF 4'-0" CLEAR BETWEEN ADJACENT DUCTBANKS.

4. DOWEL ENDS OF DUCTBANK TO FOUNDATION OR MANHOLE WITH A MINIMUM OF (4) #4

DOWELS.

7 1/2" 7 1/2" 7 1/2" 7 1/2" 7 1/2"

M

IN 2

M

IN

M A

X

I O W A

S E

D

PROFESS IO NA

21081

L

IC

E N

L E

N G

I N E

E R

KRISTEN L.

SPINA

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTS

FULLY SPRINKLERED

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

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

B

IM

/1

.0

V A

-W a s h

D C

-V A

S io u x F a lls

N e w

S P

S /M

E P

T

.0

V A

W a s h D

C -V

A S io u x F a lls

N e w S

P S

C

.r v t

/2

/2

:5

:3

P

M

ES401

NEW ELECTRICAL SITE DETAILS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

05/13/2025 KLS AWU16584

REFERENCE SCALE IN INCHES

0 1 2 3

PROJECT #

IMEG CORP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS

DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE

THE EXCLUSIVE PROPERTY OF IMEG CORP AND SHALL NOT BE USED OR

REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN

APPROVAL AND PARTICIPATION OF IMEG CORP. © 2025 IMEG CORP.

2882 106TH STREET

DES MOINES, IA 50322

515.334.9906 FAX: 515.334.9908

www.imegcorp.com

19004249.04

Revisions: Date:

Addendum 3 (AD-3) 05/20/2025

NO SCALE

DUCT BANK DETAIL (7x4)

NO SCALE

DUCT BANK DETAIL (4x2)

2 NO SCALE

DUCT BANK DETAIL (2x1)

3 NO SCALE

DUCT BANK DETAIL (2x2)

AD-3

NO SCALE

DUCT BANK DETAIL (7x2)

Sheets
ES099 - CAMPUS SITE PLAN - ELECTRICAL
ES100 - NEW ELECTRICAL SITE PLANS
ES400 - NEW ELECTRICAL SITE DETAILS
ES401 - NEW ELECTRICAL SITE DETAILS
ES500 - ELECTRICAL ONE-LINE DIAGRAMS
ES501 - ELECTRICAL ONE-LINE DIAGRAMS

File details come from the government source that posted it. Updated .