_30 LNC BD - TECHNOLOGY pt2 (pg 236-240).pdf

PDF 16 MB Posted

Attached to
Leavenworth National Cemetery, Gravesite Expansion
Solicitation number
36C78626B0027
Issued by

About this file

This is a bid document containing technology design details for the Leavenworth National Cemetery Gravesite Expansion project located at 150 Muncie Road, Leavenworth, Kansas 66048. The document is prepared by the U.S. Department of Veterans Affairs, Office of Design and Construction Services, with support from multiple consultants including Anderson Engineering of Minnesota (architect/engineer of record), IMEG (technology), EC Design (irrigation), TERRACON (geotechnical), and OCMI (cost estimating). The project number is 18704, and the bid documents are dated June 22, 2026.

The technology design details encompass multiple specifications for building systems and infrastructure. Key requirements include: information outlet rough-ins with cable extensions into modular furniture and blank faceplates; floor boxes with conduit extensions to accessible ceilings; HDMI cable installations from displays to floor boxes; above-ceiling information outlet mounting with 2-port plenum-rated surface-mounted boxes supported by J-hooks with coiled Category 6 cable maintaining minimum 15-foot slackloops; technology rough-in conduit specifications requiring 1.25-inch EMT conduit with nylon bushings; controlled security scheme door rough-ins with credential readers, door contact switches, and request-to-exit devices; bonding bus bar installations with 6 AWG conductors using irreversible compression lugs; wire basket capacity specifications; UTP patch panel requirements; and camera mounting details for both corner and accessible ceiling installations with appropriate conduit routing and junction boxes. All installations require firestop materials per project specifications and coordination with on-site contractors to ensure proper system integration and prevent damage to equipment and cabling.

View the file

Other files

File Type Posted
S06_36C78626B0027 Amend. 0002.pdf PDF
S02_Attachment - 18704_LNC_Addendum1_CivilSheets_CG100-CR117_20260916.pdf PDF
S02_Attachment - 18704_LNC_Addendum1_CivilSheets_CD100-CB501_20260916.pdf PDF
S04_Attachment - Site Visit Attendance Roster.pdf PDF
S02_Attachment - 18704_LNC_Addendum1_SurveySheets_V100-V113_20260916.pdf PDF
S02_Attachment - 00 01 10 Table of Contents.pdf PDF
S02_Attachment - Substitution Request - Leavenworth GSE.pdf PDF
S02_Attachment - 00 00 00 Specification Cover.pdf PDF
S02_Attachment - 01 35 26 Safety Requirements.pdf PDF
_31 LNC BD - TECHNOLOGY pt3 FIRE ALARM (pg 241-247).pdf PDF
_11 LNC BD - GRADING DRAINAGE (pg 78-82).pdf PDF
_28 LNC BD - PLUMBING (pg 224-230).pdf PDF
_24 LNC BD - INTERIORS (pg 182-188).pdf PDF
_23 LNC BD - ARCH pt2 (pg 171-181).pdf PDF
_19 LNC BD - SIGNAGE FURNISHINGS pt2 (pg 126-138).pdf PDF
_16 LNC BD - ROADS pt2 (pg 106-113).pdf PDF
_05 LNC BD - DEMOLITION pt1 (pg 22-34).pdf PDF
_07 LNC BD - SITE (pg 41-49).pdf PDF
_02 LNC BD - EX CON pt1 (pg 3-16).pdf PDF
LNC Gravesite Expansion VOL1SPECS wGEOTECH - BD 06-22-2026.pdf PDF
S02_Attachment - Price Schedule Sheet.pdf PDF
_20 LNC BD - PLANTING IRR pt1 (pg 139-149).pdf PDF
_14 LNC BD - EROSION CONTROL pt3 UTIL pt1 (pg 91-98).pdf PDF
_22 LNC BD - ARCH pt1 (pg 159-170).pdf PDF
_09 LNC BD - COLUMBARIUM 3 pt1 (pg 60-69).pdf PDF
_10 LNC BD - COLUMBARIUM 3 pt2 (pg 70-77).pdf PDF
LNC Gravesite Expansion VOL2SPECS wGEOTECH - BD 06-22-2026.pdf PDF
_08 LNC BD - BURIALS (pg 50-59).pdf PDF
_03 LNC BD - EX CON pt2 (pg 17).pdf PDF
S02_Attachment - Statement of Work.pdf PDF
S02_Attachment - Davis-Bacon Act Poster.pdf PDF
_26 LNC BD - ELECTRICAL (pg 201-214).pdf PDF
_29 LNC BD - TECHNOLOGY pt1 (pg 231-235).pdf PDF
_25 LNC BD - STRUCTURAL (pg 189-200).pdf PDF
_21 LNC BD - IRR pt2 (pg 150-158).pdf PDF
_18 LNC BD - SIGNAGE FURNISHINGS pt1 (pg 118-125).pdf PDF
_12 LNC BD - EROSION CONTROL pt1 (pg 83-86).pdf PDF
_13 LNC BD - EROSION CONTROL pt2 (pg 87-90).pdf PDF
_17 LNC BD - ROADS pt3 (pg 114-117).pdf PDF
_04 LNC BD - GEOTECH (pg 18-21).pdf PDF
S02_Attachment - Wage Determination Heavy.pdf PDF
S02_Attachment - Wage Determination Building.pdf PDF
S02_Attachment - Limitations on Subcontracting Cert.docx DOCX document
S02_Attachment - DOL Payroll Form.pdf PDF
_15 LNC BD - UTIL pt2 ROADS pt1 (pg 99-105).pdf PDF
_06 LNC BD - DEMO pt2 OPERATIONS (pg 35-40).pdf PDF
_27 LNC BD - MECHANICAL (pg 215-223).pdf PDF
_01 LNC BD - GENERAL (pg 1-2).pdf PDF
S02_Attachment - Standard Form 1413.pdf PDF
S02_36C78626B0027 Solicitation.pdf PDF
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Text version

