NTEA182006 Construct 241st Security Measures Drawings and Specs.pdf

PDF 3 MB Posted Jul 16, 2025

Attached to: Construct 241st Security Measures
Solicitation number: W50S98-25-B-A006
Issued by: Department of the Army Tennessee Army National Guard

About this file

Written by GovTribe AI · Jul 16, 2025

This document is a comprehensive set of contract specifications and technical drawings for the "Construct 241st Security Measures" project for the Tennessee Air National Guard. The project involves installing a new security fence system at the 241st Engineering and Installation Squadron's Communications Training Complex located at 6511 Bonny Oaks Drive in Chattanooga, Tennessee. The specifications detail requirements for chain link fencing, including galvanized steel posts, tension wire, stretcher bars, gates, and associated hardware, with precise installation guidelines covering excavation, post setting, fabric installation, and finish treatments.

The technical drawings and specifications provide detailed technical requirements, including fence height, post spacing, zinc coating specifications, and installation tolerances. The project involves removing existing chain link fencing, installing new decorative security fencing with specific dimensions and materials, adding a 24-foot cantilevered gate with power operator and access control, and implementing security cameras and communication infrastructure. The contract number is NTEA182006, dated March 12, 2025, and the work is to be performed by C2RL, Inc. Engineers, with specific technical requirements adhering to multiple ASTM, ACI, and federal standards for fence construction and materials.

View the file

Other files

File	Type	Posted
OF_1419 25BA006.pdf	PDF	Aug 20, 2025
25BA006 Bid Sign In Sheet.pdf	PDF	Aug 20, 2025
UNIT MASONRY ASSEMBLIES.docx	DOCX document	Aug 14, 2025
Solicitation Amendment W50S9825BA0060003 SF 30.pdf	PDF	Aug 14, 2025
Stalwart K8.pdf	PDF	Aug 14, 2025
48-Site Concrete Specifications.pdf	PDF	Aug 14, 2025
25BA006 Questions 241st Security Measures_08.13.25_Second Set.xlsx	XLSX spreadsheet	Aug 14, 2025
Solicitation Amendment - W50S9825BA0060003.pdf	PDF	Aug 14, 2025
Solicitation Amendment W50S9825BA0060002 SF 30.pdf	PDF	Aug 12, 2025
25BA006 Site Visit Minutes.pdf	PDF	Aug 6, 2025
Solicitation Amendment W50S9825BA0060001 SF 30.pdf	PDF	Aug 6, 2025
25BA006 Pre-Bid Slides.pdf	PDF	Aug 6, 2025
25BA006 Site Visit Sign In.pdf	PDF	Aug 6, 2025
Solicitation Amendment - W50S9825BA0060001.pdf	PDF	Aug 6, 2025
Solicitation - W50S9825BA006.pdf	PDF	Jul 16, 2025
Advantor Security_JnA_Redacted.pdf	PDF	Jul 16, 2025
Construction SOW NTEA182006 Construct 241st Security Measures.pdf	PDF	Jul 16, 2025

Show all 17

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

CONSTRUCT 241ST SECURITY MEASURES

NTEA182006

TENNESSEE AIR NATIONAL GUARD

NTEA182006

TENNESSEE AIR NATIONAL GUARD

12 MARCH 2025

CONSTRUCT 241ST SECURITY MEASURES

TYPE B3 SUBMITTALTYPE B3 SUBMITTAL

AutoCAD SHX Text 240 West Bessemer Street Alcoa, TN 37701 ph. 865 980 3500

1 1

1 1 1 1 1

BBB

BBBBBB

A A

GEOTHERMAL FIELD

GENERAL NOTES

1. COORDINATES TAKEN FROM SURVEY PERFORMED BY C2RL ENGINEERS,

INC. DATED MARCH 18, 2022.

2. LOCATION OF EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES

AND STRUCTURES INDICATED ARE APPROXIMATE ONLY, AND THOSE

SHOWN MAY NOT BE ALL THAT EXIST ON THE PROJECT SITE. CONTRACTOR

SHALL DETERMINE ACTUAL LOCATION OF ALL UTILITIES AND STRUCTURES

ON THE PROJECT SITE AND SHALL ASSUME RESPONSIBILITY FOR ANY

DAMAGE TO UTILITY LINES DURING WORK ON THE PROJECT. FOR

UNDERGROUND UTILITY LOCATION CALL TENNESSEE ONE CALL AT 811.

TENNESSEE ONE CALL TICKET NUMBER MUST BE KEPT/KNOWN BY ALL

EXCAVATION OPERATORS.

3. ALL MATERIAL GENERATED BY DEMOLITION SHALL BE DISPOSED OF

OFF-SITE IN ACCORDANCE WITH ALL STATE, LOCAL, AND FEDERAL

REQUIREMENTS. ENGINEER HAS NO KNOWLEDGE OF ANY HAZARDOUS

MATERIALS IN PROJECT AREA.

4. PROPERTY ADDRESS: 6511 BONNY OAKS DRIVE CHATTANOOGA, TN 37416

BENCH MARK

HIGH DENSITY POLYETHYLENE

REINFORCED CONCRETE PIPE

SIGN

CURB INLET

CATCH BASINS

INTERMEDIATE CONTOUR

INDEX CONTOUR

HANDICAP PARKING

CHAIN LINK FENCE

STORM SEWER LINE

B.M.

PROPERTY BOUNDARY

LEGEND

EXISTING

NEW DECORATIVE SECURITY FENCE

NEW WORK

BOLLARD

LOCATION MAP

CHATTANOOGA

METROPOLITAN

AIRPORT

I-75

PROJECT CONTACTS

CONTRACTING OFFICER'S TECHNICAL REP. - LTC. JAY FERGUSON

(865) 336-4212

A1 C2.1

AMERISTAR STALWART IS OR

KEY NOTES

A. COLUMN TYPE "A", SEE SECURITY FENCE DETAIL A1 SHEET C2.1

B. COLUMN TYPE "B", SEE SECURITY FENCE DETAIL A1 SHEET C2.1

1. REPAIR EXISTING FENCE, SEE DETAIL J1 SHEET C2.1

2. RECONNECT EXISTING CHAINLINK FENCE TO NEW SECURITY FENCE

COLUMN.

