Amendment 0003 - ATT 2- Ft Meade - Addendum 1 - Drawing Set.pdf

PDF 3 MB Posted

Attached to
#568-21-701 EHRM Infrastructure Upgrades Construction Fort Meade, SD Federal contract opportunity
Solicitation number
36C77625B0015
Issued by
Department of Veterans Affairs Technology Acquisition Center Austin

About this file

Written by GovTribe AI ·

The document is a set of technical drawings for the EHRM Infrastructure Upgrades Construction project at Fort Meade, South Dakota. The drawings cover multiple disciplines, including civil fiber optics plans, structural details, electrical demolition plans, and telecommunications remodel plans for Buildings 88 and 145. Key technical details include:

Civil Fiber Optics Plans: Detailed schematics for installing new fiber optic conduit banks, including specifications for PVC conduit (Schedule 40), concrete encasement, trench depths (54" minimum below finished grade), and connection to existing telecommunication vaults. The plans outline precise routing across multiple station points, with conduit sizes ranging from 2" to 4" PVC. Detailed general notes cover installation requirements, utility separation, backfilling, and restoration of concrete and landscaping. Structural details include foundation plans and framing configurations for the infrastructure upgrade, with specific annotations for existing concrete elements and structural considerations.

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Other files for this federal contract opportunity

Other files attached to #568-21-701 EHRM Infrastructure Upgrades Construction Fort Meade, SD, newest first.
File Type Posted
Amendment 4 - Abstract of Bids - Ft Meade SD.pdf PDF
36C77625B0015 0004.pdf PDF
Amendment 0003 - ATT 4 Ft. Meade VA Addition Geotech Report.pdf PDF
36C77625B0015 0003.pdf PDF
Amendment 0003 - ATT 3 - Drawing Index.xlsx XLSX spreadsheet
Amendment 0003 - ATT 1 - RFI Responses_updated 073025.pdf PDF
36C77625B0015 0002.pdf PDF
Amendment 0002 - Attachment 01 - RFI Responses - Fort Meade.pdf PDF
36C77625B0015 0001.pdf PDF
Amendment 0001 - ATT 01 - EHRM Site Visit Sign In Sheet.pdf PDF
Attachment 05 - CD Drawings - Volume 3.pdf PDF
Attachment 09 - Fort Meade Campus Map.pdf PDF
Attachment 12 - Brand Name Justification_Redacted.pdf PDF
Attachment 13 - Limitations on Subcontracting - Construction.pdf PDF
Attachment 03 - CD Drawings - Volume 1.pdf PDF
Attachment 10 - VHA PCRA Template 5 19 25.pdf PDF
Attachment 11 - VHA ICRA-Sample for EHRM 5 19 25.pdf PDF
Attachment 01 - CD Specs Vol 1.pdf PDF
Attachment 04 - CD Drawings - Volume 2.pdf PDF
Attachment 06 - Wage Rate Determination - Fort Meade.pdf PDF
Attachment 08 - Fort Meade Site Visit with Maps.pdf PDF
Attachment 14 - Addendum 148-TD-014A 148-TN-014A.pdf PDF
Attachment 02 - CD Specs Vol 2.pdf PDF
36C77625B0015_1.pdf PDF
Attachment 07 - Fort Meade - Hazardous Materials Report.pdf PDF
Attachment 15 - SOW 568 21 701 EHRM Infra Upgrades Bldg.pdf PDF
Show all 26

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PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

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

VA PROJECT DIRECTOR

Revisions: Date:

FLS

CD DT

EHRM INFRASTRUCTURE UPGRADE

FORT MEADE, SOUTH DAKOTA

FULLY SPRINKLERED

11/05/2024

568-21-701100% - CONSTRUCTION

DOCUMENTSGDM - AE, INC.

1308 NE 134TH ST SUITE A

VANCOUVER, WA 98685

541.436.4723

WILL GORDON

A/E:

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

Addendum 1 - Bid Solicitation 07/28/2025 FOR OFFICIAL USE ONLY (FOUO)U.S. Department of Veterans Affairs

GDM

1308 NE 134TH ST SUITE A

VANCOUVER, WA 98685

541.436.4723

CELYN DEZMAIN, PE

CIVIL ENGINEER:

CU0102

1"=20'-0"SCALE:

BLDG 46, T-296

FIBER OPTICS PLAN

CIVIL - FIBER OPTICS PLAN

NORTH

A

B

C

D

21 4 5 6 7 8 9

CORE AND CONNECT

NEW CONDUIT TO

EXISTING CONCRETE

TELECOMMUNICATION

VAULT

CORE AND CONNECT

NEW CONDUIT TO

EXISTING CONCRETE

TELECOMMUNICATION

VAULT

INSTALL 90° LONG

SWEEP BENDS

INSTALL 90° LONG

SWEEP BENDS

INSTALL 90° LONG

SWEEP BENDS

PROPOSED (2) 2" PVC CONCRETE ENCASED

CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL SWEEP TO CONNECT TO

BUILDING. REFER TO

TELECOMMUNICATIONS DRAWINGS

FOR DETAILS

INSTALL SWEEP TO CONNECT TO

BUILDING. REFER TO

TELECOMMUNICATIONS DRAWINGS

FOR DETAILS

CONTRACTOR SHALL RESTORE CONCRETE,

ASPHALTIC CONCRETE AND LANDSCAPING

TO EXISTING CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE CONCRETE,

ASPHALTIC CONCRETE AND LANDSCAPING

TO EXISTING CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE CONCRETE,

ASPHALTIC CONCRETE AND LANDSCAPING

TO EXISTING CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE CONCRETE,

ASPHALTIC CONCRETE AND LANDSCAPING

TO EXISTING CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE CONCRETE,

ASPHALTIC CONCRETE AND LANDSCAPING

TO EXISTING CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE CONCRETE,

ASPHALTIC CONCRETE AND LANDSCAPING

TO EXISTING CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE CONCRETE,

ASPHALTIC CONCRETE AND LANDSCAPING

TO EXISTING CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE CONCRETE,

ASPHALTIC CONCRETE AND LANDSCAPING

TO EXISTING CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

GENERAL NOTES:

1. ALL PVC CONDUITS TO BE SCHEDULE 40 PVC. REFER TO PLAN SHEET FOR SIZE AND QUANTITY.

2. REFER TO SPECIFICATIONS FOR TRENCHING BACKFILLING AND COMPACTION REQUIREMENTS

3. REFER TO ELECTRICAL PLANS FOR INSTALLATION OF ALL CONDUIT WITHIN 5.0-FT OF BUILDINGS AND IN OTHER LOCATIONS NOTED ON CIVIL

PLANS.

4. TOPS OF CONCRETE ENCASED DUCTS SHALL BE 54" MIN BELOW FINISHED GRADE, AND NOT LESS THAN DEPTHS SHOWN ON CIVIL PLANS.

5. ALL CONCRETE-ENCASED CONDUIT IS EXPECTED TO BE INSTALLED BY OPEN TRENCH. DIRECTIONAL BORING OR JACKING OF CONDUIT IS NOT

ANTICIPATED FOR THIS PROJECT. IF CONTRACTOR WISHES TO INSTALL BY BORING OR JACKING, PLANS TO DO SO MUST BE APPROVED BY THE

COR PRIOR TO CONSTRUCTION.

6. BEFORE PERFORMING TRENCHING WORK, CONTRACTOR SHALL PERFORM A GROUND PENETRATING RADAR SURVEY TO REVEAL ALL EXISTING

UNDERGROUND DUCTS, CONDUITS, CABLES AND OTHER UTILITY SYSTEMS.

7. ALL MULTIPLE CONDUIT RUNS SHALL HAVE CONDUIT SPACERS SECURELY SUPPORTING AND MAINTAINING UNIFORM SPACING OF THE DUCT ASSEMBLY AND SHALL BE INSTALLED IN ACCORDANCE SPECIFICATIONS AND DUCT BANK DETAILS.

8. PITCH CONDUIT TRENCHES TOWARD MANHOLES/PULLBOXES, OR BOTH WAYS FROM HIGH POINTS BETWEEN STRUCTURES WITH A MINIMUM

SLOPE OF 0.40% TO ACHIEVE REQUIRED DUCT LINE DRAINAGE.

