A5-NCC drawings Addendum 1.pdf

PDF 3 MB Posted Jul 22, 2025

Attached to: Construct Network Control Center Federal contract opportunity
Solicitation number: W50S97-25-B-A002
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Jul 23, 2025

These documents are detailed engineering and electrical drawings for the construction of a new Network Control Center (NCC) for the 118th Wing at Berry Field Air National Guard Base in Nashville, Tennessee. The project involves constructing an approximately 1,500 square foot Building 818, with specific site demolition, electrical work, grading, and infrastructure modifications. The drawings include comprehensive site plans, electrical demolition and new work layouts, feeder diagrams, communication infrastructure details, and technical specifications for equipment installation, such as base generator sets, electrical strike installations, and communication rack configurations.

The project is a 100% small business set-aside federal contract with a total contract duration of 365 calendar days, with an estimated construction value between $1,000,000 and $5,000,000. Key technical specifications include using specific brand systems like Automated Logic Energy Management System, Vertiv Liebert Computer Room Air Conditioning units, and Monaco fire systems, which are sole-source/brand-specific for compatibility with existing installations. The bid opening is scheduled for 12 August 2025 at 1:00 PM CST, with a pre-bid conference planned for 16 July 2025, and all interested contractors must be registered in the System for Award Management (SAM).

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Other files for this federal contract opportunity

Other files attached to Construct Network Control Center, newest first.
File	Type	Posted
Abstract of Bids W50S9725BA002.pdf	PDF	Aug 12, 2025
Bid Attendance Roster.pdf	PDF	Aug 12, 2025
BNCC Q-43.pdf	PDF	Aug 5, 2025
118th Bldg 818 - A6.1.pdf	PDF	Aug 5, 2025
25BA002 BNCC QA 43-45.pdf	PDF	Aug 5, 2025
25BA002 BNCC QA 35-42.pdf	PDF	Aug 2, 2025
25BA002 BNCC QA 22-34.pdf	PDF	Jul 29, 2025
A5.1-NCC Haul Route Addendum 1.pdf	PDF	Jul 22, 2025
A5.3-Led Interior Lighting.pdf	PDF	Jul 22, 2025
25BA002 BNCC QA 1-21.pdf	PDF	Jul 22, 2025
Solicitation Amendment W50S9725BA0020001 SF 30.pdf	PDF	Jul 22, 2025
A5.2-200kW Diesel Generator Spec.pdf	PDF	Jul 22, 2025
25BA002 SITE VISIT SLIDES 20250716.pdf	PDF	Jul 17, 2025
Preproposal minutes W50S9725BA002.pdf	PDF	Jul 17, 2025
25BA002 Attendance Roster 07162025.pdf	PDF	Jul 17, 2025
1- 118th Construct NCC B818_Drawings_B3.pdf	PDF	Jun 20, 2025
W50S9725BA002-BKTZ222001 Construct BNCC-B818.pdf	PDF	Jun 18, 2025
2. NCC 100% Comm drawings B3.pdf	PDF	Jun 18, 2025
W50S972_JA_NCC-DDC.pdf	PDF	Jun 18, 2025
W50S972_JA_NCC-Monaco.pdf	PDF	Jun 18, 2025
4. BKTZ222001 Construct NCC Submittals Matrix.pdf	PDF	Jun 18, 2025
1- 118th Construct NCC B818_Drawings_B3.pdf	PDF	Jun 18, 2025
W50S972_JA_NCC-Liebert.pdf	PDF	Jun 18, 2025
3. 118th Construct NCC B818 Specifications 06.11.25 Final Transmission.pdf	PDF	Jun 18, 2025

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N:648618.80 E:1769227.95 Z:569.95