3. 24' CANTILEVERED GATE WITH POWER OPERATOR AND ACCESS CONTROL

SEE ENLARGED PLAN AT GATE A1 SHEET C2.2 AND DETAIL J10 SHEET C2.1.

4. MAN GATE WITH ACCESS CONTROL, FAIL SECURE STRIKE, AND EGRESS

CRASH BAR. SEE DETAIL A11 SHEET C2.2.

5. SECURITY CAMERA, EXTEND 1" CONDUIT TO NEW COMM PULLBOX. FOR

POWER AND COMMUNICATIONS WIRING TO SECURITY ROOM BY SECURITY

CONTRACTOR. ROUTE CONCEALED WHEREVER POSSIBLE. SEE NOTE 6

FOR APPROXIMATE LOCATION OF SECURITY ROOM. SEE DETAILS H1 & A11

SHEET C2.2 FOR ADDITIONAL INFORMATION.

6. APPROXIMATE LOCATION OF SECURITY ROOM.

7. EXTEND MOW STRIP TO EXISTING SIDEWALK BETWEEN 7 A AND 7 B.

PROVIDE 12" EXPANSION JOINT BETWEEN NEW AND EXISTING CONCRETE.

8. NEW COMMUNICATIONS PULL BOX. SEE DETAIL H5 SHEET C2.2

9. EXISTING COMMUNICATIONS MANHOLE. CORE DRILL AND GROUT IN NEW

CONDUIT AS INDICATED.

10. NEW 4" CONDUIT WITH 4EA 1" INNERDUCT. FOR COMMUNICATIONS AND

SECURITY WIRING.

11. EXISTING GATE OPERATOR TO BE REMOVED. INSTALL JUNCTION BOX AND

RECONNECT NEW GATE OPERATOR TO EXISTING CIRCUITRY.

12. REMOVE EXISTING CONCRETE ISLAND AND ACCESS CONTROL FOR

EXISTING GATE. SAW CUT EXISTING PAVEMENT AND PATCH AS REQUIRED.

13. DUCTBANK FROM MANHOLE AT NOTE 9 TURNS UP THIS APPROXIMATE

LOCATION. SECURITY CONTRACTOR TO ROUTE ACCESS CONTROL WIRING

ALONG EXISTING CABLE TRAY TO SECURITY OFFICE AT NOTE 6 .

14. INSTALL WASHED RIVER ROCK.

15. FILL ERODED AREAS WITH COMPACTED SOIL. MATCH EXISTING GRADES.

TOPSOIL. SOD DISTURBED AREAS.

16. REMOVE MOUNDED SOILS FROM ASPHALT SURFACE .

C1.1

S E

C U

N C

CWH

CJS

# SEE KEY NOTES BELOW

EXISTING CABLE TRAY

REMOVE EXISTING CHAINLINK FENCE

INCLUDING ALL POST, RAILS AND

CONCRETE BASES. (FILL HOLES WITH

COMPACTED SOIL.)

111111111111111111111

(TYPICAL)

EQUIVALENT.

R O

N C

O N

L, S

, S

D , A

N D

NEW WASHED RIVER ROCK. A11

C2.1

SEE DETAIL

SCALE: 1" = '

0 40 80 120

W . B es se m er

S tre et

Al co a, T

N . 3 ph . 8 fa x.

C om m u n ic at io n s

Tr ai n in g C om pl ex

1s t E n gi n ee ri n g an d In st al la ti on S qu ad ro n

4.28.22

NTEA182006

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text T

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text G

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

48" RCP

AutoCAD SHX Text

48" RCP

AutoCAD SHX Text

48" RCP

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

ESTCODE

AutoCAD SHX Text

48" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

48" RCP

AutoCAD SHX Text

48" RCP

AutoCAD SHX Text Sidewalk

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text Ex. Pavillion

AutoCAD SHX Text Asphalt

AutoCAD SHX Text Grass

AutoCAD SHX Text

HDPE

AutoCAD SHX Text

RCP

AutoCAD SHX Text

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

BONNY OAKS DR.

AutoCAD SHX Text

NOAH REID RD.

AutoCAD SHX Text

SHALLOWFORD RD.

AutoCAD SHX Text

STANDIFER GAP RD.

AutoCAD SHX Text

LEE HWY.

AutoCAD SHX Text

HICKORY VALLEY RD.

AutoCAD SHX Text

RR TRACKS

AutoCAD SHX Text

PROJECT SITE 6511 BONNY OAKS DR. CHATTANOOGA, TN 37416

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

JOB NO:

AutoCAD SHX Text H:\USPFO\47.191 - Construct 241st Security Measures\02-Drawings\Sheets\C-1-CWH.dwg Plotted: March 13, Plotted: March 13, March 13, 2025 3:13 PM By: Erica Riley 3:13 PM By: Erica Riley3:13 PM By: Erica Riley By: Erica RileyErica Riley

AutoCAD SHX Text Chattanooga, Tennessee

Chattanooga, Tennessee

C2.1

S E

C U

N C

E D

CWH

CJS

STANDARD LINE POST

BARBED WIRE

3 STRANDS, 4-POINT ZINC COATED

NO. 7 TENSION WIRE

STEEL I-BEAM POST, TYPICAL

STEEL INTERMEDIATE I BEAM POST, BY

AMERISTAR. 36" DEEP, 12" HOLE, CONCRETE

BACKFILL. PER MFGR'S INSTRUCTIONS

(TYPICAL)

36"x36"x60" CONCRETE

FOUNDATION FOR PIER.

MASONRY CORE

STANDARD CONCRETE

BLOCK, WITH GROUT

FILLED CELLS.

BRICK VENEER.

4 EA #4 REBAR "L" TIE TO

FOUNDATION REBAR, AND EXTEND

UP 7' INTO MASONRY PIER.

25" SQUARE PRECAST CONCRETE

PIER CAP. BRUSHHAMMER FINISH.

AS MFG'D BY MODERN PRECAST

OR APPROVED EQUAL. 25" SQUARE PRECAST CONCRETE

PIER CAP. BRUSHHAMMER FINISH.

AS MFG'D BY MODERN PRECAST

OR APPROVED EQUAL.

2'x4" THICK FIBER REINFORCED

CONCRETE MOW STRIP. FLUSH

WITH GRADE.

