695-21-700 CIVIL Full - 7-10-26.pdf

11 MB Posted

Attached to
Y1DZ--EHRM Infrastructure Upgrades Tier 1 Construction 695-21-700 Milwaukee
Solicitation number
36C77626R0002
Issued by

About this file

Written by GovTribe AI ·

This document is a set of Final Bid Documents containing infrastructure design drawings for the U.S. Department of Veterans Affairs Edward Hines Jr. VA Medical Center in Milwaukee, Wisconsin.

The drawings depict comprehensive fiber backbone and infrastructure upgrades across the facility's campus located at 5000 W. National Avenue, Milwaukee, WI. The design package includes site plans showing secondary connections, multiple fiber backbone routing diagrams with profile views, and building service connections for structures including Buildings 3, 4, 5, 6, 7, 34, 102, 107, 108, 109, 123, and 124. The drawings feature detailed horizontal and vertical profiles at scales including 1" = 20' and 1" = 5', illustrating utility duct routing, elevation changes, and infrastructure placement across the campus terrain. Civil details sheets specify construction standards for concrete curbs, gutters, utility trenches, manhole drainage systems, and pipe outlet configurations, with general notes addressing concrete specifications, perforated pipe installations, and engineering fabric requirements. The document is dated September 5, 2025, and was prepared by Romanyk Consulting Corp. (the Architect/Engineer of Record) with consultation from IMEG. The design is fully sprinklered and prepared for federal contracting purposes under Project Number 695-21-700. These bid documents serve as the technical basis for contractors to prepare proposals for the infrastructure upgrade work at the Milwaukee VA facility.

View the file

Other files

File Type Posted
36C77626R0002 Amendment 0006.pdf PDF
695-21-700 Technical Question Tracking Sheet - Milw EHRM FINAL 7-22-26.pdf PDF
695-21-700 Amend 5 CIVIL UPDATED Narrative 2026-07-17.pdf PDF
695-21-700 Amend 5 CIVIL UPDATED full set 2026-07-17.pdf PDF
36C77626R0002 0005.docx DOCX document
695-21-700 MECH Full - 7-10-26.pdf PDF
695-21-700 Spec and Drawing Narrative 7-10-26.pdf PDF
36C77626R0002 Amendment 0004.pdf PDF
695-21-700 Tech Qtn Tracking Sheet - Milw EHRM FINAL 7-15-26.pdf PDF
695-21-700 PLUMB Full - 7-10-26.pdf PDF
695-21-700 ARCH Full - 7-10-26.pdf PDF
695-21-700 TECH Full - 7-10-26.pdf PDF
695-21-700 Specs Part 3 - 7-10-26.pdf PDF
695-21-700 Specs Part 1 - 7-10-26.pdf PDF
695-21-700 Specs Part 2 - 7-10-26.pdf PDF
695-21-700 ELEC Full - 7-10-26.pdf PDF
695-21-700 FIRE X Full - 7-10-26.pdf PDF
36C77626R0002 Amendment 0003.pdf PDF
695-21-700 Site Visit Sign In Sheet 5-6-2026.pdf PDF
36C77626R0002 Amendment 0002.pdf PDF
AMENDED RFP Attachment 2 - Site Visit - Milwaukee.pdf PDF
36C77626R0002 Amendment 0001.pdf PDF
RFP 36C77626R0002.pdf PDF
RFP Attachment 27 - Drawings 695-21-700 Part 20.pdf PDF
RFP Attachment 29 - Drawings 695-21-700 Part 22.pdf PDF
RFP Attachment 3 - Division Cost Breakdown - Milwaukee.xlsx XLSX spreadsheet
RFP Attachment 19 - Drawings 695-21-700 Part 12.pdf PDF
RFP Attachment 6 - Specs 695-21-700 Part 2.pdf PDF
RFP Attachment 14 - Drawings 695-21-700 Part 7.pdf PDF
RFP Attachment 13 - Drawings 695-21-700 Part 6.pdf PDF
RFP Attachment 25 - Drawings 695-21-700 Part 18.pdf PDF
RFP Attachment 36 - PPQ.docx DOCX document
RFP Attachment 24 - Drawings 695-21-700 Part 17.pdf PDF
RFP Attachment 12 - Drawings 695-21-700 Part 5.pdf PDF
RFP Attachment 22 - Drawings 695-21-700 Part 15.pdf PDF
RFP Attachment 28 - Drawings 695-21-700 Part 21.pdf PDF
RFP Attachment 30 - Drawings 695-21-700 Part 23.pdf PDF
RFP Attachment 10 - Drawings 695-21-700 Part 3.pdf PDF
RFP Attachment 5 - Specs 695-21-700 Part 1.pdf PDF
RFP Attachment 18 - Drawings 695-21-700 Part 11.pdf PDF
RFP Attachment 8 - Drawings 695-21-700 Part 1.pdf PDF
RFP Attachment 2A - Site Visit Campus Map - Milwaukee.pdf PDF
RFP Attachment 35 - Project Information Sheet for Contractors.docx DOCX document
RFP Attachment 16 - Drawings 695-21-700 Part 9.pdf PDF
RFP Attachment 20 - Drawings 695-21-700 Part 13.pdf PDF
RFP Attachment 32 - Drawings 695-21-700 Part 25.pdf PDF
RFP Attachment 7 - Specs 695-21-700 Part 3.pdf PDF
RFP Attachment 26 - Drawings 695-21-700 Part 19.pdf PDF
RFP Attachment 9 - Drawings 695-21-700 Part 2.pdf PDF
RFP Attachment 2 - Site Visit - Milwaukee.pdf PDF
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SCALE: 1" = '