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Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

9000 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTCHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

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FIRST LEVEL PLAN - TECHNOLOGY

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 PMM TK

BID DOCUMENTS

18704

N O R

HT

1/4" = 1'-0"1

FIRST LEVEL PLAN - TECHNOLOGY

KEYNOTES:

1. OUTLET RESERVED FOR GRAVE SITE LOCATOR.

2. INFORMATION OUTLET ROUGH-IN. EXTEND

CABLES FROM ROUGH-IN INTO MODULAR

FURNITURE. PROVIDE BLANK FACEPLATE WITH

GROMMET HOLE FOR CABLE ROUTING. MOUNT

ROUGH-IN BOX AT THE SAME HEIGHT AS

ELECTRICAL. REFER TO ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

3. EXISTING ANTENNA AND EQUIPMENT.

4. INSTALL OUTLET BEHIND DISPLAY. DISPLAY

AND MOUNT BY GOVERNMENT.

5. FLOOR BOX BY ELECTRICAL. REFER TO

ELECTRICAL PLANS FOR ADDITIONAL

INFORMATION.

6. EXTEND ONE (1) 1 1/4" AND ONE (1) 1 1/2"

CONDUIT FROM FLOOR BOX TO WALL AND

EXTEND UP TO ABOVE ACCESSIBLE CEILING.

7. INSTALL HDMI CABLE FROM DISPLAY TO FLOOR

BOX. ROUTE CABLE THROUGH ROUGH-IN AND

CONNECT TO DISPLAY. INSTALL BLANK PLATE

WITH GROMMET FOR CABLE.

8. EXISTING WIRELESS DOOR BELL AND CHIME.

RE-INSTALL. REFER TO 1/T003 FOR ADDITIONAL

INFORMATION.