9. AVOID SLOPING CONDUIT DUCTS TOWARD BUILDINGS.

10. AFTER CONCRETE-ENCASED DUCTS HAVE SUFFICIENTLY CURED, CONTRACTOR SHALL BACKFILL TRENCH IN GRADE WITH EARTH, AND INSTALL THE

APPROPRIATE WARNING TAPE APPROXIMATELY 12" ABOVE THE DUCTS.

11. MAINTAIN 12" MINIMUM VERTICAL SEPARATION BETWEEN EXTERIOR OF CONCRETE ENCASEMENT OF DUCT LINES AND OTHER UTILITY SYSTEMS

INCLUDING SANITARY SEWER, WATER MAIN, STORM SEWER, AND CHILLED WATER AT ALL CROSSINGS.

14. KEEP DUCTS CLEAN OF EARTH, SAND, OR GRAVEL AND SEAL WITH TAPERED PLUGS UPON COMPLETION OF EACH PORTION OF WORK.

15. CONTRACTOR SHALL PROTECT ANY ADJACENT EXISTING CONCRETE SIDEWALKS WITHIN THE AREA TO AVOID DAMAGE.

13. CONTRACTOR IS RESPONSIBLE FOR SUPPORTING EXISTING EQUIPMENT AND UTILITIES ADJACENT TO FIBER CONDUITS TO AVOID DAMAGE OR FAILURE.

12. CONDUITS SHALL BE DEFLECTED UNDER EXISTING UTILITIES AS REQUIRED TO ACHIEVE MIN. ALLOWABLE VERTICAL AND HORIZONTAL SEPARATION

UNLESS OTHERWISE NOTED ON PLANS.

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 400 L.F. (2) 2" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 74 L.F. (2) 2" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 57 L.F. (2) 2" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

M

AT

CH

L

IN

E

SH

EE

T

CU

MATCH LINE

SHEET CU0103

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 49 L.F. (6) 2" PVC CONCRETE

ENCASED CONDUIT FROM STA: 12+95 -

13+44. SEE DUCT BANK DETAIL CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 297 L.F. (2) 2" PVC CONCRETE

ENCASED CONDUIT FROM STA: 9+53 -

12+50. SEE DUCT BANK DETAIL CJ0001

INSTALL 90° LONG

SWEEP BENDS

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 45 L.F. (4) 2" PVC CONCRETE

ENCASED CONDUIT FROM STA: 12+50 -

12+95. SEE DUCT BANK DETAIL CJ0001

AutoCAD SHX Text

SDIN#6

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SDMH#5

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SDMH#2

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EMH 4

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AutoCAD SHX Text Rebar & Cap

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EMH 35

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SMH#16

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6"PVC

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6"PVC

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8"PVC

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8"VCP

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12"VCP

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AutoCAD SHX Text %%212"

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SAN

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AutoCAD SHX Text T-296

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Celyn Dezmain CJD Stamp

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2+

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

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

VA PROJECT DIRECTOR

Revisions: Date:

FLS

CD DT

EHRM INFRASTRUCTURE UPGRADE

FORT MEADE, SOUTH DAKOTA

FULLY SPRINKLERED

11/05/2024

568-21-701100% - CONSTRUCTION

DOCUMENTSGDM - AE, INC.

1308 NE 134TH ST SUITE A

VANCOUVER, WA 98685

541.436.4723

WILL GORDON

A/E:

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

Addendum 1 - Bid Solicitation 07/28/2025 FOR OFFICIAL USE ONLY (FOUO)U.S. Department of Veterans Affairs

GDM

1308 NE 134TH ST SUITE A

VANCOUVER, WA 98685

541.436.4723

CELYN DEZMAIN, PE

CIVIL ENGINEER:

CU0103

1"=20'-0"SCALE:

BLDG 40, 48, 50, 88, 89, 90, 91, T-171

PRIMARY FIBER OPTICS PLAN

CIVIL - FIBER OPTICS PLAN

NORTH

321 4 5 6 7 8 9 10

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

INSTALL SWEEP TO CONNECT TO

BUILDING. REFER TO

TELECOMMUNICATIONS DRAWINGS

FOR DETAILS

INSTALL SWEEP TO CONNECT TO

BUILDING. REFER TO

TELECOMMUNICATIONS DRAWINGS

FOR DETAILS

INSTALL SWEEP TO CONNECT TO

BUILDING. REFER TO

TELECOMMUNICATIONS DRAWINGS

FOR DETAILS

INSTALL SWEEP TO CONNECT TO

BUILDING. REFER TO

TELECOMMUNICATIONS DRAWINGS

FOR DETAILS

INSTALL SWEEP TO CONNECT TO

BUILDING. REFER TO

TELECOMMUNICATIONS DRAWINGS

FOR DETAILS

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

INSTALL 45° LONG

SWEEP BENDS

INSTALL 45° LONG

SWEEP BENDS

INSTALL 90° LONG

SWEEP BENDS

INSTALL 45° LONG

SWEEP BENDS

INSTALL 90° LONG

SWEEP BENDS

INSTALL 90° LONG

SWEEP BENDS

CORE AND CONNECT NEW CONDUITS

TO EXISTING CONCRETE

TELECOMMUNICATION VAULT

INSTALL PRECAST CONCRETE OLD

CASTLE COVER NO. 55-332P AND

VAULT NO. 504-LA AND CONNECT

PROPOSED CONDUIT.

SEE DETAIL

CORE AND CONNECT NEW CONDUITS

TO EXISTING CONCRETE

TELECOMMUNICATION VAULT

CORE AND CONNECT NEW CONDUITS

TO EXISTING CONCRETE

TELECOMMUNICATION VAULT

GENERAL NOTES:

1. ALL PVC CONDUITS TO BE SCHEDULE 40 PVC. REFER TO PLAN SHEET FOR SIZE AND QUANTITY.

2. REFER TO SPECIFICATIONS FOR TRENCHING BACKFILLING AND COMPACTION REQUIREMENTS

3. REFER TO ELECTRICAL PLANS FOR INSTALLATION OF ALL CONDUIT WITHIN 5.0-FT OF BUILDINGS AND IN OTHER LOCATIONS NOTED ON CIVIL

PLANS.

4. TOPS OF CONCRETE ENCASED DUCTS SHALL BE 54" MIN BELOW FINISHED GRADE, AND NOT LESS THAN DEPTHS SHOWN ON CIVIL PLANS.

5. ALL CONCRETE-ENCASED CONDUIT IS EXPECTED TO BE INSTALLED BY OPEN TRENCH. DIRECTIONAL BORING OR JACKING OF CONDUIT IS NOT

ANTICIPATED FOR THIS PROJECT. IF CONTRACTOR WISHES TO INSTALL BY BORING OR JACKING, PLANS TO DO SO MUST BE APPROVED BY THE

COR PRIOR TO CONSTRUCTION.

6. BEFORE PERFORMING TRENCHING WORK, CONTRACTOR SHALL PERFORM A GROUND PENETRATING RADAR SURVEY TO REVEAL ALL EXISTING

UNDERGROUND DUCTS, CONDUITS, CABLES AND OTHER UTILITY SYSTEMS.

7. ALL MULTIPLE CONDUIT RUNS SHALL HAVE CONDUIT SPACERS SECURELY SUPPORTING AND MAINTAINING UNIFORM SPACING OF THE DUCT ASSEMBLY AND SHALL BE INSTALLED IN ACCORDANCE SPECIFICATIONS AND DUCT BANK DETAILS.

8. PITCH CONDUIT TRENCHES TOWARD MANHOLES/PULLBOXES, OR BOTH WAYS FROM HIGH POINTS BETWEEN STRUCTURES WITH A MINIMUM

SLOPE OF 0.40% TO ACHIEVE REQUIRED DUCT LINE DRAINAGE.

9. AVOID SLOPING CONDUIT DUCTS TOWARD BUILDINGS.

10. AFTER CONCRETE-ENCASED DUCTS HAVE SUFFICIENTLY CURED, CONTRACTOR SHALL BACKFILL TRENCH IN GRADE WITH EARTH, AND INSTALL THE

APPROPRIATE WARNING TAPE APPROXIMATELY 12" ABOVE THE DUCTS.