"C" CHANNEL FLAT WALL BRACKET,

ATTACH TO MASONRY PER MFGR'S

RECOMMENDATIONS.

4 EA #4 REBAR "L" TIE TO #4

REBAR EWEF IN FOUNDATION AND

EXTEND UP 2' INTO MASONRY

PIER. (TYP) ATTACH CABLES PER

AMERISTAR RECOMMENDATIONS.

2'x4" THICK FIBER REINFORCED

CONCRETE MOW STRIP. FLUSH

WITH GRADE. EXTEND MOW STRIP

TO EXISTING SIDEWALK AS REQUIRED

PROVIDE 12" EXPANSION JOINT BETWEEN

NEW AND EXISTING CONCRETE.

32' NOMINAL SPACING BETWEEN PIERS.

BRICK VENEER.

(TO MATCH EXISTING FACILITY)

TYPE "A" TO BE RED BRICK.

TYPE "B" TO BE BROWN BRICK.

BOTH TYPES TO HAVE AN INSET SOLDIER

COURSE OF TAN BRICK .

ELEVATION

PLAN

ENLARGED PIER DETAIL

STALWART IS BY AMERISTAR

TIE WIRE

12" O.C.

TIE WIRE 2' MAX

SPACING #9 GAGE DRIVE LINE POST A MIN. OF 3'-0"

DEEP WITH TOP AT NO. 7

REINFORCED WIRE

A-1 SECURITY FENCE DETAIL

NOT TO SCALE

J-1 FENCE REPAIR DETAIL

NOT TO SCALE

A-11 WASHED RIVER ROCK

NOT TO SCALE

J-10 CANTILEVER GATE DETAIL

NOT TO SCALE

FENCE LINE6" GATE MOUNTING POST

RECEIVER LATCH POST

FENCE LINE

TRANSPORT TRAVERSE

IS CANTILEVER GATE

SEE MFGR'S RECOMMENDATIONS

8' -0

NEW GATE OPERATOR

24'

SEE MFGR'S RECOMMENDATIONS

24' OPENING

NOTE:

GATE AND OPERATOR SHALL BE NEW. NEW GATE OPERATOR SHALL BE AS

MANUFACTURED BY HYSECURITY. SIDE DRIVER 40 SERIES MODEL # 222 E ST.

HYDRAULICALLY ACTUATED XTREME DRIVE SYSTEM. PROVIDE WITH MOUNTING BASE

AND ALL REQUIRED ACCESSORIES TO COMPLETE INSTALLATION. PROVIDE NEW EXIT

LOOP AND KEYPAD WITH ALL REQUIRED CONDUIT (THIS CONTRACT). PROXIMITY CARD

READER, PEDESTAL AND, SECURITY CAMERA BY SECURITY CONTRACTOR.

STEEL WIRE (2" MESH)

#9 ALUMINUM COATED

STEEL INTERMEDIATE I BEAM POST, BY

AMERISTAR. 36" DEEP, 12" HOLE, CONCRETE

BACKFILL. PER MFGR'S INSTRUCTIONS

(TYPICAL)

1. ALL HARDSCAPE SHALL BE D50 12" WASHED RIVER SLICKS

OVER FABRIC VEGETATIVE BARRIER. NO STONES SMALLER

THAN 4" IN SMALLEST DIMENSION.

2. HARDSCAPE SHALL BE FLUSH WITH SIDEWALK/CURB

ELEVATION.

NOTES:

PROPEX GEOTEX 801

NON-WOVEN FABRIC

OR EQUIVALENT

WASHED RIVER

SLICKS HARDSCAPE

2" SLOPE FROM FACE OF BLDG

Ad d

D et ai l

W . B es se m er

S a, T

N . 3 ph . 8

C om m u n ic at io n s

Tr ai n in g C om pl ex

1s t E n gi n ee ri n g an d In st al la ti on S qu ad ro n

4.28.22

NTEA182006

AutoCAD SHX Text

CONSTRUCTION METHOD

AutoCAD SHX Text

CONSTRUCTION METHOD

AutoCAD SHX Text

WHEN 1 BAY SPANS SWALE

AutoCAD SHX Text

WHEN 2 BAYS SPAN SWALE

AutoCAD SHX Text 5'-0"

AutoCAD SHX Text 2"

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

8'-0" (TYPICAL INTERMEDIATE POST)

AutoCAD SHX Text

(MEASURE AT GRADE)

AutoCAD SHX Text

32' NOMINAL SPACING BETWEEN PIERS.

AutoCAD SHX Text 6"

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

JOB NO:

AutoCAD SHX Text Chattanooga, Tennessee

C2.2

S E

C U

N C

E D

CWH

CJS

A-1 ENLARGED PLAN AT CANTILEVER GATE

NOT TO SCALE

CODED NOTES

1. FRAME - WELDED

2. HINGE - STAINLESS STEEL

3. CLOSER - HYDRAULIC NORTON 7500

4. CRASH BAR - DETEV V40 WITH ALARM

5. DETEV TRIM HANDLE WITH KEY OVERIDE - STAINLESS STEEL

6. LOCK - ELECTRIC STRIKE (FAIL SECURE)

7. PROXIMITY CARD READER TO MATCH BASE STANDARD

8. 4" WEATHERPROOF JUNCTION MOUNTED AT BASE OF COLUMN

9. 3/4" CONDUIT FOR WIRING BY SECURITY CONTRACTOR.

10. EXTEND 1" CONDUIT TO COMM PULL BOX. WIRING TO SECURITY

SYSTEM BY SECURITY CONTRACTOR, SEE SITE PLAN C1.1 KEY

NOTE 6 (MAX 24" DEEP EXCAVATION IN GEOTHERMAL FIELDS)

COORDINATE WITH EXITING PIPEWORK.

11. INTERCOM / PHONE BY SECURITY CONTRACTOR.

REMOVABLE

THRESHOLD

3" 12GA

GALVANIZED

JAMB FRAME

THREAT SIDE

LEFT HAND SWING

SECURE SIDE

FENCE COULMN TYPE "A" OR "B",

TYPICAL

A-11 MAN GATE DETAIL

NOT TO SCALE

NOTE:

GATE SHALL BE AMERISTAR

EXODUS SERIES WITH

WIREWORKS INFILL. NO BARS.