Revisions: Date:

VA

F

O R

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U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789 T-101

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Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789 T-300

CABLE EXTENDS TO THE NEAREST

TELECOMMUNICATIONS ROOM

J-HOOK2

COILED CATEGORY

SLACKLOOP

VELCRO CABLE STRAP4

NOTES:

1. THIS DIAGRAM MAY NOT REPRESENT THE QUANTITY OF CABLES TO EACH

INFORMATION OUTLET JUNCTION BOX. REFER TO THE DRAWINGS AND THE

DATA CONNECTION SCHEDULE FOR ADDITIONAL INFORMATION.

2. ALL DEVICES ARE INSTALLED ABOVE THE CEILING UNLESS OTHERWISE

NOTED.

KEYNOTES:

1. 2-PORT PLENUM RATED SURFACE MOUNTED BOX, SUPPORT FROM J-HOOK.

REFER TO THE DATA CONNECTION SCHEDULE AND TECHNOLOGY EQUIPMENT

SCHEDULE FOR ADDITIONAL INFORMATION.

2. MOUNT A DEDICATED J-HOOK TO THE NEAREST CEILING SUBSTRUCTURE,

COLUMN, JOIST, OR WALL ABOVE THE CEILING AS SHOWN ON THE DRAWINGS.

PROVIDE THE PROPER SUPPORT WHEN HANGING FROM THE CEILING

SUBSTRUCTURE OR COLUMN WALL OR JOIST.

3. PROVIDE A MINIMUM 15' SLACKLOOP. MAINTAIN THE MANUFACTURERS BEND

RADIUS FOR SLACKLOOP SIZE.

4. PROVIDE AND INSTALL A VELCRO CABLE STRAP ON THE SLACKLOOP

APPROXIMATELY EVERY 6" ALONG THE SLACKLOOP. FOR SLACKLOOPS

GREATER THAN 3' A MINIMUM OF (4) STRAPS WILL BE INSTALLED.

1.97"

W

IDTH

DEPTH

3.94"

118.2"

PART # DEPTH (IN) WIDTH (IN)

CAT 6 4-PAIR

PLENUM (0.35")

CF 105/450 4 18 373

CF 150/450 6 18 536

MOLDED POLYESTER -

FIBERGLASS INSULATOR

TBC AND/OR TBB AND/OR BE AS

APPLICABLE PER LOCATION. REFER

TO TECHNOLOGY BONDING RISER

DIAGRAM AND SPECIFICATION

SECTION 270536.

TWO HOLE

COMPRESSION LUG

NOTES:

1. REFER TO TECHNOLOGY EQUIPMENT SCHEDULE SC-GND-1 FOR

MINIMUM DIMENSION REQUIREMENTS.

2. REFER TO 2/T500 FOR TYPICAL TELECOM ROOM BONDING FLOW

DIAGRAM AND 3/T500 FOR TECHNOLOGY BONDING RISER DIAGRAM.

COPPER BONDING CONDUCTOR TO

EQUIPMENT RACKS, CABLE TRAYS

& METALLIC SLEEVES. REFER TO

SPECIFICATIONS FOR DETAILS

BARE COPPER GROUND BAR,

INSULATORS, BRACKETS AND

BONDING PROVIDED BY E.C.

REFER TO TECHNOLOGY

EQUIPMENT SCHEDULE SC-GND-1

5/16" Ø

(TYP)

7/16" Ø

(TYP)

NOTES:

1. CONFIGURATIONS SHOWN IN THE DETAIL ABOVE ARE DIAGRAMMATIC, INTENDED TO DESCRIBE THE DOOR ROUGH-IN REQUIREMENTS. DETAILS ABOVE MAY NOT ACCURATELY REPRESENT DOOR SIZE, DOOR SWING, DOOR HARDWARE, OR DOOR FUNCTIONALITY. REFER TO ARCHITECTURAL DOOR HARDWARE SCHEDULE, DOOR HARDWARE GROUPS AND DOOR HARDWARE SPECIFICATIONS FOR COMPLETE INFORMATION. MIRROR THE

DETAIL AS REQUIRED.