N:648490.87 E:1769186.14 Z:570.02

N:648553.34 E:1769176.98 Z:570.34

N:648583.50 E:1769127.10 Z:569.91

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0 20 40 60

ELECTRIC LINE

HIGH DENSITY POLYETHYLENE

POLYVINYL CHLORIDE

CLEANOUT

REINFORCED CONCRETE PIPE

OVERHEAD POWER LINE

SANITARY SEWER LINE

WATER LINE

TREE

SHRUB

SIGN

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MANHOLE

FIRE HYDRANT

GAS METER

CATCH BASINS

AIR CONDITIONER UNIT

WATER METER

VALVE

UTILITY POLE

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INTERMEDIATE CONTOUR

INDEX CONTOUR

TELEPHONE LINE

ELECTRIC TRANSFORMER

LIGHT POLE

HANDICAP PARKING

DOWNSPOUT

STORM SEWER LINE

LEGEND

EXISTING

BOLLARD

1. ALL COORDINATES AND EXISTING CONDITIONS BASED ON SURVEY

PERFORMED BY C2RL, INC. ON FEBRUARY 23, 2023 AND BASE MAPPING

INFORMATION PROVIDED BY THE 118TH DATED MARCH 2022.

2. LOCATION OF THE EXISTING ABOVE GROUND AND UNDERGROUND

UTILITIES AND STRUCTURES INDICATED ARE APPROXIMATE ONLY, AND

THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE

PROJECT SITE. CONTRACTOR SHALL REQUEST LOCATION OF ALL

EXISTING UTILITIES FROM CONTRACTING OFFICER'S REPRESENTATIVE

(COR) PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL

ASSUME RESPONSIBILITY FOR ANY DAMAGE TO THE UTILITY LINES,

WHETHER SHOWN ON CONSTRUCTION PLANS OR NOT.

3. CONTRACTOR SHALL REPAIR ALL DAMAGE TO FEATURES WHICH ARE TO

REMAIN AND ALL DEMOLITION PERFORMED IN EXCESS OF THAT

REQUIRED, AT NO COST TO THE GOVERNMENT.

4. ALL DEMOLITION SHALL BE COMPLETED IN NEAT AND WORKMAN-LIKE

MANNER. SITE SHALL BE LEFT IN A SAFE AND ORDERLY FASHION UPON

COMPLETION OF DEMOLITION.

5. ALL DEMOLITION DEBRIS SHALL BE DISPOSED OF OFF BASE IN

ACCORDANCE WITH ALL LOCAL, REGIONAL, AND NATIONAL REGULATIONS.

6. SOME ITEMS FOR DEMOLITION MAY NOT BE ILLUSTRATED BUT REQUIRED

TO ACCOMPLISH CONSTRUCTION. CONTRACTOR SHALL ACCOMPLISH

THAT DEMOLITION AT NO ADDITIONAL COST TO THE GOVERNMENT.

7. ALL LOCATIONS FOR LIMITS FOR CONCRETE, ASPHALT, AND CURB

REMOVAL SHALL BE NEATLY CUT BEFORE REMOVAL.

8. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION ITEMS.

NOTES:

REMOVE EXISTING TREE AND

STUMP INCLUDING ROOTS

SEE ELECTRICAL DEMOLITION

AND NEW ELECTRICAL WORK

DEMO EXISTING CURB AS NECESSARY

LIMITS OF DEMOLITION

METAL FENCE

REMOVE EXISTING WHEELSTOP

(TYP. OF 14)

REMOVE EXISTING BOLLARDS

REMOVE AND RELOCATE

EXISTING SIGN AS NECESSARY

SEE ELECTRICAL DEMO

SHEET E1.0

SEE ELECTRICAL DEMO

SHEET E1.0 4

.2 1.