0 20 40

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

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Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

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LINNEA K.

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062-074863

SITE PLAN -

SECONDARY

CONNECTION

100-CS112

100-CK100

100-CK100

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PCC CURB AND GUTTER, MATCH EXISTING STYLE

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4 CONDUIT DUCT BANK

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PROFILE VIEW OF 18004375.03 FOC BACKBONE

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

FIBER BACKBONE

100-CU105

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

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Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

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LINNEA K.

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062-074863

ADDENDUM 4 7.10.26

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FIBER BACKBONE SCALE: 1"=20'

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AutoCAD SHX Text NOTE: ALL UTILITY DEPTHS ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR USING GROUND PENETRATING RADAR AND POTHOLING.

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VERTICAL SCALE: 1" = 5'

FIBER BACKBONE

100-CU106

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

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Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

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1'

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6"

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LINNEA K.

SHAW

062-074863

ADDENDUM 4 7.10.26

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PROFILE VIEW OF 18004375.03 BLDG 107 FOC

VERTICAL SCALE: 1" = 5'

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HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

FIBER BACKBONE

100-CU107

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

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Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

ADDENDUM 4 7.10.26

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

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Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

ADDENDUM 4 7.10.26

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8" PVC

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text

HOUSING SCALE: 1"=20'

AutoCAD SHX Text

HOUSING SERVICE

AutoCAD SHX Text NOTE: ALL UTILITY DEPTHS ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR USING GROUND PENETRATING RADAR AND POTHOLING.

AutoCAD SHX Text

PROFILE VIEW OF HOUSES

VERTICAL SCALE: 1" = 5'

FIBER BACKBONE

100-CU110

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

'-0

0' 2'

4' 1'

G ra ph ic

S ca le

1/ 2"

'-0

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1' 4'

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S ca le

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'-0

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4'

G ra ph ic

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1/ 8"

'-0

0'

8'

G ra ph ic

S ca le

1/

1' -0

0' 4"

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2'

G ra ph ic

S ca le

3/

1' -0

0' 1'

6" 3"

1'

G ra ph ic

S ca le

1/

2"

'-0

Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

ADDENDUM 4 7.10.26

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text H

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text H

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text

HOUSING SCALE: 1"=20'

AutoCAD SHX Text

HOUSING SERVICE

AutoCAD SHX Text NOTE: ALL UTILITY DEPTHS ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR USING GROUND PENETRATING RADAR AND POTHOLING.

AutoCAD SHX Text

PROFILE VIEW OF BLDG 109

VERTICAL SCALE: 1" = 5'

FIBER BACKBONE

100-CU111

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

'-0

0' 2'

4' 1'

G ra ph ic

S ca le

1/ 2"

'-0

0' 2'

1' 4'

G ra ph ic

S ca le

1/ 4"

'-0

0' 8'

4'

G ra ph ic

S ca le

1/ 8"

'-0

0'

8'

G ra ph ic

S ca le

1/

1' -0

0' 4"

8" 1'

2'

G ra ph ic

S ca le

3/

1' -0

0' 1'

6" 3"

1'

G ra ph ic

S ca le

1/

2"

'-0

Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

ADDENDUM 4 7.10.26

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

4" CI

AutoCAD SHX Text

4" CI

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

24" CLAY

AutoCAD SHX Text

24" PVC

AutoCAD SHX Text

4" CLAY

AutoCAD SHX Text

12" CI

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

15" CPP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text 8" ?