11. MAINTAIN 12" MINIMUM VERTICAL SEPARATION BETWEEN EXTERIOR OF CONCRETE ENCASEMENT OF DUCT LINES AND OTHER UTILITY SYSTEMS

INCLUDING SANITARY SEWER, WATER MAIN, STORM SEWER, AND CHILLED WATER AT ALL CROSSINGS.

14. KEEP DUCTS CLEAN OF EARTH, SAND, OR GRAVEL AND SEAL WITH TAPERED PLUGS UPON COMPLETION OF EACH PORTION OF WORK.

15. CONTRACTOR SHALL PROTECT ANY ADJACENT EXISTING CONCRETE SIDEWALKS WITHIN THE AREA TO AVOID DAMAGE.

13. CONTRACTOR IS RESPONSIBLE FOR SUPPORTING EXISTING EQUIPMENT AND UTILITIES ADJACENT TO FIBER CONDUITS TO AVOID DAMAGE OR FAILURE.

12. CONDUITS SHALL BE DEFLECTED UNDER EXISTING UTILITIES AS REQUIRED TO ACHIEVE MIN. ALLOWABLE VERTICAL AND HORIZONTAL SEPARATION

UNLESS OTHERWISE NOTED ON PLANS.

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 84 L.F. (2) 4" & (6) 2" PVC CONCRETE

ENCASED CONDUIT FROM STA: 14+67 -

15+51. SEE DUCT BANK DETAIL CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 131 L.F. (2) 2" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 118 L.F. (2) 4" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 14 L.F. (2) 2" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 31 L.F. (2) 2" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 436 L.F. (2) 4" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL 11.25° LONG

SWEEP BENDS

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 223 L.F. (2) 2" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 212 L.F. (2) 2" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 73 L.F. (2) 2" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 454 L.F. (2) 4" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

MATCH LINE

SHEET CU0102

MATCH LINE

SHEET CU0104

CORE AND CONNECT

NEW CONDUIT TO

EXISTING CONCRETE

TELECOMMUNICATION

VAULT

INSTALL 90° LONG

SWEEP BENDS

INSTALL SWEEP TO CONNECT TO

BUILDING. REFER TO

TELECOMMUNICATIONS DRAWINGS

FOR DETAILS

INSTALL SWEEP TO CONNECT TO

BUILDING. REFER TO

TELECOMMUNICATIONS DRAWINGS

FOR DETAILS

CONTRACTOR SHALL RESTORE CONCRETE,

ASPHALTIC CONCRETE AND LANDSCAPING

TO EXISTING CONDITIONS OR BETTER

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 51 L.F. (2) 2" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 74 L.F. (2) 2" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL 90° LONG

SWEEP BENDS

INSTALL 90° LONG

SWEEP BENDS

INSTALL 90° LONG

SWEEP BENDS

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 40 L.F. (2) 4" & (4) 2" PVC CONCRETE

ENCASED CONDUIT FROM STA: 14+27 -

14+67. SEE DUCT BANK DETAIL CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 76 L.F. (2) 4" PVC CONCRETE

ENCASED CONDUIT FROM STA: 13+50 -

14+27. SEE DUCT BANK DETAIL CJ0001

INSTALL 45° LONG

SWEEP BENDS

INSTALL 45° LONG

SWEEP BENDS

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TUNNEL

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SDIN#6

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(NAIL)

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SMH#13B

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SMH#13A

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SMH#13C

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0+

1+

2+

0+

0+

300+00 301+00

302+00

0+

321+00321+02

430+00 431+00 431+24

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

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

VA PROJECT DIRECTOR

Revisions: Date:

FLS

CD DT

EHRM INFRASTRUCTURE UPGRADE

FORT MEADE, SOUTH DAKOTA

FULLY SPRINKLERED

11/05/2024

568-21-701100% - CONSTRUCTION

DOCUMENTSGDM - AE, INC.

1308 NE 134TH ST SUITE A

VANCOUVER, WA 98685

541.436.4723

WILL GORDON

A/E:

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

Addendum 1 - Bid Solicitation 07/28/2025 FOR OFFICIAL USE ONLY (FOUO)U.S. Department of Veterans Affairs

GDM

1308 NE 134TH ST SUITE A

VANCOUVER, WA 98685

541.436.4723

CELYN DEZMAIN, PE

CIVIL ENGINEER:

CU0105

1"=20'-0"SCALE:

BLDG 113, 146, STA 300+00 - 302+93 ; 320+00 - 321+02

PRIMARY FIBER OPTICS PLAN

CIVIL - FIBER OPTICS PLAN

NORTH

INSTALL 45° LONG

SWEEP BENDS

EXISTING TELECOMMUNICATION DUCK BANK

TO BE USED TO RUN NEW A FIBER CIRCUIT

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

INSTALL SWEEP TO CONNECT TO

BUILDING. REFER TO

TELECOMMUNICATIONS DRAWINGS

FOR DETAILS

CORE AND CONNECT NEW CONDUITS

TO EXISTING CONCRETE

TELECOMMUNICATION VAULT

CORE AND CONNECT NEW CONDUITS

TO EXISTING CONCRETE

TELECOMMUNICATION VAULT

CORE AND CONNECT NEW CONDUITS

TO EXISTING CONCRETE

TELECOMMUNICATION VAULT

GENERAL NOTES:

1. ALL PVC CONDUITS TO BE SCHEDULE 40 PVC. REFER TO PLAN SHEET FOR SIZE AND QUANTITY.

2. REFER TO SPECIFICATIONS FOR TRENCHING BACKFILLING AND COMPACTION REQUIREMENTS

3. REFER TO ELECTRICAL PLANS FOR INSTALLATION OF ALL CONDUIT WITHIN 5.0-FT OF BUILDINGS AND IN OTHER LOCATIONS NOTED ON CIVIL

PLANS.

4. TOPS OF CONCRETE ENCASED DUCTS SHALL BE 54" MIN BELOW FINISHED GRADE, AND NOT LESS THAN DEPTHS SHOWN ON CIVIL PLANS.

5. ALL CONCRETE-ENCASED CONDUIT IS EXPECTED TO BE INSTALLED BY OPEN TRENCH. DIRECTIONAL BORING OR JACKING OF CONDUIT IS NOT

ANTICIPATED FOR THIS PROJECT. IF CONTRACTOR WISHES TO INSTALL BY BORING OR JACKING, PLANS TO DO SO MUST BE APPROVED BY THE

COR PRIOR TO CONSTRUCTION.

6. BEFORE PERFORMING TRENCHING WORK, CONTRACTOR SHALL PERFORM A GROUND PENETRATING RADAR SURVEY TO REVEAL ALL EXISTING

UNDERGROUND DUCTS, CONDUITS, CABLES AND OTHER UTILITY SYSTEMS.

7. ALL MULTIPLE CONDUIT RUNS SHALL HAVE CONDUIT SPACERS SECURELY SUPPORTING AND MAINTAINING UNIFORM SPACING OF THE DUCT ASSEMBLY AND SHALL BE INSTALLED IN ACCORDANCE SPECIFICATIONS AND DUCT BANK DETAILS.

8. PITCH CONDUIT TRENCHES TOWARD MANHOLES/PULLBOXES, OR BOTH WAYS FROM HIGH POINTS BETWEEN STRUCTURES WITH A MINIMUM

SLOPE OF 0.40% TO ACHIEVE REQUIRED DUCT LINE DRAINAGE.

9. AVOID SLOPING CONDUIT DUCTS TOWARD BUILDINGS.

10. AFTER CONCRETE-ENCASED DUCTS HAVE SUFFICIENTLY CURED, CONTRACTOR SHALL BACKFILL TRENCH IN GRADE WITH EARTH, AND INSTALL THE

APPROPRIATE WARNING TAPE APPROXIMATELY 12" ABOVE THE DUCTS.