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SAMH T.C.=566.94 I.E.(E)=562.34 I.E.(SE)=562.64 I.E.(SW)=562.24

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CONC. PAD

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CB2X2 T.C.=569.32 I.E.=567.57

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AutoCAD SHX Text 240 West Bessemer St. Alcoa, TN. 37701

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ph. 865 980 3500 fax. 865 980 3555

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COR

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N:648618.80 E:1769227.95 Z:569.95

N:648490.87 E:1769186.14 Z:570.02

N:648553.34 E:1769176.98 Z:570.34

N:648583.50 E:1769127.10 Z:569.91

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570.6 570.6

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571.5

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571.4 570.8

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N:648490.87 E:1769186.14 Z:570.02

N:648553.34 E:1769176.98 Z:570.34

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C1.2

S it e La yo u t an d G ra di n g

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LEN

CJS

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HIGH DENSITY POLYETHYLENE

POLYVINYL CHLORIDE

CLEANOUT

REINFORCED CONCRETE PIPE

OVERHEAD POWER LINE

SANITARY SEWER LINE

WATER LINE

TREE

SHRUB

SIGN

CURB INLET

MANHOLE

FIRE HYDRANT

GAS METER

CATCH BASINS

AIR CONDITIONER UNIT

WATER METER

VALVE

UTILITY POLE

GAS LINE

INTERMEDIATE CONTOUR

INDEX CONTOUR

TELEPHONE LINE

ELECTRIC TRANSFORMER

LIGHT POLE

HANDICAP PARKING

DOWNSPOUT

STORM SEWER LINE

LEGEND

EXISTING

BOLLARD

SCALE: 1" = '

0 20 40 60

1. TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY PERFORMED BY

C2RL ON FEB. 23, 2023 AND BASE MAPPING INFORMATION PROVIDED BY

THE 118TH DATED MARCH 2022.

2. FLOW TEST WAS CONDUCTED BY C2RL ENGINEERS INC. ON 12 OCTOBER

2022 AT FIRE HYDRANT #20. RESULTS ARE NOMINAL ONLY AND ARE AS

FOLLOWS:

FIRE HYDRANT #20:

- STATIC PRESSURE: 80 psig

- RESIDUAL PRESSURE: 80 psig AT 1,060 GPM

3. LOCATION OF THE EXISTING ABOVE GROUND AND UNDERGROUND

UTILITIES AND STRUCTURES INDICATED ARE APPROXIMATE ONLY, AND

THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE

PROJECT SITE. CONTRACTOR SHALL REQUEST LOCATION OF ALL

EXISTING UTILITIES FROM CONTRACTING OFFICER'S REPRESENTATIVE

(COR) PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL

ASSUME RESPONSIBILITY FOR ANY DAMAGE TO THE UTILITY LINES,

WHETHER SHOWN ON CONSTRUCTION PLANS OR NOT.

4. CONTRACTOR SHALL CAREFULLY EXCAVATE TRENCHES WHERE NEW

UTILITIES INTERSECT EXISTING UTILITIES. DEPTHS OF EXISTING UTILITIES

ARE UNKNOWN. ANY INTERFERENCES SHALL BE REPORTED TO THE

CONTRACTING OFFICER. CONSTRUCTION MUST START AT THE LOWEST

POINT OF CONNECTION AND WORK BACK TOWARD THE BUILDING.

5. NOTE UTILITY EXCAVATIONS SHALL NOT BE CLOSER THAN 18" TO

OUTSIDE FACE OF BUILDING FOOTINGS, OR AT AN OFFSET DETERMINED

BY A 2:1 SLOPE FROM THE EDGE OF FOOTING, WHICHEVER IS GREATER.

6. ALL STRIPING SHALL BE IN ACCORDANCE WITH MUTCD LATEST VERSION.

7. THE BASIS OF DESIGN FOR THE BACKFLOW PREVENTER/RPZ WITH A

STRAINER IS ZURN WILKINS MODEL NO. 975XL2. THE BASIS OF DESIGN

FOR THE HOT BOX FLIP TOP FIBERGLASS HEATED ENCLOSURE IS

HUBBELL HB013027035.

8. CONTRACTOR SHALL GRADE SUBBGRADE TO ACCOUNT FOR ALL FINISH

MATERIALS. GRADING REPRESENTS FINISH GRADES UPON COMPLETION

OF ALL FINISH SURFACES.

9. CONTRACTOR SHALL NEATLY SAWCUT PAVEMENT AND PATCH AS

NEEDED TO MATCH EXISTING ADJACENT TO CURB LINE SEE A1/C2.1.