AutoCAD SHX Text H

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

4" CI

AutoCAD SHX Text

4" CI

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

24" CLAY

AutoCAD SHX Text

24" PVC

AutoCAD SHX Text

4" CLAY

AutoCAD SHX Text

12" CI

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

15" CPP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text 8" ?

AutoCAD SHX Text H

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text

BLDG 109 SERVICE SCALE: 1"=20'

AutoCAD SHX Text

BLDG 109 SERVICE

AutoCAD SHX Text NOTE: ALL UTILITY DEPTHS ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR USING GROUND PENETRATING RADAR AND POTHOLING.

PROFILE VIEW OF BLDG 124

VERTICAL SCALE: 1" = 5'

FIBER BACKBONE

100-CU112

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

'-0

0' 2'

4' 1'

G ra ph ic

S ca le

1/ 2"

'-0

0' 2'

1' 4'

G ra ph ic

S ca le

1/ 4"

'-0

0' 8'

4'

G ra ph ic

S ca le

1/ 8"

'-0

0'

8'

G ra ph ic

S ca le

1/

1' -0

0' 4"

8" 1'

2'

G ra ph ic

S ca le

3/

1' -0

0' 1'

6" 3"

1'

G ra ph ic

S ca le

1/

2"

'-0

Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

ADDENDUM 4 7.10.26

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

4" CLAY

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

4" CLAY

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text 70 B

AutoCAD SHX Text 70 C

AutoCAD SHX Text 70 D

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text

BLDG 124 SERVICE SCALE: 1"=20'

AutoCAD SHX Text

BLDG 124 SERVICE

AutoCAD SHX Text NOTE: ALL UTILITY DEPTHS ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR USING GROUND PENETRATING RADAR AND POTHOLING.

AutoCAD SHX Text

AutoCAD SHX Text

PROFILE VIEW OF BLDG 120 - 1

VERTICAL SCALE: 1" = 5'

FIBER BACKBONE

100-CU113

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

'-0

0' 2'

4' 1'

G ra ph ic

S ca le

1/ 2"

'-0

0' 2'

1' 4'

G ra ph ic

S ca le

1/ 4"

'-0

0' 8'

4'

G ra ph ic

S ca le

1/ 8"

'-0

0'

8'

G ra ph ic

S ca le

1/

1' -0

0' 4"

8" 1'

2'

G ra ph ic

S ca le

3/

1' -0

0' 1'

6" 3"

1'

G ra ph ic

S ca le

1/

2"

'-0

Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

ADDENDUM 4 7.10.26

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

8" CAST IRON

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

21" RCP

AutoCAD SHX Text

4" CAST IRON

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

4" DRAIN TILE

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

8" CAST IRON

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

21" RCP

AutoCAD SHX Text

4" CAST IRON

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

4" DRAIN TILE

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text

BLDG 102 SERVICE SCALE: 1"=20'

AutoCAD SHX Text

BLDG 102 SERVICE

AutoCAD SHX Text NOTE: ALL UTILITY DEPTHS ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR USING GROUND PENETRATING RADAR AND POTHOLING.

PROFILE VIEW OF BLDG 123

VERTICAL SCALE: 1" = 5'

FIBER BACKBONE

100-CU114

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

'-0

0' 2'

4' 1'

G ra ph ic

S ca le

1/ 2"

'-0

0' 2'

1' 4'

G ra ph ic

S ca le

1/ 4"

'-0

0' 8'

4'

G ra ph ic

S ca le

1/ 8"

'-0

0'

8'

G ra ph ic

S ca le

1/

1' -0

0' 4"

8" 1'

2'

G ra ph ic

S ca le

3/

1' -0

0' 1'

6" 3"

1'

G ra ph ic

S ca le

1/

2"

'-0

Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

ADDENDUM 4 7.10.26

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

6" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

SIGN

AutoCAD SHX Text 124 E

AutoCAD SHX Text 124 K

AutoCAD SHX Text U

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

4" CLAY

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

4" CLAY

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text 70 D

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text

BLDG 123 SERVICE SCALE: 1"=20'

AutoCAD SHX Text

BLDG 123 SERVICE

AutoCAD SHX Text NOTE: ALL UTILITY DEPTHS ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR USING GROUND PENETRATING RADAR AND POTHOLING.