(OR EQUAL) DIRECT BURY FRAME

POSTS.

NEW STEEL ISLAND FORM, INFILL CENTER WITH #57 STONE AND 4"

CONCRETE SLAB, W2.9xW2.9 12"X12" WWF REINFORCEMENT INSIDE STEEL

FORMED ISLAND. RIVERSIDE STEEL W4-H13-L20 OR EQUAL. 4' WIDE, FULL

WIDTH RADIUS ENDS, 13" HIGH, 20' LONG. PAINTED YELLOW.

SAW CUT EXISTING PAVEMENT, SET

NEW ISLAND RING BELOW FINISHED

SURFACE AT LOWEST POINT AND

LEVEL ISLAND RING.

8" CFPP, COVER WITH MDPE

JACKET AND REFLECTIVE BAND

(TYPICAL)

NEW COMM. PULL BOX. FLUSH TO

TOP OF ISLAND. "COMMUNICATIONS"

LOGO ON COVER. SEE DETAIL

PEDESTAL FOR CARD READER,

KEYPAD, AND INTERCOM.

(BY SECURITY VENDOR)

GATE OPERATOR, SEE SPECS.

INSTALL PER MFGR'S

RECOMMENDATIONS.

GATE MOUNTING POST. 6" SQUARE

STEEL TUBING, INSTALL PER GATE

MFGR'S RECOMMENDATIONS. (TYP)

2EA 3/4" CONDUIT FOR GATE

OPERATOR CONTROL WIRING.

16 AWG XLPE EXIT LOOP WIRE, SAW CUT

INTO EXISTING PAVEMENT AND SEALED.

APPX 5'x24' LOOP 5' FROM GATE.

1" CONDUIT FOR CAMERA

2EA 3/4" CONDUIT

FOR PEDESTAL

COMMUNICATIONS

WIRING.

PTZ CAMERA AND MOUNTING

BRACKET BY SECURITY

CONTRACTOR (NIC).

6.8x6.8x4.5" WEATHERPROOF

JUNCTION BOX MOUNTED FLUSH IN

COLUMN, EXTEND 1" PVC CONDUIT TO

PULLBOX FOR SECURITY WIRING BY

SECURITY CONTRACTOR.

TO PULL BOX.

CONDUIT

WITH STAINLESS BOLTS.

SECURE BOX TO PAD

4" CONCRETE PAD,

FINISHED GRADE

"LOGO" = "COMMUNICATIONS"

MINIMUM DEPTH

24" BELOW

FINISHED GRADE

CONDUIT

12"x12" OPENING IN PAD FOR

#57 STONE FRENCH DRAIN 24" DEEP.

NOTE:

BOX SIZES SHALL BE 19.25"x 32.25"x 30"

DEEP OR AS INDICATED ON SITE PLAN. ALL

BOXES SHALL BE QUAZITE TYPE "PG"

STACKABLE TIER 15

* (WHEREVER PRACTICAL CONNECT TO STORM DRAINAGE

SYSTEM WITH 3" PVC IN LIEU OF FRENCH DRAIN.

STALWART IS BY AMERISTAR (OR EQUAL)

LONG SWEEP EL 24" RADIUS.

H-1 SECURITY CAMERA DETAIL

NOT TO SCALE

H-5 COMMUNICATIONS PULL BOX DETAIL

NOT TO SCALE

PLAN

FRONT ELEVATION

GATE DOOR DETAIL

8'-0"

INTERCOM. MOUNT

SPEAKER 48" AFG.

SEE NOTE

CARD READER

MOUNT 34" AFG.

SEE NOTE

(FRONT AND

REAR)

CAMERA JUNCTION BOX,

SEE DETAIL H1 THIS

SHEET.

PTZ CAMERA AND MOUNTING

BRACKET BY SECURITY

CONTRACTOR.

4" W.P. JUNCTION

SEE NOTE

(REAR ONLY)

NOTE: SEE DETAIL H1 THIS SHEET

FOR SECURITY CAMERA CONDUIT

(NOT SHOWN)

EXTEND FENCE TO BEYOND GATE

OPENING, TERMINATE ON RAIL POST.

MAXIMUM DEPTH

24" BELOW

(INSIDE GEOTHERMAL FIELD)

CONDUIT AND WIRE APPX. 125 LF TO

EXISTING GATE OPERATOR LOCATION

AND CONNECT AS REQUIRED. FIELD

VERIFY EXACT WIRE/CONDUIT SIZE

ADJUST AS REQUIRED FOR VOLTAGE

DROP.

W . B es se m er

S a, T

N . 3 ph . 8

C om m u n ic at io n s

Tr ai n in g C om pl ex

1s t E n gi n ee ri n g an d In st al la ti on S qu ad ro n

4.28.22

NTEA182006

AutoCAD SHX Text 41 "1932"

AutoCAD SHX Text

AutoCAD SHX Text 41 7/8

AutoCAD SHX Text 5'-0''

AutoCAD SHX Text 15'-0''

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

NTS

AutoCAD SHX Text

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text H

AutoCAD SHX Text J

AutoCAD SHX Text K

AutoCAD SHX Text L

AutoCAD SHX Text M

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REVISIONS:

AutoCAD SHX Text

DRAWN:

AutoCAD SHX Text

CHECKED:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

JOB NO:

AutoCAD SHX Text H:\USPFO\47.191 - Construct 241st Security Measures\02-Drawings\Sheets\C-1-CWH.dwg Plotted: March 13, Plotted: March 13, March 13, 2025 2:59 PM By: Erica Riley 2:59 PM By: Erica Riley2:59 PM By: Erica Riley By: Erica RileyErica Riley

AutoCAD SHX Text Chattanooga, Tennessee

03.12.25 TABLE OF CONTENTS 00 01 10-1

SECTION 00 01 10

TABLE OF CONTENTS

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 – GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 26 20 WEATHER DELAYS

01 31 13 COORDINATION

01 31 19 PROJECT MEETINGS

01 33 00 SUBMITTAL PROCEDURES

01 33 23 SUBMITTAL REQUIREMENTS

01 41 00 REGULATORY REQUIREMENTS

01 45 00 QUALITY CONTROL SERVICES

01 60 00 MATERIALS, EQUIPMENT AND SUBSTITUTIONS

01 77 00 CONTRACT CLOSEOUT

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 39 PROJECT RECORD DOCUMENTS

01 79 29 CUTTING AND PATCHING

DIVISION 03 – CONCRETE

03 10 00 CONCRETE FORMWORK

03 20 00 CONCRETE REINFORCEMENT

03 30 00 CAST IN PLACE CONCRETE

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 31 13 CHAIN LINK FENCES AND GATES

32 92 23 SODDING

03.12.25 LIST OF DRAWINGS 00 01 15-1

SECTION 00 01 15

LIST OF DRAWINGS

The following is a list of Contract Drawings on which this contract is to be based. These drawings are entitled “Construct 241st Security Measures, Project No. NTEA182006” with revision dates (if any), as noted.