11. MAINTAIN 12" MINIMUM VERTICAL SEPARATION BETWEEN EXTERIOR OF CONCRETE ENCASEMENT OF DUCT LINES AND OTHER UTILITY SYSTEMS

INCLUDING SANITARY SEWER, WATER MAIN, STORM SEWER, AND CHILLED WATER AT ALL CROSSINGS.

14. KEEP DUCTS CLEAN OF EARTH, SAND, OR GRAVEL AND SEAL WITH TAPERED PLUGS UPON COMPLETION OF EACH PORTION OF WORK.

15. CONTRACTOR SHALL PROTECT ANY ADJACENT EXISTING CONCRETE SIDEWALKS WITHIN THE AREA TO AVOID DAMAGE.

13. CONTRACTOR IS RESPONSIBLE FOR SUPPORTING EXISTING EQUIPMENT AND UTILITIES ADJACENT TO FIBER CONDUITS TO AVOID DAMAGE OR FAILURE.

12. CONDUITS SHALL BE DEFLECTED UNDER EXISTING UTILITIES AS REQUIRED TO ACHIEVE MIN. ALLOWABLE VERTICAL AND HORIZONTAL SEPARATION

UNLESS OTHERWISE NOTED ON PLANS.

INSTALL NEW A FIBER CIRCUIT DUCT BANK -

36 L.F. (1) 2" PVC CONCRETE ENCASED

CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 33 L.F. (2) 4" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 99 L.F. (2) 4" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 232 L.F. (2) 4" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 249 L.F. (2) 4" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

M

AT

CH

L

IN

E

SH

EE

T

CU

MATCH LINE

SHEET CU0109

INSTALL SWEEP TO CONNECT TO

BUILDING. REFER TO

TELECOMMUNICATIONS DRAWINGS

FOR DETAILS

INSTALL SWEEP TO CONNECT TO

BUILDING. REFER TO

TELECOMMUNICATIONS DRAWINGS

FOR DETAILS

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

INSTALL NEW A & B FIBER CIRCUIT

DUCT BANK - 124 L.F. (2) 4" PVC

CONCRETE ENCASED CONDUIT.

SEE DUCT BANK DETAIL CJ0001

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18"RCP

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18"RCP

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24"CMP

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12"RCP

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12"RCP

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36"RCP

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8"CMP

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12"CMP

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36"RCP

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TB7A/TB7B

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TB6A1/TB6A2

303+00 304+00 305+00 306+00 307+00 308+00 309+00

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

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

VA PROJECT DIRECTOR

Revisions: Date:

FLS

CD DT

EHRM INFRASTRUCTURE UPGRADE

FORT MEADE, SOUTH DAKOTA

FULLY SPRINKLERED

11/05/2024

568-21-701100% - CONSTRUCTION

DOCUMENTSGDM - AE, INC.

1308 NE 134TH ST SUITE A

VANCOUVER, WA 98685

541.436.4723

WILL GORDON

A/E:

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

Addendum 1 - Bid Solicitation 07/28/2025 FOR OFFICIAL USE ONLY (FOUO)U.S. Department of Veterans Affairs

GDM

1308 NE 134TH ST SUITE A

VANCOUVER, WA 98685

541.436.4723

CELYN DEZMAIN, PE

CIVIL ENGINEER:

CU0106

1"=20'-0"SCALE:

STA 302+93 - 309+66

PRIMARY FIBER OPTICS PLAN

CIVIL - FIBER OPTICS PLAN

NORTH

CORE AND CONNECT NEW CONDUITS

TO EXISTING CONCRETE

TELECOMMUNICATION VAULT

CORE AND CONNECT NEW CONDUITS

TO EXISTING CONCRETE

TELECOMMUNICATION VAULT

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

GENERAL NOTES:

1. ALL PVC CONDUITS TO BE SCHEDULE 40 PVC. REFER TO PLAN SHEET FOR SIZE AND QUANTITY.

2. REFER TO SPECIFICATIONS FOR TRENCHING BACKFILLING AND COMPACTION REQUIREMENTS

3. REFER TO ELECTRICAL PLANS FOR INSTALLATION OF ALL CONDUIT WITHIN 5.0-FT OF BUILDINGS AND IN OTHER LOCATIONS NOTED ON CIVIL

PLANS.

4. TOPS OF CONCRETE ENCASED DUCTS SHALL BE 54" MIN BELOW FINISHED GRADE, AND NOT LESS THAN DEPTHS SHOWN ON CIVIL PLANS.

5. ALL CONCRETE-ENCASED CONDUIT IS EXPECTED TO BE INSTALLED BY OPEN TRENCH. DIRECTIONAL BORING OR JACKING OF CONDUIT IS NOT

ANTICIPATED FOR THIS PROJECT. IF CONTRACTOR WISHES TO INSTALL BY BORING OR JACKING, PLANS TO DO SO MUST BE APPROVED BY THE

COR PRIOR TO CONSTRUCTION.

6. BEFORE PERFORMING TRENCHING WORK, CONTRACTOR SHALL PERFORM A GROUND PENETRATING RADAR SURVEY TO REVEAL ALL EXISTING

UNDERGROUND DUCTS, CONDUITS, CABLES AND OTHER UTILITY SYSTEMS.

7. ALL MULTIPLE CONDUIT RUNS SHALL HAVE CONDUIT SPACERS SECURELY SUPPORTING AND MAINTAINING UNIFORM SPACING OF THE DUCT ASSEMBLY AND SHALL BE INSTALLED IN ACCORDANCE SPECIFICATIONS AND DUCT BANK DETAILS.

8. PITCH CONDUIT TRENCHES TOWARD MANHOLES/PULLBOXES, OR BOTH WAYS FROM HIGH POINTS BETWEEN STRUCTURES WITH A MINIMUM

SLOPE OF 0.40% TO ACHIEVE REQUIRED DUCT LINE DRAINAGE.

9. AVOID SLOPING CONDUIT DUCTS TOWARD BUILDINGS.

10. AFTER CONCRETE-ENCASED DUCTS HAVE SUFFICIENTLY CURED, CONTRACTOR SHALL BACKFILL TRENCH IN GRADE WITH EARTH, AND INSTALL THE

APPROPRIATE WARNING TAPE APPROXIMATELY 12" ABOVE THE DUCTS.

11. MAINTAIN 12" MINIMUM VERTICAL SEPARATION BETWEEN EXTERIOR OF CONCRETE ENCASEMENT OF DUCT LINES AND OTHER UTILITY SYSTEMS

INCLUDING SANITARY SEWER, WATER MAIN, STORM SEWER, AND CHILLED WATER AT ALL CROSSINGS.

14. KEEP DUCTS CLEAN OF EARTH, SAND, OR GRAVEL AND SEAL WITH TAPERED PLUGS UPON COMPLETION OF EACH PORTION OF WORK.

15. CONTRACTOR SHALL PROTECT ANY ADJACENT EXISTING CONCRETE SIDEWALKS WITHIN THE AREA TO AVOID DAMAGE.

13. CONTRACTOR IS RESPONSIBLE FOR SUPPORTING EXISTING EQUIPMENT AND UTILITIES ADJACENT TO FIBER CONDUITS TO AVOID DAMAGE OR FAILURE.

12. CONDUITS SHALL BE DEFLECTED UNDER EXISTING UTILITIES AS REQUIRED TO ACHIEVE MIN. ALLOWABLE VERTICAL AND HORIZONTAL SEPARATION

UNLESS OTHERWISE NOTED ON PLANS.

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 249 L.F. (2) 4" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 269 L.F. (2) 4" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT

BANK - 259 L.F. (2) 4" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK DETAIL

CJ0001

M

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AutoCAD SHX Text 3284.35

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BM 12

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EMH 17

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SMH#34

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8"RCP

AutoCAD SHX Text 6"W

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380+00

381+00

382+00

383+00

402+13

0+

1+

402+00

410+80410+00

310+00

1+

2+

312+45

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

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

VA PROJECT DIRECTOR

Revisions: Date:

FLS

CD DT

EHRM INFRASTRUCTURE UPGRADE

FORT MEADE, SOUTH DAKOTA

FULLY SPRINKLERED

11/05/2024

568-21-701100% - CONSTRUCTION

DOCUMENTSGDM - AE, INC.