AutoCAD SHX Text

PROFILE VIEW OF BLDG 120 - 2

VERTICAL SCALE: 1" = 5'

FIBER BACKBONE

100-CU115

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

'-0

0' 2'

4' 1'

G ra ph ic

S ca le

1/ 2"

'-0

0' 2'

1' 4'

G ra ph ic

S ca le

1/ 4"

'-0

0' 8'

4'

G ra ph ic

S ca le

1/ 8"

'-0

0'

8'

G ra ph ic

S ca le

1/

1' -0

0' 4"

8" 1'

2'

G ra ph ic

S ca le

3/

1' -0

0' 1'

6" 3"

1'

G ra ph ic

S ca le

1/

2"

'-0

Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

12" CLAY

AutoCAD SHX Text

10" CLAY

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

12" CLAY

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

4" DRAIN TILE

AutoCAD SHX Text

4" DRAIN TILE

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

12" CLAY

AutoCAD SHX Text

10" CLAY

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

12" CLAY

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

4" DRAIN TILE

AutoCAD SHX Text

4" DRAIN TILE

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text

BLDG 102 SERVICE SCALE: 1"=20'

AutoCAD SHX Text

BLDG 102 SERVICE

NOTE: ALL UTILITY DEPTHS ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR USING GROUND PENETRATING RADAR AND POTHOLING.

PROFILE VIEW OF BLDG 3

VERTICAL SCALE: 1" = 5'

PROFILE VIEW OF BLDG 4

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

PROFILE VIEW OF BLDG 5

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

FIBER BACKBONE

100-CU116

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

'-0

0' 2'

4' 1'

G ra ph ic

S ca le

1/ 2"

'-0

0' 2'

1' 4'

G ra ph ic

S ca le

1/ 4"

'-0

0' 8'

4'

G ra ph ic

S ca le

1/ 8"

'-0

0'

8'

G ra ph ic

S ca le

1/

1' -0

0' 4"

8" 1'

2'

G ra ph ic

S ca le

3/

1' -0

0' 1'

6" 3"

1'

G ra ph ic

S ca le

1/

2"

'-0

Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

ADDENDUM 4 7.10.26

AutoCAD SHX Text

BLDG 4 MH

AutoCAD SHX Text

BLDG 5 MH

AutoCAD SHX Text

BLDG 7 MH

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text H

AutoCAD SHX Text H

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

27" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text H

AutoCAD SHX Text H

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

27" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 6 D

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text

BLDG 4 MH

AutoCAD SHX Text

BLDG 5 MH

AutoCAD SHX Text

BLDG 3, 4 & 5 SERVICE SCALE: 1"=20'

AutoCAD SHX Text

BLDG 3 SERVICE

AutoCAD SHX Text NOTE: ALL UTILITY DEPTHS ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR USING GROUND PENETRATING RADAR AND POTHOLING.

AutoCAD SHX Text

BLDG 4 SERVICE

AutoCAD SHX Text

BLDG 5 SERVICE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PROFILE VIEW OF BLDG 7

VERTICAL SCALE: 1" = 5'

PROFILE VIEW OF BLDG 6

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 5'

FIBER BACKBONE

100-CU117

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

'-0

0' 2'

4' 1'

G ra ph ic

S ca le

1/ 2"

'-0

0' 2'

1' 4'

G ra ph ic

S ca le

1/ 4"

'-0

0' 8'

4'

G ra ph ic

S ca le

1/ 8"

'-0

0'

8'

G ra ph ic

S ca le

1/

1' -0

0' 4"

8" 1'

2'

G ra ph ic

S ca le

3/

1' -0

0' 1'

6" 3"

1'

G ra ph ic

S ca le

1/

2"

'-0

Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

ADDENDUM 4 7.10.26

AutoCAD SHX Text

BLDG 7 MH

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text H

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text H

AutoCAD SHX Text

8" RCP

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text 6 D

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text

BLDG 7 SERVICE SCALE: 1"=20'

AutoCAD SHX Text

BLDG 7 SERVICE

AutoCAD SHX Text NOTE: ALL UTILITY DEPTHS ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR USING GROUND PENETRATING RADAR AND POTHOLING.