The latest posted drawings represent the contract documents. Contractors shall replace all previous drawings with the latest published drawings.

Drawing

Sub-Title

Revision Date

COVER

C1.1 C2.1 C2.2

Security Fence Security Fence Details Security Fence Details

END OF SECTION

03.12.25 SUMMARY OF WORK 01 11 00-1

SECTION 01 11 00

SUMMARY OF THE WORK

PART 1 GENERAL

1.1 SUMMARY

A. The "Project," of which the "Work" of this Contract is a part, is titled “Construct 241st Security Measures, NTEA182006.”

B. The "Work" of this Contract is defined in the Contract Documents to include furnishing and paying for all necessary materials, labor, tools, equipment, and other items, and constructing complete in every detail and ready for Government’s beneficial use, as specified herein, and/or indicated on the contract documents listed elsewhere in these specifications.

C. Related work:

1. Documents affecting work of this Section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and other Sections in Division 1 of these Specifications.

1.2 INTENT OF CONTRACT DOCUMENTS

A. If there are any conflict or discrepancy within or between any of the Contract Documents involving the quality or quantity of work required, it is the intention of the Contract that the work of highest quality or greatest quantity shown or specified shall be furnished, unless such conflict or discrepancy shall have been brought to the Contracting Officer’s attention and clarified by Addendum prior to the opening of bids.

B. Whether or not the work “All” is used in the specifications, coverage is intended to be complete, except where partial coverage is specifically and expressly noted. In all cases where an item is referred to in the singular number, it is intended that the reference shall apply to as many such items as are required to complete the work. Words such as “Install”, “Provide”, “Furnish”, and “Supply” shall be construed as meaning complete furnishing, installing, and constructing unless modified by additional information.

C. Where brand names or equal appear throughout these specifications and drawings, they are used only as establishing a standard of quality and shall not be construed as limiting competition.

1.3 VERIFICATIONS OF DIMENSIONS

A. Before proceeding with any work dependent upon the data involved, the contractor shall field check and verify all dimensions, grades, line levels, or other conditions of limitations at the site and building to avoid construction errors. If any work is performed by the contractor or by his Subcontractors prior to adequate verification of applicable data, any resultant extra cost for adjustment of work to conform to existing limitations shall be borne by the contractor without reimbursement or compensation by the Government

1.4 SUBSTANTIAL COMPLETION OF THE WORK

A. Upon substantial completion of any phase of the work, the Government shall assume complete responsibility for the work.

03.12.25 SUMMARY OF WORK 01 11 00-2

B. The Government shall also become responsible for all other maintenance and damage and ordinary wear and tear and, with the exception of items under guarantee, the cost of repairs or restoration during the period between substantial and final completion.

C. Upon substantial completion, payments for work in the substantially complete portion of the work shall be released to the Contractor, except for the retainage and an amount to cover the cost of the incomplete or deficient items included in the punch list made at the inspection to determine substantial completion. The amount shall be approximately the value of the punch list items as estimated by the Contracting Officer.

D. The Contractor shall arrange a schedule to complete punch list items in the designated time by working during regular working hours.

1.5 BUILDING PRODUCT USE

A. It is the responsibility of the Contractor to inform himself concerning the applications of the products he uses to follow the directions of the Contracting Officer and manufacturer.

B. In the event of disagreement between the Contract Documents and the manufacturer’s directions, the Contractor will obtain written instructions from the Contracting Officer before proceeding with the installation.

C. If the Contractor has knowledge of or reason to believe the likelihood of failure, he will transmit such knowledge to the Contracting Officer, and ask for written instructions before proceeding with the work.

03.12.25 WEATHER DELAYS 01 26 20-1

SECTION 01 26 20

WEATHER DELAYS

1.1 EXTENSIONS OF CONTRACT TIME

A. If the basis exists for an extension of time, an extension of time on the basis of weather may be granted only for the number of Weather Delay Days in excess of the number of days listed as the Standard Baseline for that month.

1.2 STANDARD BASELINE FOR AVERAGE CLIMATIC RANGE

A. The Government has reviewed weather data available from the National Oceanic and Atmospheric Administration and determined a Standard Baseline of average climatic range for the State of Tennessee.

B. Standard Baseline shall be regarded as the normal and anticipatable number of calendar days for each month during which construction activity shall be expected to be prevented and suspended by cause of adverse weather. Suspension of construction activity for the number of days each month as listed in the Standard Baseline is included in the Work and is not eligible for extension of Contract Time.

C. Standard Baseline is as follows:

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 12 11 8 7 7 6 7 5 4 5 6 11

1.3 ADVERSE WEATHER AND WEATHER DELAY DAYS

A. Adverse Weather is defined as the occurrence of one of more of the following conditions which prevents exterior construction activity or access to the site within twenty-four (24) hours:

1. Precipitation (rain, snow or ice) in excess of one-tenth inch (0.10”) liquid measure.

2. Temperatures which do not rise above 32 degrees F by 10:00 a.m.

3. Temperatures which do not rise above that specified for the day’s construction activity by 10:00 a.m., if any is specified.

4. Sustained wind in excess of twenty-five (25) m.p.h.

5. Standing snow in excess of one inch (1.00”).

B. Adverse Weather may include, if appropriate, “dry-out” or “mud” days when all the following conditions are met:

1. For rain days above the standard baseline.

2. Only if there is a hindrance to site access or Sitework, such as excavation, backfill and footings.

3. At a rate no greater than 1 make-up day for each day or consecutive days of rain beyond the standard baseline that total 1.0 inch or more, liquid measure, unless specifically recommended otherwise by the Contracting Officer.