1308 NE 134TH ST SUITE A

VANCOUVER, WA 98685

541.436.4723

WILL GORDON

A/E:

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

Addendum 1 - Bid Solicitation 07/28/2025 FOR OFFICIAL USE ONLY (FOUO)U.S. Department of Veterans Affairs

GDM

1308 NE 134TH ST SUITE A

VANCOUVER, WA 98685

541.436.4723

CELYN DEZMAIN, PE

CIVIL ENGINEER:

CU0107

1"=20'-0"SCALE:

BLDG 110, 137, AND 147 ; STA 309+66 - 310+71 ; STA 380+00 - 383+88

PRIMARY FIBER OPTICS PLAN

CIVIL - FIBER OPTICS PLAN

NORTH

CORE AND CONNECT NEW CONDUITS

TO EXISTING CONCRETE

TELECOMMUNICATION VAULT

CORE AND CONNECT NEW CONDUITS

TO EXISTING CONCRETE

TELECOMMUNICATION VAULT

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

EXISTING TELECOMMUNICATION

DUCK BANK TO BE USED TO RUN

NEW A & B FIBER CIRCUIT

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

EXISTING TELECOMMUNICATION

DUCK BANK TO BE USED TO RUN

NEW A & B FIBER CIRCUIT

INSTALL 90° LONG

SWEEP BENDS

EXISTING TELECOMMUNICATION

DUCK BANK TO BE USED TO RUN

NEW A & B FIBER CIRCUIT

INSTALL SWEEP TO CONNECT TO

BUILDING. REFER TO

TELECOMMUNICATIONS DRAWINGS

FOR DETAILS

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

GENERAL NOTES:

1. ALL PVC CONDUITS TO BE SCHEDULE 40 PVC. REFER TO PLAN SHEET FOR SIZE AND QUANTITY.

2. REFER TO SPECIFICATIONS FOR TRENCHING BACKFILLING AND COMPACTION REQUIREMENTS

3. REFER TO ELECTRICAL PLANS FOR INSTALLATION OF ALL CONDUIT WITHIN 5.0-FT OF BUILDINGS AND IN OTHER LOCATIONS NOTED ON CIVIL

PLANS.

4. TOPS OF CONCRETE ENCASED DUCTS SHALL BE 54" MIN BELOW FINISHED GRADE, AND NOT LESS THAN DEPTHS SHOWN ON CIVIL PLANS.

5. ALL CONCRETE-ENCASED CONDUIT IS EXPECTED TO BE INSTALLED BY OPEN TRENCH. DIRECTIONAL BORING OR JACKING OF CONDUIT IS NOT

ANTICIPATED FOR THIS PROJECT. IF CONTRACTOR WISHES TO INSTALL BY BORING OR JACKING, PLANS TO DO SO MUST BE APPROVED BY THE

COR PRIOR TO CONSTRUCTION.

6. BEFORE PERFORMING TRENCHING WORK, CONTRACTOR SHALL PERFORM A GROUND PENETRATING RADAR SURVEY TO REVEAL ALL EXISTING

UNDERGROUND DUCTS, CONDUITS, CABLES AND OTHER UTILITY SYSTEMS.

7. ALL MULTIPLE CONDUIT RUNS SHALL HAVE CONDUIT SPACERS SECURELY SUPPORTING AND MAINTAINING UNIFORM SPACING OF THE DUCT ASSEMBLY AND SHALL BE INSTALLED IN ACCORDANCE SPECIFICATIONS AND DUCT BANK DETAILS.

8. PITCH CONDUIT TRENCHES TOWARD MANHOLES/PULLBOXES, OR BOTH WAYS FROM HIGH POINTS BETWEEN STRUCTURES WITH A MINIMUM

SLOPE OF 0.40% TO ACHIEVE REQUIRED DUCT LINE DRAINAGE.

9. AVOID SLOPING CONDUIT DUCTS TOWARD BUILDINGS.

10. AFTER CONCRETE-ENCASED DUCTS HAVE SUFFICIENTLY CURED, CONTRACTOR SHALL BACKFILL TRENCH IN GRADE WITH EARTH, AND INSTALL THE

APPROPRIATE WARNING TAPE APPROXIMATELY 12" ABOVE THE DUCTS.

11. MAINTAIN 12" MINIMUM VERTICAL SEPARATION BETWEEN EXTERIOR OF CONCRETE ENCASEMENT OF DUCT LINES AND OTHER UTILITY SYSTEMS

INCLUDING SANITARY SEWER, WATER MAIN, STORM SEWER, AND CHILLED WATER AT ALL CROSSINGS.

14. KEEP DUCTS CLEAN OF EARTH, SAND, OR GRAVEL AND SEAL WITH TAPERED PLUGS UPON COMPLETION OF EACH PORTION OF WORK.

15. CONTRACTOR SHALL PROTECT ANY ADJACENT EXISTING CONCRETE SIDEWALKS WITHIN THE AREA TO AVOID DAMAGE.

13. CONTRACTOR IS RESPONSIBLE FOR SUPPORTING EXISTING EQUIPMENT AND UTILITIES ADJACENT TO FIBER CONDUITS TO AVOID DAMAGE OR FAILURE.

12. CONDUITS SHALL BE DEFLECTED UNDER EXISTING UTILITIES AS REQUIRED TO ACHIEVE MIN. ALLOWABLE VERTICAL AND HORIZONTAL SEPARATION

UNLESS OTHERWISE NOTED ON PLANS.

INSTALL NEW A & B

FIBER CIRCUIT DUCT

BANK - 259 L.F. (2) 4"

PVC CONCRETE

ENCASED CONDUIT.

SEE DUCT BANK DETAIL

CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT BANK

- 176 L.F. (2) 2" PVC CONCRETE ENCASED

CONDUIT. SEE DUCT BANK DETAIL CJ0001

INSTALL NEW A & B FIBER CIRCUIT DUCT BANK

- 295 L.F. (2) 4" PVC CONCRETE ENCASED

CONDUIT. SEE DUCT BANK DETAIL CJ0001

INSTALL NEW A & B CIRCUIT DUCT

BANK - 414 L.F. (2) 2" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK

DETAIL CJ0001

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IN

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EMH 21A

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AC

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6"VCP

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6"VCP

AutoCAD SHX Text

15"RCP

AutoCAD SHX Text 12"

AutoCAD SHX Text

21"RCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"VCP

AutoCAD SHX Text

6"VCP

AutoCAD SHX Text

6"VCP

AutoCAD SHX Text 4"W

AutoCAD SHX Text 6"W

AutoCAD SHX Text 6"W

AutoCAD SHX Text 4"W

AutoCAD SHX Text 3"W

AutoCAD SHX Text S

AutoCAD SHX Text Abandoned Open

AutoCAD SHX Text Knology Fiber 8' Deep

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AutoCAD SHX Text

%%U%%OL88

AutoCAD SHX Text %%U%%O86

AutoCAD SHX Text %%U%%O92

AutoCAD SHX Text

%%U%%OCW1

AutoCAD SHX Text %%U%%O87

AutoCAD SHX Text %%U%%O93

AutoCAD SHX Text %%U37

AutoCAD SHX Text %%U36

AutoCAD SHX Text %%U48

AutoCAD SHX Text %%U%%O94A

AutoCAD SHX Text

TEL

AutoCAD SHX Text S

AutoCAD SHX Text

SAN

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TEL

AutoCAD SHX Text

TEL

AutoCAD SHX Text

SAN

AutoCAD SHX Text

6"CW

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

TB12

AutoCAD SHX Text

TR137

2+

3+

4+

355+00356+00357+00358+00359+00

0+

360+94

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

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

VA PROJECT DIRECTOR

Revisions: Date:

FLS

CD DT

EHRM INFRASTRUCTURE UPGRADE

FORT MEADE, SOUTH DAKOTA

FULLY SPRINKLERED

11/05/2024

568-21-701100% - CONSTRUCTION

DOCUMENTSGDM - AE, INC.