AutoCAD SHX Text

BLDG 6 SERVICE

AutoCAD SHX Text

BLDG 6 SERVICE SCALE: 1"=20'

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PROFILE VIEW OF BLDG 34

VERTICAL SCALE: 1" = 5'

FIBER BACKBONE

100-CU132

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

'-0

0' 2'

4' 1'

G ra ph ic

S ca le

1/ 2"

'-0

0' 2'

1' 4'

G ra ph ic

S ca le

1/ 4"

'-0

0' 8'

4'

G ra ph ic

S ca le

1/ 8"

'-0

0'

8'

G ra ph ic

S ca le

1/

1' -0

0' 4"

8" 1'

2'

G ra ph ic

S ca le

3/

1' -0

0' 1'

6" 3"

1'

G ra ph ic

S ca le

1/

2"

'-0

Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

ADDENDUM 4 7.10.26

AutoCAD SHX Text

BLDG 4 MH

AutoCAD SHX Text

BLDG 3 MH

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

27" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

18" CLAY

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

15" CMP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

27" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

18" CLAY

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text

BLDG 3 & 4 SERVICE SCALE: 1"=20'

AutoCAD SHX Text

BLDG 3 & 4 SERVICE

AutoCAD SHX Text NOTE: ALL UTILITY DEPTHS ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR USING GROUND PENETRATING RADAR AND POTHOLING.

AutoCAD SHX Text

VERTICAL SCALE: 1" = 5'

FIBER BACKBONE

100-CU133

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

'-0

0' 2'

4' 1'

G ra ph ic

S ca le

1/ 2"

'-0

0' 2'

1' 4'

G ra ph ic

S ca le

1/ 4"

'-0

0' 8'

4'

G ra ph ic

S ca le

1/ 8"

'-0

0'

8'

G ra ph ic

S ca le

1/

1' -0

0' 4"

8" 1'

2'

G ra ph ic

S ca le

3/

1' -0

0' 1'

6" 3"

1'

G ra ph ic

S ca le

1/

2"

'-0

Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

ADDENDUM 4 7.10.26

AutoCAD SHX Text

6 DUCT BACKBONE

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

FIBER MH

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

4" CI

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

24" CLAY

AutoCAD SHX Text

24" PVC

AutoCAD SHX Text

4" CLAY

AutoCAD SHX Text

12" CI

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

15" CPP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text 24"x26" CONC BOX

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text 8" ?

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

10" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

SIGN

AutoCAD SHX Text

4" CI

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

24" CLAY

AutoCAD SHX Text

24" PVC

AutoCAD SHX Text

4" CLAY

AutoCAD SHX Text

12" CI

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

8" PVC

AutoCAD SHX Text

15" CPP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text 24"x26" CONC BOX

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

12" RCP

AutoCAD SHX Text

6" PVC

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

6" CLAY

AutoCAD SHX Text

8" CLAY

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text 8" ?

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

10" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

10" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

12" PVC

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text U

AutoCAD SHX Text

FIBER BACKBONE SCALE: 1"=20'

AutoCAD SHX Text

FIBER BACKBONE

AutoCAD SHX Text NOTE: ALL UTILITY DEPTHS ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR USING GROUND PENETRATING RADAR AND POTHOLING.

AutoCAD SHX Text

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

F

U.S. Department of Veterans Affairs

E

D

C

B

A

F

E

D

C

B

A

910 7 6 5 4 3 2 1

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

8910 7 6 5 4 3 2 1

RJJ LKS

Revisions: Date:

FINAL BID DOCUMENTS 695-21-700

of

EHRM INFRASTRUCTURE

UPGRADES - MILWAUKEE, WI

SEPTEMBER 5, 2025

Romanyk Consulting Corp. www.romanykconsulting.com 3308 Preston Road, Suite 350-164, Plano, Texas 75093

Romanyk Consulting Focusing on what matters

0' 1'

2' 6" G ra ph ic

S ca le

1"

'-0

0' 1'

2' 6"

G ra ph ic

S ca le

3/ 4"

'-0

0' 2'

4' 1'

G ra ph ic

S ca le

1/ 2"

'-0

0' 2'

1' 4'

G ra ph ic

S ca le

1/ 4"

'-0

0' 8'

4'

G ra ph ic

S ca le

1/ 8"

'-0

0'

8'

G ra ph ic

S ca le

1/

1' -0

0' 4"

8" 1'

2'

G ra ph ic

S ca le

3/

1' -0

0' 1'

6" 3"

1'

G ra ph ic

S ca le

1/

2"

'-0

Sprinklered

Office of Construction and Facilities Management FULLY SPRINKLERED 5000 W. NATIONAL AVENUE MILWAUKEE, WI

15 SUNNEN DR SUITE 104

SAINT LOUIS, MO 63143

314.645.1132 FAX: 314.645.1173

www.imegcorp.com # 17002665.02

35% SCHEMATIC DESIGN SUBMISSION 5.17.21

65% DESIGN DEVELOPMENT SUBMISSION 6.15.21

65% DESIGN DEVELOPMENT RESUBMISSION 8.25.21

95% CONSTRUCTION DOCUMENTS 6.23.22

95% CONSTRUCTION DOCUMENTS RESUBMISSION 6.6.23

0' 3'

6'

1'

G ra ph ic

S ca le

/1

6"

'-0

LINNEA K.