2. ROUGH IN SHOWN IN THE DETAIL ABOVE REPRESENTS THE MINIMUM REQUIREMENTS FOR ALL ACCESS CONTROL DEVICES AND CABLING UNLESS OTHERWISE NOTED. COORDINATE EXACT REQUIREMENTS WITH SELECTED DOOR MATERIALS, DOOR HARDWARE, AND OWNER'S SECURITY

CONTRACTOR PRIOR TO INSTALLATION.

3. PATHWAY FOR CABLING IN WALLS AND WHERE EXPOSED ON VERTICAL SURFACES SHALL BE INSTALLED IN EMT CONDUIT OR SURFACE MOUNT

RACEWAY.

4. THE ELECTRICAL OR SECURITY CONTRACTOR SHALL NOT MODIFY ANY FIRE RATED DOOR AND/OR DOOR FRAME. REFER TO THE ARCHITECTURAL DOOR SCHEDULE, DOOR HARDWARE SCHEDULE, AND DOOR HARDWARE SPECIFICATION FOR ADDITIONAL INFORMATION. MODIFICATION TO ANY FIRE RATED DOOR AND/OR FRAME WILL REQUIRE A RE-CERTIFICATION OF THE DOOR AND FRAME WITH THE LOCAL AUTHORITY HAVING

JURISDICTION (AHJ).

5. INSTALLING CONTRACTOR SHALL FURNISH AND INSTALL FIRESTOP MATERIALS FOR ALL ACCESS CONTROL ROUGH-INS PER PROJECT REQUIREMENTS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

6. REFER TO CONTROLLED SECURITY SCHEME SCHEDULE ON T600 FOR ADDITIONAL INFORMATION.

7. INSTALLATION SHALL INCLUDE ALL POWER REQUIRED FOR SYSTEM OPERATION INCLUDING +120VAC. REFER TO THE SUGGESTED MATRIX OF SCOPE

RESPONSIBILITY FOR ADDITIONAL INFORMATION.

DOOR FRAME ROUGH-IN DIAGRAM

(ALL SINGLE DOORS)

FINISHED FLOOR

1" EMT CONDUIT

MINIMUM FOR DOOR

HARDWARE

POWER

SUPPLIES

3/4" EMT CONDUIT

MINIMUM TO ABOVE THE

ACCESSIBLE CEILING

CREDENTIAL READER

ROUGH-IN 2

REQUEST TO

EXIT DEVICE

ROUGH-IN

DOOR CONTACT

ROUGH-IN

4"

KEYNOTES:

1. PROVIDE JUNCTION BOXES IN THE DOOR FRAME WHERE SHOWN ON THIS DETAIL. ALL CONDUITS SHALL BE EMT CONDUIT UNLESS OTHERWISE NOTED. FLEXIBLE CONDUIT OF ANY TYPE WILL NOT BE ACCEPTED. COORDINATE INSTALLATION WITH ON-SITE DOOR FRAME INSTALLATION

CONTRACTOR.

2. ALL DOOR POSITION SWITCHES ARE REQUIRED TO BE RECESSED UNLESS OTHERWISE NOTED. ELECTRIC HINGE MONITORS ARE NOT AN

ACCEPTABLE REPLACEMENT FOR THE RECESSED DOOR POSITION SWITCH.

3. 4" SQUARE BACKBOX WITH SINGLE GANG PLASTER RING. PROVIDE 2 1/2" DEEP MASONRY BOX WHERE APPLICABLE. REFER TO FLOOR PLAN(S) FOR

ACTUAL CARD READER ROUGH-IN LOCATIONS.

4. CONDUIT SHALL ROUTE FROM THE CREDENTIAL READER TO THE SECURED SIDE OF THE DOOR. CONDUIT SHALL ROUTE TO THE NEAREST SECURITY

PANEL.

5. MOUNT A MINIMUM 4" SQUARE 2-1/8" DEEP JUNCTION BOX WITH BLANK COVER PLATE ON THE SECURED SIDE OF THE DOOR ABOVE ACCESSIBLE CEILING. INSTALLING CONTRACTOR SHALL SIZE THE JUNCTION BOXES PER SYSTEM INSTALLATION REQUIREMENTS AND APPLICABLE CODES.