C. A Weather Delay Day may be counted if adverse weather prevents work on the project for fifty percent (50%) or more of the Contractor’s scheduled work day, including a weekend day or holiday, if Contractor has scheduled construction activity for that day.

03.12.25 WEATHER DELAYS 01 26 20-2

1.4 DOCUMENTATION AND SUBMITTALS

A. Submit daily jobsite work logs showing which and to what extent construction activities have been affected by weather on a monthly basis.

B. Submit actual weather data to support claim for time extension obtained from nearest NOAA weather station or other independently verified source approved by Contracting Officer at beginning of project.

C. Use Standard Baseline data provided in this section when documenting actual delays due to weather in excess of the average climatic range.

D. Organize claim and documentation to facilitate evaluation of a basis of calendar month periods, and submit to the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

03.12.25 COORDINATION 01 31 13-1

SECTION 01 31 13

COORDINATION

1.1 PROJECT COORDINATION

A. The Contractor shall coordinate his actions with the Contracting Officer as specified in the Contract Documents.

1.2 COORDINATION OF WORK OF SUBCONTRACTORS

A. It is the responsibility of the Contractor to coordinate the work of his subcontractors. To this end, the Contractor shall require the subcontractors examine and familiarize themselves with the project drawings and they are to frequently consult with each other and all other trades so that the work can be properly coordinated.

B. The Contractor shall carefully check the work of his subcontractor in order to deliver to the

Government the contract work complete and properly installed in conformance with the Contract requirements.

1.3 CUTTING AND PATCHING

A. It is the intention of the Contract that conduit, sleeves, thimbles, and chases for the mechanical, plumbing, and electrical work be installed in new concrete, masonry or stud wall work as the work progresses. The mechanical, plumbing, and electrical subcontractors shall respectively install the required conduit, sleeves and thimbles in concrete forms and in masonry work. and shall inform the Contractor of the size and location of any required chases to be formed in the concrete and masonry work. If this procedure is not followed, the mechanical, plumbing, and electrical subcontractors shall do all cutting of new concrete and masonry work required to install their work.

B. Cutting of new work shall be held to the minimum necessary and shall be done neatly. The

Contractor shall be responsible for the proper patching and finishing of all cut work whether or not cut by his own workmen or by subcontractors.

C. All temporary shoring and bracing required during the cutting of openings in the existing structure shall be the responsibility of the contractor.

1.4 JOB SITE ADMINISTRATION

A. The Contractor shall give his personal superintendence to the work at all times or have a competent superintendent on the job at all times during the execution of the work, with authority to act for him.

A competent superintendent shall not be replaced during the execution of the work except for acceptable reasons. Any change in superintendence shall require written approval by the Contracting Officer. The superintendent shall remain on the project until all work has been completed, including the Final Check List Items.

03.12.25 PROJECT MEETINGS 01 31 19-1

SECTION 01 31 19

PROJECT MEETINGS

1.1 PRE-BID CONFERENCE

A. A pre-bid conference may be scheduled by the Contracting Officer in the offices of the 134th Air Refueling Wing, Tennessee Air National Guard. This conference will be determined in the Invitation for Bid solicitation.

B. Attendance at the pre-bid conference is recommended (but not required) by all Contractors proposing to bid this work.

C. Material Contractors shall not attend the conferences. No questions of material suppliers will be answered at the conference.

D. Questions, for clarification, may be asked by the General and Subcontractors.

E. The purpose of the Pre-Bid Conference will be to clarify the specifications, drawings, working conditions and other matters that the Contracting Officer determines should be subject for the Pre- Bid Conference.

1.2 PRE-CONSTRUCTION CONFERENCE

A. The Contracting Officer will schedule a preconstruction conference at a location to be designated at a later date as soon as practical after award and prior to commencement of construction activities.

B. Attendees: The Contracting Officer, the Contractor and its superintendent, quality assurance personnel, major subcontractors, manufacturers, suppliers, and other concerned parties shall each be represented at the conference by persons familiar with and authorized to conclude matters relating to the Work.

C. Agenda: Discuss items of significance that could affect progress including such topics as:

1. Tentative Construction Schedule

2. Critical Work Sequencing

3. Designation of Responsible Personnel

4. Procedures for processing field decisions and Change Orders

5. Procedures for processing Applications for Payment

6. Distribution of Contract Documents

7. Submittal of Shop Drawings, Products Data and Samples

8. Preparation of record documents

9. Use of the premises

10. Office, Work and storage areas

11. Equipment deliveries and priorities

12. Safety procedures inclusive of but not limited to all relating EPA and/or OSHA regulations and other safety requirements, including considerations for safety of occupants.

13. First aid

14. Security

15. Housekeeping

16. Working Hours

17. Compliance with Record Keeping associated with LEED Certification.

18. Compliance with the Notice of Intent and Stormwater Pollution Prevention Plan.

03.12.25 PROJECT MEETINGS 01 31 19-2

1.3 PROGRESS MEETINGS

A. Conduct progress meetings at the Project site semimonthly. Notify the Contracting Officer of scheduled meeting dates. Coordinate dates of meetings with preparation of the payment request.

B. Attendees: In addition to representatives of the Contracting Officer, each subcontractor, supplier, or other entity concerned with current progress or involved in planning, coordination or performance of future activities shall be represented at these meetings by persons familiar with the Project and authorized to conclude matters relating to progress.

C. Agenda: Review and correct or approve minutes of the previous progress meeting. Review other items of significance that could affect progress. Include topics for discussion as appropriate to the current status of the Project.

1. Contractor’s Construction Schedule: Review progress since the last meeting. Determine where each activity is in relation to the Contractor’s Construction Schedule, whether on time or ahead or behind schedule. Determine how construction behind schedule will be expedited;

secure commitments from parties involved to do so. Discuss whether schedule revisions are required to ensure that current and subsequent activities will be completed within the Contract Time.

D. Review the present and future needs of each entity present, including such items as:

1. Interface requirements

2. Time

3. Sequences

4. Deliveries

5. Off-Site fabrication problems

6. Access

7. Site utilization

8. Temporary facilities and services

9. Hours of Work

10. Hazards and risks

11. Housekeeping

12. Quality and Work standards

13. Change Orders

14. Documentation of information for payment requests

E. Reporting: No later than 3 days after each progress meeting date, the Contractor is responsible for distribution of copies of minutes of the meeting to each party present and to other parties who should have been present. Include a brief summary, in narrative form, of progress since the previous meeting and report. These reports shall be distributed via email.