SHAW

062-074863

CIVIL DETAILS

100-CK100

CONCRETE HEADER3

MOUNTABLE CONCRETE CURB AND GUTTER4

CONCRETE CURB AND TERMINAL SECTION2

TYPE 2 UTILITY TRENCH PATCH5 TYPE 3 UTILITY TRENCH PATCH6

GENERAL NOTES

SEE PLAN

5" PCC

4" AGGREGATE BASE

(98% STD. DENSITY) (TYPE A)

COMPACTED SUBGRADE

CORE DRILL HOLE

FOR PIPE ENTRY

SEE PLANS FOR

ELEVATIONS

1" CLEAN STONE,

8" DEPTH

6" PERFORATED PIPE

6" PVC

CORE DRILL HOLE

FOR PIPE ENTRY

SEE PLANS FOR

ELEVATIONS

1" CLEAN STONE,

8" DEPTH

SEE TECHNOLOGY

PLANS FOR MANHOLE

SIZE AND DETAILS

PCC SIDEWALK DETAIL1

MANHOLE DRAINAGE DETAIL7

A A

CROSS-SECTION

PLAN

SECTION A-A

PROFILE

ENGINEERING FABRIC

TO

P

O F

PO

N

D

W

ID

TH

, W

ENGINEERING FABRIC

NOTES:

1. DETAIL DERIVED FROM SUDAS

(DWG NO. 9040.111).

T (ft.)

W (FT.) REVETMENT

2.5 MEDIUM RIP RAP

WATER LEVEL

PIPE OUTLET NEAR POND8

L (ft.)

ADDENDUM 4 7.10.26

AutoCAD SHX Text

NTS

AutoCAD SHX Text

TOP OF CURB

AutoCAD SHX Text

IMPROVED ROADWAY

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UNIMPROVED ROADWAY

AutoCAD SHX Text

GUTTER

AutoCAD SHX Text CONCRETE HEADER 6"x12" [152x305mm] CLASS 'B' CONCRETE FROM BACK OF CURB TO BACK OF CURB

AutoCAD SHX Text 12" [305mm]

AutoCAD SHX Text 6" [150mm]

AutoCAD SHX Text STANDARD CONCRETE VERTICAL CURB TERMINAL SECTION PER VA STANDARD DETAIL 32 05 23-17 "CONCRETE VERTICLE CURB AND TERMINAL SECTION"

AutoCAD SHX Text 1/2" [13mm] BITUMINOUS JOINT FILLER

AutoCAD SHX Text [356mm]

AutoCAD SHX Text [254mm]

AutoCAD SHX Text 10"R

AutoCAD SHX Text 2'

AutoCAD SHX Text [610mm]

AutoCAD SHX Text [254mm]

AutoCAD SHX Text

NOTE: CROSS SLOPE OF GUTTER SAME AS PAVEMENT.

AutoCAD SHX Text [6mm]

AutoCAD SHX Text 10"

AutoCAD SHX Text 14"

AutoCAD SHX Text 1/4" R

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NTS

AutoCAD SHX Text 2" [51mm] R.