10. GRADING MUST ALLOW FOR ALL FINISHED SURFACES INCLUDING, BUT

NOT LIMITED TO, SIDEWALKS, RIVERROCK, SLABS ETC.

11. REMOVE AND REPLACE CURB, PAVING, STRIPING, ETC. TO MATCH

EXISTING ADJACENT CONDITIONS WHERE DEMOLITION IS REQUIRED.

NOTES:

NEW 4" SDR 26 PVC SANITARY SEWER

NEW 1" PEX WATER LINE

FULL DEPTH ASPHALT REPAIR

NEW SANITARY CLEANOUT

NEW

NEW 4" BUILDING SANITARY

TO TIE INTO NEW 4" SANITARY

NEW EQUIPMENT CONCRETE PAD

NEW 6" & 8" HDPE STORM

DOWNSPOUT

NEW GAS LINE

FLOW HYDRANT #20

TAP EXISTING 6" WATER LINE

FOR NEW 1" SERVICE

BUILDING 801

HEADQUARTERS

NCC BUILDING 818

LIVE FLOOR FFE 571.6

TOP OF SLAB EL 570.0

NEW BACKFLOW PREVENTER

AND ENCLOSURE

NEW 12" VERTICAL CURB

CONCRETE EQUIPMENT PAD #2

26'X7'

A1 C2.3

WASHED RIVER ROCK

H7 C2.2

F1 C2.1

BACKFLOW PREVENTER

AND ENCLOSURE

NEW SOD

A12 C2.2

NEW SIDEWALK CONCRETE A6

C2.1

NEW BOLLARD H6

C2.1

CONCRETE PAD #3 FOR NEW GENSET

22'X10'

A1 C2.3

CONCRETE PAD #1

1.5'X3.5'

A1 C2.3

NEW ELECTRICAL SERVICE

REFER TO SHEET E1.1

FOR COORDINATION

8" HDPE

6" HDPE

6" H

NEATLY SAW CUT EXIST. ASPHALT

AND REMOVE AS NECESSARY TO

ALLOW FOR CONSTRUCTION OF

BOLLARD. PATCH WITH 6" CONCRETE

FLUSH WITH ADJOINING SURFACES

5'R

CURB WIPEDOWN

EXISTING LIGHTPOLE

REFER TO SHEET E1.1 FOR

COORDINATION

EXISTING ELECTRICAL.

REFER TO SHEET E1.1

FOR COORDINATION.

A6 C2.2

L12 C2.2

D9 C2.3

C1 C2.3

15'R

INLET PROTECTION

C2.2IP

NEATLY SAW CUT EXISTING ASPHALT

AND REMOVE AS NECESSARY

TAP EXISTING SANITARY SEWER

NEATLY SAW CUT EXISTING ASPHALT

AND REMOVE AND REPLACE AS

NECESSARY SO THAT ADJOINING

SURFACE SLOPE IS 1:20 MAX.

A1 C2.1

. 5

INV. ELEV.

565.6

PAINTED

6" CURB

C2.1

NEW BOLLARD D10

C2.1

MOW STRIP

SEE DETAIL

K1 C2.1

NEW HANDRAIL H10

C2.1

1" VALVE & BOX

NEATLY SAW CUT

EXISTING ASPHALT AND

REMOVE AND REPLACE

AS NECESSARY SO THAT

ADJOINING SURFACE

SLOPE IS 1:20 MAX.

PROJECT

LAYDOWN

AREA

A10 C2.1

NEW RAMP H10

C2.1

TYPE III BARRICADE

ROAD CLOSED R11-2-48HA

TRAFFIC CONTROL NOTES

1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION

OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

2. CONTRACTOR TO DEVELOP TRAFFIC CONTROL PLAN AND COORDINATE

CLOSING OF DRIVEWAYS WITH C.O.R.

3. WARNING LIGHTS FOR BARRICADES, ONLY REQUIRED IF ITEMS ARE TO

REMAIN OVERNIGHT.