F. Schedule Updating: Revise the construction schedule after each progress meeting where revisions to the schedule have been made or recognized. Issue the revised schedule concurrently with the report of each meeting.

1.4 PROGRESS PAYMENT MEETINGS

A. Construction progress payments may be made upon the request of the Contractor. Construction progress payment request will be submitted by the Contractor on AIA Document G702 and AIA Document G702a. These forms serve both as a progress payment request as well as the Contractor’s invoice. The payment request shall be submitted directly to the Contracting Officer along with the progress report at the end of each month.

03.12.25 SUBMITTAL PROCEDURES 01 33 00-1

SECTION 01 33 00

SUBMITTAL PROCEDURES

1.1 PROGRESS SCHEDULE AND REPORTS

A. Progress reports shall be prepared on AF Form 3065 and shall be completed and submitted by the

Contractor bi-weekly. If no additional work has been done since submission of the previously bi-weekly report, a negative report on AF Form 3065 shall be submitted for the period concerned.

B. Contractor shall prepare and maintain a critical path method construction schedule using the arrow diagramming method.

1.2 APPLICATIONS FOR PAYMENT

A. Progress Payment Request shall be submitted at the end of each month by the Contractor on AIA Document G703, Application and Certificate for Payment, and AIA Document G702A continuation sheet and by separate lists of materials stored at the site ad shall be submitted accompanied by the corresponding progress report. Total contract amount, amount requested, less retainage and previous payments shall be indicated on the forms and certification statement (wording of certification statement will be furnished to the contractor at the pre-construction conference).

1.3 SHOP DRAWINGS/MATERIAL SUBMITTALS

A. General

1. Contractors shall submit all requests for material approval on AF Form 3000. Materials include articles, supplies, raw materials, shop drawings, equipment, parts, components, etc.

Number of copies and distribution of submittals shall be covered in the Preconstruction Conference.

2. Before submission, the Contractor shall check the submittals of all items furnished by him or any Subcontractor as follows: Check the submittals for completeness and compliance with the Contract Documents; check and verify all dimensions and field conditions relating to the submittals; and certify in writing that these checks have been made.

3. The Contracting Officer will return for resubmission all shop drawings submitted without the above specified approval and certification, and all shop drawings, which in the Contracting Officer’s opinion, contain numerous discrepancies and/or have not been checked or have been superficially checked only by the Contractor or Subcontractor.

4. The Contracting Officer will receive shop drawings from the Contractor only. Shop drawings submitted to the Contracting Officer by subcontractors, material suppliers, etc., will be returned unchecked to the Contractor.

5. Acceptance of shop drawings by the contracting Officer will be general only, and such acceptance will not relieve the Contractor or subcontractor of the responsibility for accuracy of such shop drawings, proper fitting, coordination, construction of work, and furnishing materials and work required by Contract but not indicated on shop drawings. Acceptance of shop drawings shall not be construed as approving departures from Contract requirements.

6. Within ten (10) calendar days after the Notice to Proceed (NTP), the Contractor will submit to the Contracting Officer a chronological Material Submittal Schedule, based upon the Material Approval Submittal Matrix provided in the specifications. In this schedule, the Contractor will list his required submittals consistent with his own construction strategy, and chronologically on a week-by-week basis. The Contractor must schedule all of his submittals such that they will be forwarded, reviewed, and approved within sixty (60) calendar days after NTP. The only exception to this is that all submittals involving a color selection must be forwarded, reviewed and approved within ninety (90) calendar days after NTP. No final color selection

03.12.25 SUBMITTAL PROCEDURES 01 33 00-2

will be made until all the color-related submittals have been approved. Resubmittals by the contractor after the sixty (60) day deadline will be permitted only if the initial government review time is determined by the Contracting Officer to be unjustifiably excessive.

B. Coordination

1. Coordinate the preparation and processing of submittals with the performance of the work.

Coordinate each separate submittal with other submittals and related activities such as testing, purchasing, fabrication, delivery and similar activities that require sequential activity.

2. Coordinate the submittal of different units of interrelated work so that one submittal will not be delayed by the Contracting Officer’s need to review a related submittal. The Contracting Officer reserves the right to withhold action on any submittal requiring coordination with other submittals until related submittals are forthcoming.

C. Scheduling: In each appropriate administrative submittal, such as the progress schedule, show the principal work-related submittals and time requirements for coordination of submittal activity with related work.

1.4 SUBMITTAL SCHEDULE

A. General: Section 01 33 23 contains a schedule by specification section of submittals to be provided by the Contractor.

B. Coordination of Submittal Times

1. Prepare and transmit each submittal to the Contracting Officer sufficiently in advance of the scheduled performance of related work and other applicable activities. Transmit different kinds of submittals for the same unit of work so processing will not be delayed by the Contracting Officer’s need to review submittals concurrently for coordination.

2. The Contractor is required to submit all shop drawings and material submittals with the Government’s Material Approval Submittal (AF Form 3000), if required in the specifications, for the project within the time frame specified in Paragraph 1.3.A.6 above.

C. Routing Procedures – AF Form 3000

1. The Contractor will prepare and forward the AF Form 3000 with attachments to the COR. In addition, the contractor will send one (1) copy without attachments to the Contracting Officer.

The COR will forward approved/disapproved original plus two (2) copies with attachments to Contracting Officer. At the same time the COR will send one (1) copy with attachments to Contractor. The Contracting Officer will send one (1) approved/disapproved copy with attachments to Contactor, and one (1) approved/disapproved copy with attachments to COR.

2. No extension of time will be authorized because of the Contractor’s failure to transmit submittals to the Contracting Officer sufficiently in advance of the work.

D. Submittal Transmittal – Package each submittal appropriately for transmittal and handling.

Transmit each submittal from the Contractor to the Contracting Officer, and to other destinations as indicated, by use of a transmittal form. Submittals received from sources other than the Contractor will be returned to the sender “Without Action”. Electronic Submittals via email are preferred.