AutoCAD SHX Text

H=DESIGN REVEAL

AutoCAD SHX Text NOTES: 1. ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI. 2. MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15' MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15' [4572mm]. 3. 1/2" [13mm] THICK EXPANSION JOINTS SHALL BE 1/2" [13mm] THICK EXPANSION JOINTS SHALL BE LOCATED AT TANGENT POINTS IN CURB RETURNS, TRANSITIONS, AND AT A MAXIMUM OF 60' [1828.8cm] INTERVALS. EXPANSION MATERIAL SHALL ALSO BE PLACED BETWEEN CURBS AND ADJACENT STRUCTURES, SIDEWALKS, DRIVEWAYS AND CURB ACCESS RAMPS. THE 1/2" [13mm] JOINT FILLER SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 4. CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL FOLLOWED BY BRUSHING WITH A FINE BRUSH ALONG THE LENGTH OF THE CURB OR CURB AND GUTTER. 5. SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF FORMS OR MAY BE SLIP FORMED. 6. ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS UNLESS A LARGER RADIUS IS INDICATED BY THE APPLICABLE STANDARD DETAIL OR PROJECT PLANS. 7. FOR REVEALS OF 6" [152mm] TO LESS THAN 8" FOR REVEALS OF 6" [152mm] TO LESS THAN 8" [203mm]. 8. FOR REVEALS OF 8" [203mm] TO 10" [254mm]. FOR REVEALS OF 8" [203mm] TO 10" [254mm]. 9. CURB SHALL BE REPLACED IN KIND AS WHAT WAS CURB SHALL BE REPLACED IN KIND AS WHAT WAS REMOVED. CURB DETAIL SHOWS GENERAL REQUIREMENTS, NOT STYLE.

AutoCAD SHX Text

6 TO 1 (MAX.)

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TOP OF CURB

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NTS

AutoCAD SHX Text 1/2" [13mm] BITUMINOUS JOINT FILLER

AutoCAD SHX Text 3/4" R. [19mm]

AutoCAD SHX Text

ROADWAY & PAVEMENT WIDTH

AutoCAD SHX Text

CONCRETE VERTICAL CURB

AutoCAD SHX Text [241mm] NOTE 7

AutoCAD SHX Text 9 1/2"

AutoCAD SHX Text [254mm] NOTE 8

AutoCAD SHX Text 10"

AutoCAD SHX Text [406mm] NOTE 8

AutoCAD SHX Text 16"

AutoCAD SHX Text [356mm] NOTE 7

AutoCAD SHX Text 14"

AutoCAD SHX Text 6"

AutoCAD SHX Text [152mm]

AutoCAD SHX Text "H"

AutoCAD SHX Text

1:4 CURB

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BATTER

AutoCAD SHX Text

CONCRETE CURB TERMINAL SECTION

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text [152mm]

AutoCAD SHX Text

PAVEMENT SURFACE

AutoCAD SHX Text

DESIGN END OF CURB

AutoCAD SHX Text 4" [100mm] MINIMUM ABC OR THICKNESS OF EXISTING GRANULAR BASE COURSE MATERIALS (E.G. ABC & SELECT MATERIAL) WHICHEVER IS GREATER. PORTLAND CEMENT CONCRETE (PCC) THICKNESS EQUAL TO EXISTING.

AutoCAD SHX Text FOR TRENCH WIDTHS 4' [1219mm] OR LESS REFER TO VA STANDARD DETAIL 32 12 16-01 "TYPE 1 UTILITY TRENCH PATCH". FOR TRENCH WHERE PORTLAND CEMENT CONCRETE (PCC) PAVEMENT EXISTS, REFER TO 32 12 16-03 "TYPE 3 UTILITY TRENCH PATCH".

AutoCAD SHX Text 2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

AutoCAD SHX Text REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

NTS

AutoCAD SHX Text

TRENCH WIDTHS

AutoCAD SHX Text GREATER THAN 4'-0" [1219mm]

AutoCAD SHX Text

TRENCH BACKFILL

AutoCAD SHX Text

SAW CUT EXISTING. ASPHALT FULL DEPTH BOTH SIDES

AutoCAD SHX Text

TACK COAT (TYP.)

AutoCAD SHX Text

EXISTING ASPHALT CONCRETE PAVEMENT

AutoCAD SHX Text

PATCH WIDTH IN

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ACCORDANCE WITH AGENCY REQUIREMENTS

AutoCAD SHX Text

GRANULAR MATERIAL OR PCC

AutoCAD SHX Text 2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

AutoCAD SHX Text BITUMINOUS SURFACE TREATMENT (CHIPSEAL) REQUIRED ONLY FOR LONGITUDINAL TRENCHES WITH WIDTHS GREATER THAN 6' [1829mm].

AutoCAD SHX Text REFER TO VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES" FOR ADDITIONAL INFORMATION.

AutoCAD SHX Text

NTS

AutoCAD SHX Text FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] DELETE LOAD TRANSFER DOWELS.

AutoCAD SHX Text REFER TO NOTE 13 ON VA STANDARD DETAIL 32 12 16-04 "UTILITY TRENCH PAVEMENT PATCH NOTES".

AutoCAD SHX Text

4'-0" MAX.

AutoCAD SHX Text [1219mm]

AutoCAD SHX Text

1'-0" MAX.