4. CONTRACTOR SHALL COMPLY WITH ALL OSHA STANDARDS REGARDING

EXCAVATION AND FALL PROTECTION.

5. CONTRACTOR SHALL PROTECT PUBLIC FROM OPEN EXCAVATIONS AT ALL

TIMES WHILE WORK IS ONGOING.

6. TRAFFIC CONTROL SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS

COMPLETE

DETOUR

SEE ENLARGED PLAN

C2.3

NEW TRANSFORMER CONCRETE PAD

PER NES, SEE E1.1

.2 1.

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R E V I S I O N S

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8t h W

N A S H V I L L E

T E N N E S S E E

C on st ru ct N

C C

, B u ild in g

BKTZ222001

04.12.24

IT4.3

D E

I N

M A

N T

E C

H N

CWH

CJS

ONE LINE FEEDER DIAGRAM

NO SCALE

IT4.3

COMM LEGEND

1. MOUNT 4"X4" JUCNTION BOXES AT SAME HEIGHT AS ELECTICAL

UNLESS NOTED OTHERWISE

2. OUTLET CONFIGURATION SHALL BE AS INDICATED ON PLANS

NOTES:

4"X4" DEEP SET

JUNCTION BOX

SINGLE GANG

EXTENSION

ROUTE ALL CABLE TO

CORRESPONDING PATCH

PANEL AS INDICATED.

1" EMT CONDUIT TO CABLETRAY ATTACH WITH

TERMINATE W/ BUSHING.

SELF GROUNDING CONDUIT CLAMP AND

TYPICAL COMM OUTLET DETAIL

NO SCALE

A13

IT4.3

DEVICE PLATE AND

OUTLETS, SEE DETAILS

THIS SHEET.

NEATLY BUNDLE CAT6 CABLES AND

SECURE TO CABLE RACK (PATHWAY)

EACH BUNDLE TO HAVE MAX 48 CABLES

AND SHOULD CORRESPOND TO A SINGLE

PATCH PANEL WHERE POSSIBLE.

"B"

SYMBOL DESCRIPTION

ELECTRICAL PANEL "B" INDICATES PANEL DESIGNATION. SHOWN FOR

REFERENCE ONLY. REFER TO ELECTRICAL PLANS FOR EXACT

LOCATIONS. DO NOT RUN COMM WIRING OR CONDUIT THRU REQUIRED

CLEAR SPACE ABOVE AND IN FRONT OF PANELBOARD.

"CTS" COMMUNICATIONS TERMINAL SPACE. 3/4" VOID FREE SANDED

A/C PLYWOOD. PAINT WITH TWO COATS OF WHITE FIRE RETARDANT

PAINT. SECURELY FASTENED TO WALL STRUCTURE. SIZE AS INDICATED.

"CTS"

"BEP"

"BEP" BUILDING ENTRANCE PROTECTION MOUNT ON WALL AS DIRECTED

AND CONNECT TO GROUND BUS. SEE SPECIFICATIONS FOR MORE

INFORMATION.

INFORMATION OUTLET, SEE DETAIL H9 FOR MORE INFORMATION.

12" / 18" BASKET TRAY BELOW ACCESSIBLE FLOOR, SEE PLANS FOR

CABLE TYPE. PROVIDE SEPARATION OF CABLE TYPES. PROVIDE "J"

HOOKS AND SLEEVES AS REQUIRED TO NEATLY ROUTE CABLE TO

DESTINATION. BUNDLE CABLES NEATLY WITH VELCRO FASTENERS

EVERY 4'.

CONDUIT ROUTED UNDER FLOOR SLAB. TURN UP CONCEALED IN

WALLS AND STUB-OUT ABOVE CEILING UNLESS OTHERWISE INDICATED.

CABLE TRAY 12" MIN. OR AS INDICATED ON

DRAWINGS. HOME RUN TO COMM ROOM. SEE

FLOOR PLANS FOR ROUTING. ONLY SCS

CABLING ALLOWED INSIDE TRAY AND NO OTHER

SYSTEM WIRING ALLOWED TO ATTACH TO TRAY.