MAINTAIN ACCESS TO THE JUNCTION BOX.

6. PROVIDE A HORIZONTALLY MOUNTED SINGLE GANG BACKBOX FOR THE REQUEST TO EXIT SENSOR. REFER TO THE CONTROLLED SECURITY

SCHEME SCHEDULE ON T600 FOR DOORS THAT REQUIRE THIS ROUGH-IN.

7. CONDUIT SHALL ROUTE TO THE NEAREST ACCESSIBLE CEILING. PROVIDE A NYLON BUSHING ON CONDUIT END.

NYLON BUSHING

J-HOOK

VELCRO CABLE STRAP

CABLE EXTENDS TO THE NEAREST

TELECOMMUNICATIONS ROOM

COILED CATEGORY

SLACKLOOP

1 1/4" EMT CONDUIT, UNLESS

OTHERWISE NOTED.

REFER TO ARCHITECTURAL

PLANS FOR WALL CONSTRUCTION

STUD

SINGLE GANG PLASTER RING

TO COME WITHIN 1/8" OF

FINAL SURFACE

GENERAL NOTES:

1. 1-1/4" EMT CONDUIT SHALL STUB UP TO NEAREST ACCESSIBLE CEILING AND TERMINATE ORIENTED

HORIZONTALLY AT THE HEIGHT OF THE ASSOCIATED J-HOOK ROUTE. CONDUIT RUN SHALL NOT

CONTAIN MORE THAN 180 DEGREES OF BEND BETWEEN ACCESSIBLE JUNCTION BOXES OR

BETWEEN JUNCTION BOX AND END OF CONDUIT.

2. WHERE CONDUIT STUB IS LOCATED IN A ROOM WITH AN ACCESSIBLE CEILING AND IS NOT REQUIRED

TO RUN TO CABLE ROUTE LOCATED OUTSIDE THE ROOM, STUB MUST TERMINATE ABOVE THE

ACCESSIBLE CEILING WITH A 90-DEGREE BEND AT THE TOP ORIENTED IN TO THE ROOM AT THE

HEIGHT OF THE ASSOCIATED J-HOOK ROUTE IN THE ROOM.

3. ALL STUBS MUST BE FITTED WITH A NYLON BUSHING ON EACH END OF THE CONDUIT.

4. INSTALLING CONTRACTOR SHALL FURNISH AND INSTALL FIRESTOP MATERIALS FOR TECHNOLOGY

ROUGH-INS PER PROJECT REQUIREMENTS. REFER TO SPECIFICATIONS FOR FIRESTOP

REQUIREMENTS.

KEYNOTES:

1. MOUNT A DEDICATED J-HOOK TO THE NEAREST CEILING SUBSTRUCTURE, COLUMN, JOIST, OR WALL

ABOVE THE CEILING. PROVIDE THE PROPER SUPPORT WHEN HANGING FROM THE CEILING

SUBSTRUCTURE OR COLUMN WALL OR JOIST. REFER TO THE SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

2. MAINTAIN A MINIMUM OF 3' COIL SLACKLOOP.

3. PROVIDE AND INSTALL A VELCRO CABLE STRAP ON THE SLACKLOOP APPROXIMATELY EVERY 6"

ALONG THE SLACKLOOP. FOR SLACKLOOPS GREATER THAN 3' A MINIMUM OF (4) STRAPS WILL BE

INSTALLED.