1308 NE 134TH ST SUITE A

VANCOUVER, WA 98685

541.436.4723

WILL GORDON

A/E:

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

Addendum 1 - Bid Solicitation 07/28/2025 FOR OFFICIAL USE ONLY (FOUO)U.S. Department of Veterans Affairs

GDM

1308 NE 134TH ST SUITE A

VANCOUVER, WA 98685

541.436.4723

CELYN DEZMAIN, PE

CIVIL ENGINEER:

CU0109

1"=20'-0"SCALE:

STA 354+76 - 360+94 (BLDG 53)

PRIMARY FIBER OPTICS PLAN

CIVIL - FIBER OPTICS PLAN

NORTH

CORE AND CONNECT NEW 2" CONDUIT

TO EXISTING CONCRETE

TELECOMMUNICATION VAULT

TYP. EACH SIDE

CORE AND CONNECT NEW CONDUITS

TO EXISTING CONCRETE

TELECOMMUNICATION VAULT

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

INSTALL 45° LONG

SWEEP BENDS

INSTALL 45° LONG

SWEEP BENDS

INSTALL SWEEP TO CONNECT TO

BUILDING. REFER TO

TELECOMMUNICATIONS DRAWINGS

FOR DETAILS

EXISTING TELECOMMUNICATION

DUCK BANK TO BE USED TO RUN

NEW FIBER FEED "A"

GENERAL NOTES:

1. ALL PVC CONDUITS TO BE SCHEDULE 40 PVC. REFER TO PLAN SHEET FOR SIZE AND QUANTITY.

2. REFER TO SPECIFICATIONS FOR TRENCHING BACKFILLING AND COMPACTION REQUIREMENTS

3. REFER TO ELECTRICAL PLANS FOR INSTALLATION OF ALL CONDUIT WITHIN 5.0-FT OF BUILDINGS AND IN OTHER LOCATIONS NOTED ON CIVIL

PLANS.

4. TOPS OF CONCRETE ENCASED DUCTS SHALL BE 54" MIN BELOW FINISHED GRADE, AND NOT LESS THAN DEPTHS SHOWN ON CIVIL PLANS.

5. ALL CONCRETE-ENCASED CONDUIT IS EXPECTED TO BE INSTALLED BY OPEN TRENCH. DIRECTIONAL BORING OR JACKING OF CONDUIT IS NOT

ANTICIPATED FOR THIS PROJECT. IF CONTRACTOR WISHES TO INSTALL BY BORING OR JACKING, PLANS TO DO SO MUST BE APPROVED BY THE

COR PRIOR TO CONSTRUCTION.

6. BEFORE PERFORMING TRENCHING WORK, CONTRACTOR SHALL PERFORM A GROUND PENETRATING RADAR SURVEY TO REVEAL ALL EXISTING

UNDERGROUND DUCTS, CONDUITS, CABLES AND OTHER UTILITY SYSTEMS.

7. ALL MULTIPLE CONDUIT RUNS SHALL HAVE CONDUIT SPACERS SECURELY SUPPORTING AND MAINTAINING UNIFORM SPACING OF THE DUCT ASSEMBLY AND SHALL BE INSTALLED IN ACCORDANCE SPECIFICATIONS AND DUCT BANK DETAILS.

8. PITCH CONDUIT TRENCHES TOWARD MANHOLES/PULLBOXES, OR BOTH WAYS FROM HIGH POINTS BETWEEN STRUCTURES WITH A MINIMUM

SLOPE OF 0.40% TO ACHIEVE REQUIRED DUCT LINE DRAINAGE.

9. AVOID SLOPING CONDUIT DUCTS TOWARD BUILDINGS.

10. AFTER CONCRETE-ENCASED DUCTS HAVE SUFFICIENTLY CURED, CONTRACTOR SHALL BACKFILL TRENCH IN GRADE WITH EARTH, AND INSTALL THE

APPROPRIATE WARNING TAPE APPROXIMATELY 12" ABOVE THE DUCTS.

11. MAINTAIN 12" MINIMUM VERTICAL SEPARATION BETWEEN EXTERIOR OF CONCRETE ENCASEMENT OF DUCT LINES AND OTHER UTILITY SYSTEMS

INCLUDING SANITARY SEWER, WATER MAIN, STORM SEWER, AND CHILLED WATER AT ALL CROSSINGS.

14. KEEP DUCTS CLEAN OF EARTH, SAND, OR GRAVEL AND SEAL WITH TAPERED PLUGS UPON COMPLETION OF EACH PORTION OF WORK.

15. CONTRACTOR SHALL PROTECT ANY ADJACENT EXISTING CONCRETE SIDEWALKS WITHIN THE AREA TO AVOID DAMAGE.

13. CONTRACTOR IS RESPONSIBLE FOR SUPPORTING EXISTING EQUIPMENT AND UTILITIES ADJACENT TO FIBER CONDUITS TO AVOID DAMAGE OR FAILURE.

12. CONDUITS SHALL BE DEFLECTED UNDER EXISTING UTILITIES AS REQUIRED TO ACHIEVE MIN. ALLOWABLE VERTICAL AND HORIZONTAL SEPARATION

UNLESS OTHERWISE NOTED ON PLANS.

INSTALL NEW A CIRCUIT DUCT BANK

- 429 L.F. (1) 2" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK

DETAIL CJ0001

INSTALL NEW A CIRCUIT DUCT BANK

- 182 L.F. (1) 2" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK

DETAIL CJ0001

MATCH LINE

SHEET CU0105

AutoCAD SHX Text

SDIN#105

AutoCAD SHX Text

SDIN#91

AutoCAD SHX Text

SDIN#90

AutoCAD SHX Text

SDIN#25

AutoCAD SHX Text

SDIN#24

AutoCAD SHX Text

SDMH#23

AutoCAD SHX Text

SDIN#22

AutoCAD SHX Text

LV

AutoCAD SHX Text

RISER

AutoCAD SHX Text

RISER

AutoCAD SHX Text

CP 23

AutoCAD SHX Text B

AutoCAD SHX Text

BM 10

AutoCAD SHX Text

CP 20

AutoCAD SHX Text

TR53

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

AC

AutoCAD SHX Text

EMH 28

AutoCAD SHX Text

CP 500

AutoCAD SHX Text

TR55

AutoCAD SHX Text

EMH 27

AutoCAD SHX Text

SMH#38

AutoCAD SHX Text

SMH#37

AutoCAD SHX Text

SMH#36

AutoCAD SHX Text

LR

AutoCAD SHX Text

LR

AutoCAD SHX Text

LT

AutoCAD SHX Text 8"

AutoCAD SHX Text

24"CMP

AutoCAD SHX Text

24"CMP

AutoCAD SHX Text

24"CMP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

LA

AutoCAD SHX Text

LA

AutoCAD SHX Text

LA

AutoCAD SHX Text

LA

AutoCAD SHX Text

LA

AutoCAD SHX Text

SDIN#91A

AutoCAD SHX Text 6"W

AutoCAD SHX Text

STM

AutoCAD SHX Text

STM

AutoCAD SHX Text

COND

AutoCAD SHX Text

COND

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

STM

AutoCAD SHX Text

FA

AutoCAD SHX Text

STM

AutoCAD SHX Text

STM

AutoCAD SHX Text 6"

AutoCAD SHX Text

SL

AutoCAD SHX Text

SL

AutoCAD SHX Text

GREASE TRAP

AutoCAD SHX Text

6" CIPP

AutoCAD SHX Text

6" CIPP

AutoCAD SHX Text Inv In = 3290.59

AutoCAD SHX Text Inv Out = 3290.21

AutoCAD SHX Text Inv In = 3290.21

AutoCAD SHX Text Inv Out = 3290.59

AutoCAD SHX Text %%U%%O48

AutoCAD SHX Text %%U24

AutoCAD SHX Text %%U52

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text %%U%%O55

AutoCAD SHX Text %%U%%O54

AutoCAD SHX Text %%U%%O51

AutoCAD SHX Text %%U%%O52

AutoCAD SHX Text %%U%%O53

AutoCAD SHX Text %%U%%O18

AutoCAD SHX Text

SAN

AutoCAD SHX Text

SAN

AutoCAD SHX Text

SAN

AutoCAD SHX Text

RISER

AutoCAD SHX Text

RISER

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

384+00

385+00

386+00 387+00

388+00 389+00

390+00

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

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

VA PROJECT DIRECTOR

Revisions: Date:

FLS

CD DT

EHRM INFRASTRUCTURE UPGRADE

FORT MEADE, SOUTH DAKOTA

FULLY SPRINKLERED

11/05/2024

568-21-701100% - CONSTRUCTION

DOCUMENTSGDM - AE, INC.