AutoCAD SHX Text [305mm]

AutoCAD SHX Text

1'-0" MAX.

AutoCAD SHX Text [305mm]

AutoCAD SHX Text

TRENCH BACKFILL

AutoCAD SHX Text CLASS S CONCRETE f'c=3000 PSI [20.7 MPa]

AutoCAD SHX Text

ASPHALTIC CONCRETE

AutoCAD SHX Text

SAW CUT EXISTING. ASPHALT FULL DEPTH BOTH SIDES

AutoCAD SHX Text

TACK COAT (TYP.)

AutoCAD SHX Text

EXISTING PAVEMENT (TYP)

AutoCAD SHX Text

VARIES

AutoCAD SHX Text T/2

AutoCAD SHX Text T

AutoCAD SHX Text

EXISTING ASPHALT CONCRETE PAVEMENT (TYP)

AutoCAD SHX Text

1'-0" MAX.

AutoCAD SHX Text [305mm]

AutoCAD SHX Text

1'-0" MAX.

AutoCAD SHX Text [305mm]

AutoCAD SHX Text

1'-0" MAX.

AutoCAD SHX Text [305mm]

AutoCAD SHX Text

1'-0" MAX.

AutoCAD SHX Text [305mm]

AutoCAD SHX Text 6"-14" [150-355mm]

AutoCAD SHX Text LOAD TRANSFER DOWELS. REFER TO VA STANDARD DETAIL 32 12 16-04 FOR PLACEMENT DETAILS

AutoCAD SHX Text

1. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE. 2. TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305mm] ABOVE THE TOP OF PIPE AND TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305mm] ABOVE THE TOP OF PIPE AND SHALL BE PER SECTION 312011. 3. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER SECTION 312011. BACKFILL COMPACTION REQUIREMENTS SHALL BE PER SECTION 312011. 4. THE 1 FOOT [305mm] TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2 THE 1 FOOT [305mm] TRENCH "SHOULDER" AREAS SHALL BE DELETED FOR TYPE 2 TRENCHES. 5. PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF PORTLAND CEMENT CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 320523. 6. ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ASPHALTIC TACK MATERIAL SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 321216. 7. ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION ASPHALTIC CONCRETE SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 321216 FOR THE TYPE SPECIFIED. 8. BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH THE BITUMINOUS SURFACE TREATMENT (CHIP SEAL) SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 321216 FOR THE TYPE SPECIFIED. 9. LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE SHALL LOAD TRANSFER DOWELS FOR JOINTS TRANSVERSE TO THE ROADWAY CENTERLINE SHALL BE SMOOTH STEEL DOWELS IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 320523. DOWELS SHALL BE SIZED AND SPACED AS FOLLOWS: PCCP THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING THICKNESS DOWEL SIZE DOWEL LENGTH DOWEL SPACING DOWEL SIZE DOWEL LENGTH DOWEL SPACING DOWEL LENGTH DOWEL SPACING DOWEL SPACING 6" [150mm] #5 [No. 16] 12" [305mm] 18" [455mm] #5 [No. 16] 12" [305mm] 18" [455mm] 12" [305mm] 18" [455mm] 18" [455mm] 7" [180mm] #6 [No. 19] 15" [380mm] 15" [380mm] #6 [No. 19] 15" [380mm] 15" [380mm] 15" [380mm] 15" [380mm] 15" [380mm] 8" [180mm] #8 [No. 19] 15" [380mm] 12" [305mm] #8 [No. 19] 15" [380mm] 12" [305mm] 15" [380mm] 12" [305mm] 12" [305mm] 10" [180mm] #10 [No. 19] 15" [380mm] 12" [305mm] #10 [No. 19] 15" [380mm] 12" [305mm] 15" [380mm] 12" [305mm] 12" [305mm] 10. DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE DEFORMED TIE BARS SHALL BE USED IN TRENCH PATCHES LONGITUDINAL TO THE ROADWAY CENTERLINE WHEN THE TRENCH LENGTH IS GREATER THAN 50 FEET [15240mm]. TIE BARS SHALL BE 24 INCHES [610mm] LONG. DEFORMED #4 [No. 13] BARS FOR PCCP LESS THAN 8 INCHES [205mm] THICK AND #5 [No. 16] BARS IF 8 INCHES [205mm] THICK OR MORE. TIE BARS SHALL BE PLACED 30 INCHES [760mm] CENTER-TO-CENTER. 11.

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