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

9000 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTCHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

OPTIONAL BID #1

A u to d e s k D o c s /2

.0

N C

A C a m p L e a v e n w o rt h G ra v e s it e

E x p a n s io n /E

T

.0

N

C A

C a m p L e a v e n w o rt h

G ra v e s it e E x p a n s io n C

.r v t

/1

/2

:5

:2

P

M

T400

TECHNOLOGY DETAILS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 PMM TK

BID DOCUMENTS

18704

NO SCALE1

ABOVE CEILING INFORMATION

OUTLET MOUNTING DETAIL

NO SCALE2

WIRE BASKET CAPACITY

NO SCALE4

BONDING BUS BAR DETAIL

NO SCALE5

CONTROLLED SECURITY SCHEME DOOR ROUGH-IN DETAIL

NO SCALE3

TECHNOLOGY ROUGH-IN TO J-HOOK DETAIL

Revisions: Date:

VA

F

O

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789 T-400

RACK BONDING CONDUCTOR (6 AWG)

UNIT BONDING CONDUCTOR (6 AWG)

TOP MOUNTED RACK BONDING BUSBAR

(SC-GND-2)

RACK BONDING

CONDUCTOR

(6 AWG)

IRREVERSIBLE

COMPRESSION

CONNECTIONTELECOMMUNICATION

EQUIPMENT BONDING

CONDUCTOR (6 AWG)

CABLE TRAY BONDING CONDUCTOR

TYPICAL AT EACH SECTION CONNECTION POINT

TO SC-GND-1

IRREVERSIBLE CRIMP

CONNECTOR

TELECOMMUNICATIONS

EQUIPMENT BONDING

CONDUCTOR

INDIVIDUAL BONDING CONDUCTORS

FROM EACH PIECE OF EQUIPMENT

AND RACK TO THE SC-GND-2

BUSBAR (TYP.)

TWO HOLE COMPRESSION LUG

IRREVERSIBLE CRIMP

CONNECTOR

TO SC-GND-1

BASKET TRAY

NOTES:

1. REFER TO 4/T400 BONDING BUS BAR DETAIL FOR ADDITIONAL

INFORMATION.

2. REFER TO 2/T500 TYPICAL TELECOM ROOM BONDING FLOW DIAGRAM

FOR ADDITIONAL INFORMATION.

3. REFER TO T600 FOR TECHNOLOGY EQUIPMENT SCHEDULE.

ANGLED PANEL COVER

e2XHD Angled Panel - 1 RU

Rear Cable Manager

16.37"

.3

.3

.3

.0

.1 e2XHD High-Density Angled Panel - Top View

1 RU Panel - Front View

19.00"

FRONT VIEW REAR VIEW SIDE VIEW ISOMETRIC VIEW

.2

.0

.0

.0

TOP VIEW

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

9000 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTCHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

OPTIONAL BID #1

A u to d e s k D o c s /2

.0

N C

A C a m p L e a v e n w o rt h G ra v e s it e

E x p a n s io n /E

T

.0

N

C A

C a m p L e a v e n w o rt h

G ra v e s it e E x p a n s io n C

.r v t

/1

/2

:5

:2

P

M

T401

TECHNOLOGY DETAILS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 PMM TK

BID DOCUMENTS

18704

NO SCALE1

PATHWAY, RACK, BONDING

CONDUCTOR JOIN

REQUIREMENT

NO SCALE2

UTP PATCH PANEL

NO SCALE3

TYPICAL RACK DIMENSIONS AND SPECIFICATIONS

Revisions: Date:

VA

F

O

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789 T-401

PLAN VIEW

FINISH SURFACE

F

IE

L D

V E

R

IF

Y M

O U

N T

IN

G

H E

IG

H

T

(18")

NOTES:

1. COORDINATE EXACT LOCATION ON SITE WITH WORK BY OTHER TRADES TO ENSURE DESIRED VIEWING AREA AND SERVICE ACCESS AFTER COMPLETION OF PROJECT AND TO MINIMIZE ANY POSSIBLE DAMAGE TO INSTALLED CAMERA OR

ASSOCIATED CABLING.

2. INSTALLING CONTRACTOR SHALL FURNISH AND INSTALL FIRESTOP MATERIALS FOR CAMERA ROUGH-INS PER PROJECT

REQUIREMENTS. REFER TO SPECIFICATIONS FOR FIRESTOP REQUIREMENTS.