1308 NE 134TH ST SUITE A

VANCOUVER, WA 98685

541.436.4723

WILL GORDON

A/E:

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

Addendum 1 - Bid Solicitation 07/28/2025 FOR OFFICIAL USE ONLY (FOUO)U.S. Department of Veterans Affairs

GDM

1308 NE 134TH ST SUITE A

VANCOUVER, WA 98685

541.436.4723

CELYN DEZMAIN, PE

CIVIL ENGINEER:

CU0110

1"=20'-0"SCALE:

STA 383+88 - 390+60

PRIMARY FIBER OPTICS PLAN

CIVIL - FIBER OPTICS PLAN

NORTH

CORE AND CONNECT NEW CONDUITS

TO EXISTING CONCRETE

TELECOMMUNICATION VAULT

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

CONTRACTOR SHALL RESTORE

CONCRETE, ASPHALTIC CONCRETE

AND LANDSCAPING TO EXISTING

CONDITIONS OR BETTER

INSTALL VERTICAL BENDS TO

DEFLECT CONDUITS UNDER

EXISTING UTILITIES AS REQUIRED

TO ACHIEVE MIN. ALLOWABLE

VERTICAL AND HORIZONTAL

SEPARATION

GENERAL NOTES:

1. ALL PVC CONDUITS TO BE SCHEDULE 40 PVC. REFER TO PLAN SHEET FOR SIZE AND QUANTITY.

2. REFER TO SPECIFICATIONS FOR TRENCHING BACKFILLING AND COMPACTION REQUIREMENTS

3. REFER TO ELECTRICAL PLANS FOR INSTALLATION OF ALL CONDUIT WITHIN 5.0-FT OF BUILDINGS AND IN OTHER LOCATIONS NOTED ON CIVIL

PLANS.

4. TOPS OF CONCRETE ENCASED DUCTS SHALL BE 54" MIN BELOW FINISHED GRADE, AND NOT LESS THAN DEPTHS SHOWN ON CIVIL PLANS.

5. ALL CONCRETE-ENCASED CONDUIT IS EXPECTED TO BE INSTALLED BY OPEN TRENCH. DIRECTIONAL BORING OR JACKING OF CONDUIT IS NOT

ANTICIPATED FOR THIS PROJECT. IF CONTRACTOR WISHES TO INSTALL BY BORING OR JACKING, PLANS TO DO SO MUST BE APPROVED BY THE

COR PRIOR TO CONSTRUCTION.

6. BEFORE PERFORMING TRENCHING WORK, CONTRACTOR SHALL PERFORM A GROUND PENETRATING RADAR SURVEY TO REVEAL ALL EXISTING

UNDERGROUND DUCTS, CONDUITS, CABLES AND OTHER UTILITY SYSTEMS.

7. ALL MULTIPLE CONDUIT RUNS SHALL HAVE CONDUIT SPACERS SECURELY SUPPORTING AND MAINTAINING UNIFORM SPACING OF THE DUCT ASSEMBLY AND SHALL BE INSTALLED IN ACCORDANCE SPECIFICATIONS AND DUCT BANK DETAILS.

8. PITCH CONDUIT TRENCHES TOWARD MANHOLES/PULLBOXES, OR BOTH WAYS FROM HIGH POINTS BETWEEN STRUCTURES WITH A MINIMUM

SLOPE OF 0.40% TO ACHIEVE REQUIRED DUCT LINE DRAINAGE.

9. AVOID SLOPING CONDUIT DUCTS TOWARD BUILDINGS.

10. AFTER CONCRETE-ENCASED DUCTS HAVE SUFFICIENTLY CURED, CONTRACTOR SHALL BACKFILL TRENCH IN GRADE WITH EARTH, AND INSTALL THE

APPROPRIATE WARNING TAPE APPROXIMATELY 12" ABOVE THE DUCTS.

11. MAINTAIN 12" MINIMUM VERTICAL SEPARATION BETWEEN EXTERIOR OF CONCRETE ENCASEMENT OF DUCT LINES AND OTHER UTILITY SYSTEMS

INCLUDING SANITARY SEWER, WATER MAIN, STORM SEWER, AND CHILLED WATER AT ALL CROSSINGS.

14. KEEP DUCTS CLEAN OF EARTH, SAND, OR GRAVEL AND SEAL WITH TAPERED PLUGS UPON COMPLETION OF EACH PORTION OF WORK.

15. CONTRACTOR SHALL PROTECT ANY ADJACENT EXISTING CONCRETE SIDEWALKS WITHIN THE AREA TO AVOID DAMAGE.

13. CONTRACTOR IS RESPONSIBLE FOR SUPPORTING EXISTING EQUIPMENT AND UTILITIES ADJACENT TO FIBER CONDUITS TO AVOID DAMAGE OR FAILURE.

12. CONDUITS SHALL BE DEFLECTED UNDER EXISTING UTILITIES AS REQUIRED TO ACHIEVE MIN. ALLOWABLE VERTICAL AND HORIZONTAL SEPARATION

UNLESS OTHERWISE NOTED ON PLANS.

EXISTING TELECOMMUNICATION

DUCK BANK TO BE USED TO RUN

NEW A FIBER CIRCUIT

INSTALL NEW A & B CIRCUIT DUCT

BANK - 414 L.F. (2) 2" PVC CONCRETE

ENCASED CONDUIT. SEE DUCT BANK

DETAIL CJ0001

M

AT

CH

L

IN

E

SH

EE

T

CU

M

AT

CH

L

IN

E

SH

EE

T

CU

AutoCAD SHX Text

SDIN#99

AutoCAD SHX Text

SDIN#100

AutoCAD SHX Text

SDIN#101

AutoCAD SHX Text

RISER

AutoCAD SHX Text

RISER

AutoCAD SHX Text

TEL

AutoCAD SHX Text

TR168

AutoCAD SHX Text

TEL

AutoCAD SHX Text

EMH 22

AutoCAD SHX Text

EMH 23

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

CP 24

AutoCAD SHX Text

CP 24

AutoCAD SHX Text

SMH#63

AutoCAD SHX Text

6"VCP

AutoCAD SHX Text

6"VCP

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text

8"VCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text 12"

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

15"RCP

AutoCAD SHX Text

15"RCP

AutoCAD SHX Text

15"RCP

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"W

AutoCAD SHX Text 6"W

AutoCAD SHX Text

6" SAN

AutoCAD SHX Text S

AutoCAD SHX Text

6" SAN

AutoCAD SHX Text

6" SAN

AutoCAD SHX Text 6"W

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

2-1/2" PVC WL

AutoCAD SHX Text

SL

AutoCAD SHX Text %%U%%O95

AutoCAD SHX Text %%U18

AutoCAD SHX Text %%U19

AutoCAD SHX Text %%U20

AutoCAD SHX Text %%U%%O95B

AutoCAD SHX Text %%U%%O94

AutoCAD SHX Text %%U%%O95A

AutoCAD SHX Text

SAN

AutoCAD SHX Text

TEL

AutoCAD SHX Text

AutoCAD SHX Text T-274

AutoCAD SHX Text 159B

AutoCAD SHX Text

AutoCAD SHX Text

TB 168

393+65

390+00 391+00

392+00

3+

PROJECT NO.

BUILDING NO.

DRAWING NO.

PROJECT TITLE

LOCATION

ISSUE DATE CHECKED DRAWN

DRAWING TITLE

APPROVED:

VA FORM 08 - 6231

A

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

VA PROJECT DIRECTOR

Revisions: Date:

FLS

CD DT

EHRM INFRASTRUCTURE UPGRADE

FORT MEADE, SOUTH DAKOTA

FULLY SPRINKLERED

11/05/2024

568-21-701100% - CONSTRUCTION

DOCUMENTSGDM - AE, INC.