1.5 SPECIFIC SUBMITTAL REQUIREMENTS

A. General

1. Specific submittal requirements for individual units of work are specified in the applicable specification section. Except as otherwise indicated in the individual specification sections, comply with the requirements specified herein for each type of submittal.

2. Where it is necessary to provide intermediate submittals between the initial and final submittals, provide and process intermediate submittals in the same manner as for initial submittals.

03.12.25 SUBMITTAL PROCEDURES 01 33 00-3

B. Shop Drawings: Information required on shop drawings includes: Dimensions, identification of specific products and materials which are included in the work, compliance with specified standards and notations of coordination requirements with other work. Provide special notation of dimensions that have been established by field measurement. Highlight, encircle or otherwise indicate deviations from the contract documents on the shop drawings.

C. Coordination Drawings

1. Provide coordination drawings where required for the integration of the work, including work first shown in detail on shop drawings or product data. Show sequencing and relationship of separate units of work which must interface in a restricted manner to fit in the space provided, or function as indicated. Coordination drawings are considered shop drawings and must be definitive in nature.

2. Do not permit shop drawing copies without an appropriate final “Action” marking by the Contracting Officer to be used in connection with the work.

D. Preparation

1. Submittals shall be submitted in electronic (.pdf) format. Notification shall be sent to the Contracting Officer, COR, and A/E that the submittals are posted to a location making them ready for review. Minor exceptions to this are allowed for submittals requiring large format reproduction.

2. Comments or other actions shall be posted back to this same location.

E. Product Data

1. General information required specifically as product data includes manufacturer’s standard printed recommendations for application and use, compliance with recognized standards of trade associations and testing agencies, and the application of their labels and seals (if any), special notation of dimensions which have been verified by way of field measurement, and special coordination requirements for interfacing the material, product or system with other work.

2. Refer to Mechanical and Electrical Specifications for general requirements applicable to product data for mechanical and electrical work respectively.

F. Preparation

1. Collect required product data into a single submittal for each unit of work or system. Mark each copy to show which choices and options are applicable to the project. Where product data has been printed to include information on several similar products, some of which are not required for use on the project, or are not included in this submittal, mark the copies to show clearly that such information is not applicable.

2. Where product data must be specifically prepared for required products, materials or systems, because standard printed data is not suitable for use, submit data as “shop drawings” and not as “product data”.

G. Submittals: Product data submittal is required for information and record and to determine that the products, materials and systems comply with the provisions of the contract documents. Therefore, the initial submittal is also the final submittal, except where the Contracting Officer observes that there is noncompliance with the provisions of the contract documents and returns the submittal promptly to the Contractor marked with the appropriate “Action”.

H. Samples

1. Submit samples for the Contracting Officer’s visual review of general generic kind, color, pattern, and texture, and for a final check of the coordination of these characteristics with other related elements of the work. Samples are also submitted for quality control comparison of these characteristics between the final sample submittal and the actual work as it is delivered and installed.

2. Refer to individual work sections of these specifications for additional sample requirements,

03.12.25 SUBMITTAL PROCEDURES 01 33 00-4

which may be intended for examination or testing of additional characteristics. Compliance with other required characteristics is the exclusive responsibility of the Contractor; such compliance is not considered in the contracting Officer’s review and “Action” indication on sample submittals.

3. Documentation required specifically for sample submittals include a generic description of the sample, the sample source or the product name or manufacturer, compliance with governing regulations and recognized standards. In addition, indicate limitations in terms of availability, sizes, delivery time, and similar limiting characteristics.

4. Preparation: Where possible, provide samples that are physically identical with the proposed material or product to be incorporated in the work; provide full scale, fully fabricated samples cured and finished in the manner specified. Where variations in color, pattern, or texture are inherent in the material or product represented by the sample, submit multiple units of the sample (not less than 3 units), which show the approximate limits of variations. Where samples are specified for the Contracting Officer’s selection of color, texture or pattern, submit a full set of available choices for the material or product. Mount, display, or package samples in the manner specified to facilitate the review of indicated qualities. Prepare samples to match the Contracting Officer’s sample where so indicated.

5. Refer to individual sections of these specifications for samples which, because of their relatively high cost or other special considerations, are intended to be returned to the Contractor for incorporation in the work. Such samples must be in an undamaged condition at the time of use. On the transmittal form to the Contracting Officer, indicate such special requests regarding the disposition of sample submittals.

I. Miscellaneous Submittals

1. Inspection and Test Reports: Classify each inspection and test report as being either “shop drawings” or “product data” depending on whether the report is specially prepared for the project, or a standard publication of workmanship control testing at the point of production.

Process inspection and test reports accordingly.

J. Records of Actual Work: Furnish a copy of records of actual work, one of which will be returned for inclusion in the record documents as specified in section “Project Closeout”.

K. Standards: Where submittal of a copy of standards is indicated, and except where copies of standards are specified as an integral part of a “Product Data” submittal, submit a single copy of standards for the Contracting Officer’s use. Where workmanship, whether at the project site or elsewhere, is governed by a standard, furnish additional copies of the standard to fabricators, installers and others involved in the performance of the work.

L. Closeout Submittals: Refer to section “Project Closeout” and to individual sections of these specifications for specific submittal requirements of project closeout information, materials, tools, and similar items.

M. Record Documents: Furnish set of original documents as maintained on the project site. Along with original marked-up record drawings.

N. Operating and Maintenance Data: Furnish two (2) bound copies of operating data and maintenance manuals. Also provide one digital copy in pdf format.

O. Materials and Tools: Refer to individual sections of these specifications for required quantities of spare parts, extra and overrun stock, maintenance tools and devices, keys, and similar physical units to be submitted.

P. General Distribution: Provide additional distribution of submittals to subcontractors, suppliers, fabricators, installers, governing authorities, and others as necessary for the proper performance of the work. Include such additional copies of submittals in the transmittal to the Contracting Officer

03.12.25 SUBMITTAL PROCEDURES 01 33 00-5

where the submittals are required to receive “Action” marking before final distribution. Record distributions on transmittal forms.

1.6 CONTRACTING OFFICER’S ACTION

A. General: Except for submittals for the record and similar purposes, where action and return on submittals is required or requested, the Contracting Officer will review each submittal, mark with appropriate “Action”, and where possible, return within five (5) days of receipt.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jul 16, 2025.