CONDUIT ABOVE CEILING OR IN WALLS. ROUTE ALL CONDUIT

CONCEALED IN WALLS, FLOORS OR ABOVE CEILING UNLESS OTHERWISE

INDICATED.

TYPICAL WORK AREA OUTLET ON EACH 8P8C (RJ-45) CENTER KEYED JACK

TERMINATE ALL CONDUCTORS OF ALL FOUR CAT-6A UTP CABLES TO PATCH

PANEL PER PROJECT PLAN

TYP. CT FACEPLATE DETAIL

NO SCALE

IT4.3

TYPICAL NOTE:

VIA EXTERNAL

AND INTERNAL

LABELS AND (TYP)

8-PIN 8-CONDUCTOR

(8P8C) (RJ-45) (GREEN)

CONNECTORS #1 & #3

FACEPLATE PER

SPECIFICATIONS

CTSYMBOL:

8-PIN 8-CONDUCTOR

(8P8C) (RJ-45) (GREEN)

CONNECTOR #2

IDENTIFICATION

STRUCTURED AV OUTLET, SEE DETAIL H5 FOR MORE INFORMATION.

LC OM3 MULTIMODE KEYSTONE

CONNECTOR #4

TYPICAL WORK AREA OUTLET ON EACH 8P8C (RJ-45) CENTER KEYED JACK

TERMINATE ALL CONDUCTORS OF ALL FOUR CAT-6A UTP CABLES TO PATCH

PANEL PER PROJECT PLAN

TYPICAL NOTE:

RED FACEPLATE PER

SPECIFICATIONS

8-PIN 8-CONDUCTOR

CONNECTOR #2

LC OM3 MULTIMODE KEYSTONE

CONNECTOR #4 (UNKEYED)

8-PIN 8-CONDUCTOR

(8P8C) (RJ-45) (RED)

CONNECTOR #1

LC OM3 MULTIMODE KEYSTONE

CONNECTOR #3 (UNKEYED)

IDENTIFICATION VIA

EXTERNAL AND

INTERNAL LABELS

AND (TYP)

SECURE CT FACEPLATE DETAIL

NO SCALE

IT4.3 CTSYMBOL:

(8P8C) (RJ-45) (RED)

TYPICAL WORK AREA OUTLET ON EACH 8P8C (RJ-45) CENTER KEYED JACK

TERMINATE ALL CONDUCTORS OF ALL FOUR CAT-6A UTP CABLES TO PATCH

PANEL PER PROJECT PLAN

TYP. AV FACEPLATE DETAIL

NO SCALE

IT4.3

TYPICAL NOTE:

VIA EXTERNAL

AND INTERNAL

LABELS AND (TYP)

8-PIN 8-CONDUCTOR

(8P8C) (RJ-45) (GREEN)

CONNECTORS #1 & #3

FACEPLATE PER

SPECIFICATIONS

AVSYMBOL:

8-PIN 8-CONDUCTOR

(8P8C) (RJ-45) (GREEN)

CONNECTOR #2

IDENTIFICATION

LC OM3 MULTIMODE KEYSTONE

CONNECTOR #4

IDENTIFICATION

TYPICAL WORK AREA OUTLET ON EACH 8P8C (RJ-45) CENTER KEYED JACK

TERMINATE ALL CONDUCTORS OF ALL FOUR CAT-6A UTP CABLES TO PATCH

PANEL PER PROJECT PLAN

TYPICAL NOTE:

RED FACEPLATE PER

SPECIFICATIONS

8-PIN 8-CONDUCTOR

CONNECTOR #2

LC OM3 MULTIMODE KEYSTONE

CONNECTOR #4 (UNKEYED)

IDENTIFICATION VIA

EXTERNAL AND

INTERNAL LABELS

AND (TYP)

SECURE AV FACEPLATE DETAIL

NO SCALE

IT4.3 AVSYMBOL:

(8P8C) (RJ-45) (RED)

MOUNT 72" AFF

MOUNT 18" AFF

BLANK

UL SYSTEM #202

METAL PIPE/CONDUIT

THE WALL.