1308 NE 134TH ST SUITE A

VANCOUVER, WA 98685

541.436.4723

WILL GORDON

A/E:

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

Addendum 1 - Bid Solicitation 07/28/2025 FOR OFFICIAL USE ONLY (FOUO)U.S. Department of Veterans Affairs

GDM

1308 NE 134TH ST SUITE A

VANCOUVER, WA 98685

541.436.4723

CELYN DEZMAIN, PE

CIVIL ENGINEER:

CU0111

1"=20'-0"SCALE:

STA 390+60 - 393+65 (BLDG 103)

PRIMARY FIBER OPTICS PLAN

CIVIL - FIBER OPTICS PLAN

NORTH

EXISTING TELECOMMUNICATION

DUCK BANK TO BE USED TO RUN

NEW A FIBER CIRCUIT

GENERAL NOTES:

1. ALL PVC CONDUITS TO BE SCHEDULE 40 PVC. REFER TO PLAN SHEET FOR SIZE AND QUANTITY.

2. REFER TO SPECIFICATIONS FOR TRENCHING BACKFILLING AND COMPACTION REQUIREMENTS

3. REFER TO ELECTRICAL PLANS FOR INSTALLATION OF ALL CONDUIT WITHIN 5.0-FT OF BUILDINGS AND IN OTHER LOCATIONS NOTED ON CIVIL

PLANS.

4. TOPS OF CONCRETE ENCASED DUCTS SHALL BE 54" MIN BELOW FINISHED GRADE, AND NOT LESS THAN DEPTHS SHOWN ON CIVIL PLANS.

5. ALL CONCRETE-ENCASED CONDUIT IS EXPECTED TO BE INSTALLED BY OPEN TRENCH. DIRECTIONAL BORING OR JACKING OF CONDUIT IS NOT

ANTICIPATED FOR THIS PROJECT. IF CONTRACTOR WISHES TO INSTALL BY BORING OR JACKING, PLANS TO DO SO MUST BE APPROVED BY THE

COR PRIOR TO CONSTRUCTION.

6. BEFORE PERFORMING TRENCHING WORK, CONTRACTOR SHALL PERFORM A GROUND PENETRATING RADAR SURVEY TO REVEAL ALL EXISTING

UNDERGROUND DUCTS, CONDUITS, CABLES AND OTHER UTILITY SYSTEMS.

7. ALL MULTIPLE CONDUIT RUNS SHALL HAVE CONDUIT SPACERS SECURELY SUPPORTING AND MAINTAINING UNIFORM SPACING OF THE DUCT ASSEMBLY AND SHALL BE INSTALLED IN ACCORDANCE SPECIFICATIONS AND DUCT BANK DETAILS.

8. PITCH CONDUIT TRENCHES TOWARD MANHOLES/PULLBOXES, OR BOTH WAYS FROM HIGH POINTS BETWEEN STRUCTURES WITH A MINIMUM

SLOPE OF 0.40% TO ACHIEVE REQUIRED DUCT LINE DRAINAGE.

9. AVOID SLOPING CONDUIT DUCTS TOWARD BUILDINGS.

10. AFTER CONCRETE-ENCASED DUCTS HAVE SUFFICIENTLY CURED, CONTRACTOR SHALL BACKFILL TRENCH IN GRADE WITH EARTH, AND INSTALL THE

APPROPRIATE WARNING TAPE APPROXIMATELY 12" ABOVE THE DUCTS.

11. MAINTAIN 12" MINIMUM VERTICAL SEPARATION BETWEEN EXTERIOR OF CONCRETE ENCASEMENT OF DUCT LINES AND OTHER UTILITY SYSTEMS

INCLUDING SANITARY SEWER, WATER MAIN, STORM SEWER, AND CHILLED WATER AT ALL CROSSINGS.

14. KEEP DUCTS CLEAN OF EARTH, SAND, OR GRAVEL AND SEAL WITH TAPERED PLUGS UPON COMPLETION OF EACH PORTION OF WORK.

15. CONTRACTOR SHALL PROTECT ANY ADJACENT EXISTING CONCRETE SIDEWALKS WITHIN THE AREA TO AVOID DAMAGE.

13. CONTRACTOR IS RESPONSIBLE FOR SUPPORTING EXISTING EQUIPMENT AND UTILITIES ADJACENT TO FIBER CONDUITS TO AVOID DAMAGE OR FAILURE.

12. CONDUITS SHALL BE DEFLECTED UNDER EXISTING UTILITIES AS REQUIRED TO ACHIEVE MIN. ALLOWABLE VERTICAL AND HORIZONTAL SEPARATION

UNLESS OTHERWISE NOTED ON PLANS.

EXISTING TELECOMMUNICATION

DUCK BANK TO BE USED TO RUN

NEW A FIBER CIRCUIT

M

AT

CH

L

IN

E

SH

EE

T

CU

INSTALL NEW PRECAST

OLDCASTLE VAULT 504-LA. SEE

PRECAST VAULT DETAIL NO. 1 ON

SHEET CJ0002

AutoCAD SHX Text

SDIN#96

AutoCAD SHX Text

SDIN#97

AutoCAD SHX Text

SDIN#98

AutoCAD SHX Text

CO

AutoCAD SHX Text S

AutoCAD SHX Text

EMH 23

AutoCAD SHX Text 3292.07

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

RISER

AutoCAD SHX Text

RISER

AutoCAD SHX Text E

AutoCAD SHX Text

EMH 23A

AutoCAD SHX Text

SMH#64

AutoCAD SHX Text

6"VCP

AutoCAD SHX Text

6"VCP

AutoCAD SHX Text

6"VCP

AutoCAD SHX Text

SMH#48

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

SMH#47

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

6"PVC

AutoCAD SHX Text

SDIN#96A

AutoCAD SHX Text 12"

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text 12"

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

PRV

AutoCAD SHX Text 4"W

AutoCAD SHX Text 6"W

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text %%U18

AutoCAD SHX Text 4"W

AutoCAD SHX Text

SAN

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TEL

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SAN

AutoCAD SHX Text

SAN

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

El ev at io n

El ev at io n

Station

354+50 354+75 355+00 355+25 355+50 355+75 356+00 356+25 356+50 356+75 357+00 357+25 357+50 357+75 358+00 358+25 358+50 358+75 359+00 359+25 359+50 359+75 360+00 360+25 360+50 360+75 360+94

INSTALL SWEEP TO CONNECT

TO BUILDING. REFER TO

TELECOMMUNICATION

DRAWINGS FOR DETAILS

INSTALL NEW A CIRCUIT DUCTBANK -

429 L.F. - (1) 2" PVC CONCRETE

ENCASED CONDUITS. SEE DUCTBANK

DETAIL ON SHEET CJ0001

INSTALL NEW A CIRCUIT DUCTBANK -

182 L.F. - (1) 2" PVC CONCRETE

ENCASED CONDUITS. SEE DUCTBANK

DETAIL ON SHEET CJ0001

EXISTING

GROUND

CORE AND CONNECT

NEW CONDUITS TO

EXISTING CONCRETE

TELECOMMUNICATIONS

VAULT

CORE AND CONNECT

NEW CONDUITS TO

EXISTING CONCRETE

TELECOMMUNICATIONS

VAULT

El ev at io n

El ev at io n

Station

380+00 380+25 380+50 380+75 381+00 381+25 381+50 381+75 382+00 382+25 382+50 382+75 383+00 383+25 383+50 383+75 384+00 384+25 384+50 384+75 385+00 385+25

INSTALL NEW A & B CIRCUIT DUCTBANK

- 295 L.F. - (2) 4" PVC CONCRETE

ENCASED CONDUITS. SEE DUCTBANK

DETAIL ON SHEET CJ0001

INSTALL NEW A & B CIRCUIT DUCTBANK

- 414 L.F. - (2) 2" PVC CONCRETE

ENCASED CONDUITS. SEE DUCTBANK

DETAIL ON SHEET CJ0001

EXISTING

GROUND

CORE AND CONNECT

NEW CONDUITS TO

EXISTING CONCRETE

TELECOMMUN…

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