3. PROVIDE CAMERA MOUNTING ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION FROM THE SAME MANUFACTURER OF THE CAMERA AND APPROVED BY THE MANUFACTURER FOR USE WITH THE SPECIFIC MODEL NUMBER OF CAMERA

INSTALLED.

4. SEAL WALL MOUNT BASE PLATE TO FACADE TO PREVENT WATER INFILTRATION.

3/4" EMT CONDUIT COORDINATE

PENETRATION WITH ARCHITECT

PRIOR TO ROUGH-IN

4-SQUARE JUNCTION BOX

CAMERA AS

SPECIFIED

CAMERA MOUNTING ACCESSORY

INTENT IS FOR CAMERA MOUNT TO

COVER WALL PENETRATION

CAMERA MOUNTING

ACCESSORY

REFER TO ARCHITECTURAL

DRAWINGS FOR WALL FINISH

1" CONDUIT TO ABOVE

ACCESSIBLE CEILING

NOTES:

1. COORDINATE EXACT LOCATION ON SITE WITH WORK BY OTHER TRADES TO ENSURE DESIRED VIEWING AREA AND SERVICE ACCESS AFTER COMPLETION OF PROJECT AND TO MINIMIZE ANY POSSIBLE DAMAGE TO INSTALLED CAMERA OR ASSOCIATED CABLING.

2. PROVIDE CAMERA MOUNTING ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION FROM THE SAME MANUFACTURER OF THE CAMERA AND APPROVED BY THE MANUFACTURER FOR USE WITH THE SPECIFIC MODEL NUMBER OF CAMERA INSTALLED.

ACCESSIBLE CEILING

CAMERA AS SPECIFIED

PROVIDE CADDY 512 SERIES

T-GRID BRIDGING SUPPORT,

OR APPROVED EQUAL

CATEGORY CABLE

SAFETY TIE WIRE

NO SCALE1

CORNER CAMERA MOUNT AND ROUGH-IN DETAIL

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Office of Design and Construction

Services

U.S. Department of Veterans Affairs

Phase

STAMPCONSULTANT ARCHITECT/ENGINEER OF RECORD

2100 North Greenville Ave. #1150

Richardson, TX 75082

(469) 431-0571

BID DOCUMENTS

400 5th St

West Des Moines, IA 50265

(515) 225-6265

9000 E. Prima Ctr Pkwy #320

Scottsdale, AZ 85258

(480) 222-3789

15620 W 113th St

Lenexa, KS 66219

(913) 202-7598

TERRACON EC DESIGN IMEG OCMI

GEOTCHNICAL: IRRIGATION: TECHNOLOGY: COST ESTIMATING:

OPTIONAL BID #1

A u to d e s k D o c s /2

.0

N C

A C a m p L e a v e n w o rt h G ra v e s it e

E x p a n s io n /E

T

.0

N

C A

C a m p L e a v e n w o rt h

G ra v e s it e E x p a n s io n C

.r v t

/1

/2

:5

:2

P

M

T402

TECHNOLOGY DETAILS

LEAVENWORTH NATIONAL CEMETERY

GRAVESITE EXPANSION

150 MUNCIE ROAD; LEAVENWORTH, KANSAS 66048

897CM3025

JUNE 22, 2026 PMM TK

BID DOCUMENTS

18704

NO SCALE2

ACCESSIBLE CEILING CAMERA MOUNT AND ROUGH-IN DETAIL

Revisions: Date:

VA

F

O

U.S. Department of Veterans Affairs

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18704Date:

Office of Design and Construction

Services

IRRIGATION:

EC DESIGN

400 5th St West Des Moines, IA 50265

(515) 225-6265

COST ESTIMATING:GEOTECHNICAL:

TERRACON

15620 W 113th St Lenexa, KS 66219

(913) 202-7598

OCMI

2100 North Greenville Ave. #1150 Richardson, TX 75082

(469) 431-0571

TECHNOLOGY:

IMEG

900 E. Prima Ctr Pkwy #320 Scottsdale, AZ 85258

(480) 222-3789 T-402

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