BOTH SURFACES OF

INSTALLED FLUSH TO

3 M FIRE BARRIER

MOLDABLE PUTTY

MINIMUM

PUTTY THICKNESS

1/2" (13mm)

1" (25mm)

A) MAXIMUM ANNULAR SPACE BETWEET PIPE AND OPENING NOT TO EXCEED 3/4 INCH.

NOTES:

MAXIMUM

PIPE SIZES

5" (127mm)

10" (254mm)

OPENING SIZE

MAXIMUM

6 1/4" (159mm)

12 1/4" (311mm)

SIDE VIEW

TABLES BELOW

OPENING SIZE SEE

RATING

2 HOUR

3 HOUR

"F"

CROSS-SECTION VIEW

FIRE RATED CONCRETE

OR CONCRETE BLOCK

WALL

DETAIL AT CONDUIT WALL PENETRATION

NO SCALE (FOR BELOW FLOOR BASKET TRAY CONDUIT)

IT4.3

SECURE INFORMATION OUTLET, SEE DETAIL L9 FOR MORE

INFORMATION.

SECURE STRUCTURED AV OUTLET, SEE DETAIL L5 FOR MORE

INFORMATION.

12" ALUMINUM LADDER TYPE CABLE TRAY 10'-6" ABOVE FINISHED

ACCESSIBLE FLOOR, SEE PLANS FOR CABLE TYPE. PROVIDE

SEPARATION OF CABLE TYPES. PROVIDE "J" HOOKS AND SLEEVES AS

REQUIRED TO NEATLY ROUTE CABLE TO DESTINATION. BUNDLE CABLES

NEATLY WITH VELCRO FASTENERS EVERY 4'.

ROW 1

R1AR1BR1CR1DR1E

ROW 2

R2AR2BR2CR2DR2E

ROW 3

R3AR3BR3CR3DR3E

ROW 4

R4AR4BR4CR4DR4E

"CTS" (SEE DETAIL A1 ON IT4.1)

EXISTING

RACK

BEP

BUILDING 818

BEP

144 STRAND SINGLE MODE OS2

144 STRAND MULTI MODE OM3

200 PR COPPER

BUILDING 801

ROOM 148

* COORDINATE ROUTING INSIDE

BUILDING 801 WITH COR.

* SEE ELECTRICAL FOR

CONDUIT BETWEEN BUILDINGS

* FEEDERS ROUTED IN CENTER

LADDER TRAY, SHOWN TO

SIDE FOR CLARITY.

01 R1 A A 001

CAT6 CABLE LABELING NOTE: (EXAMPLE)

PORT NUMBER IN PATCH PANEL (CABLE)

PATCH PANEL DESIGNATION

COMM ROOM NUMBER

ROW DESIGNATION

RACK DESIGNATION

01 R1 A F0 001

FIBER CABLE LABELING NOTE:

PORT NUMBER IN PATCH PANEL (CABLE)

FIBER PATCH PANEL DESIGNATION

(EXAMPLE)

COMM ROOM NUMBER

ROW DESIGNATION

RACK DESIGNATION

NOTE:

SEE DETAIL H1 SHEET IT4.1 FOR

CONNECTION TO UNDER FLOOR

BASKET TYPE CABLE TRAY.

FIBER "B" 144 STRAND

SINGLE MODE OS2

FIBER "A" 144 STRAND

MULTI MODE OM3

FIBER "D" 144 STRAND

SINGLE MODE OS2

FIBER "C" 144 STRAND

MULTI MODE OM3

100 PR COPPER CAT 3 PLENUM JACKET

FIBER "F" 48 STRAND

SINGLE MODE OS2

FIBER "E" 48 STRAND

MULTI MODE OM3

FIBER "H" 48 STRAND

SINGLE MODE OS2

FIBER "G" 48 STRAND

MULTI MODE OM3

SIPRNet

NIPRNet

NOTE:

TERMINATING RACKS IN ROOM 148 CAN BE 1 TO 6

INDIVIDUAL RACKS OR ANY COMBINATION THEREOF.

VERIFY WITH COR ACTUAL RACK TERMINATION

LOCATIONS FOR ALL FEEDERS. MIN 32 RU REQUIRED

CTAV

CABLE NOTES:

C1 48 PAIR 24 AWG COPPER LANDED TO PUNCHDOWN,ABOVE

ONE 50PR CABLE (48 USED) OR 6ea 4PR CABLES.

C2 144 STRAND F.O. CABLES BETWEEN BUILDINGS SHALL BE

TYPE SUITABLE FOR INDOOR/OUTDOOR INSTALLATION.

C3 200 PAIR 24 AWG COPPER BETWEEN BUILDINGS SHALL BE

"OSP" TYPE CABLE. CONTRACTOR TO ENSURE CONDUIT IS

ROUTED WITHIN 40' OF "BEP" IN ROOM 148.

100 PR COPPER CAT 3

PLENUM JACKET

CTAV

(BASKET TRAY)

30' SERVICE LOOPS

MM OM3

SM OS2

MM OM3

SM OS2

MM OM3

CAT 6A

MM OM3

SM OS2

e a

R O O M e a

R O O M

GROUND BUSS

TYPICAL ALL RACKS

C E N T E R

L A D D E R

T R A Y

EXISTING

RACK

EXISTING

RACK

EXISTING

RACK

EXISTING

RACK

EXISTING

RACK

100 PR COPPER CAT 3 PLENUM JACKET

(SERVICE TUNNEL)

FIBER "B" 144 STRAND

SINGLE MODE OS2

FIBER "A" 144 STRAND

MULTI MODE OM3

FIBER "D" 144 STRAND

SINGLE MODE OS2

FIBER "C" 144 STRAND

MULTI MODE OM3

G e n e r a l

C o o r d i n a t i o n

(DISTRIBUTION CABLES)

(BASKET TRAY)

MM OM3

SM OS2

MM OM3

SM OS2

MM OM3

CAT 6A

MM OM3

SM OS2

NOTE C1

NOTE C2

NOTE C3

P r o j e c t

N o

E n g in e e r in g S e r v ic e s

G r o u p

In c

K n o x v il l e

T e n n e s s e e

-0

E a s t H il l

A v e

S u it e

C o n s u l t in g E n g in e e r s

07.17.2025

BKTZ222001

C on st ru ct N

C C

, B u ild in g

8t h W in g

E1.0

Ad de nd um

ECH

AMA

S it e Pl an

D em ol it io n o j e c t

N o

E n g in e e r in g S e r v ic e s

G r o u p

In c

K n o x v il l e

T e n n e s s e e

-0

E a s t H il l

A v e

S u it e

C o n s u l t in g E n g in e e r s

07.17.2025

BKTZ222001

C on st ru ct N

C C

, B u ild in g

8t h W in g

E1.1

Ad de nd um

ECH

AMA

S it e Pl an

N ew

W or k o j e c t

N o

E n g in e e r in g S e r v ic e s

G r o u p

In c

K n o x v il l e

T e n n e s s e e

-0

E a s t H il l

A v e

S u it e

C o n s u l t in g E n g in e e r s

07.17.2025

BKTZ222001

C on st ru ct N

C C

, B u ild in g

8t h W in g

E3.2

Ad de nd um

R ev is io n

ECH

AMA

S ch ed u le s

D et ai ls

118th Construct NCC B818_Addendum1

C1-1 Demo Plan

Sheets and Views

Layout1

C1-2 Site Layout Plan

Sheets and Views

Layout1

IT4.3r4

IT4.3

23517-E1.0 - SITE DEMO

Sheets and Views

23517-E1.0 - SITE DEMO-Model

23517-E1.1 - SITE

Sheets and Views

Model

23517-E3.2 - PANEL SCHEDULES

Sheets and Views

23517-E3.2 - PANEL SCHEDULES-Model

File details come from the government source that posted it. Updated Jul 22, 2025.