250432 SOW.pdf

PDF 1 MB Posted Aug 11, 2026

Attached to: Bldg's 1403, 1404, FC255 Security Screens, TT21 Gate Replacement
Solicitation number: N40085-26-R-9079
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Aug 11, 2026

This document contains technical construction drawings and specifications for two separate federal facility improvement projects at Camp Lejeune, North Carolina.

The first project involves the installation of security screens at Buildings 1403 and 1404. The contractor must provide all materials, labor, equipment, and supervision to fabricate and install metal security screens with specific construction requirements: frames constructed from one and one-half inch flat bar and nine-gauge expanded metal, windows from one and one-half inch angle and nine-gauge expanded metal, and mounting tabs welded and evenly spaced on each side. All screens and mounting tabs must be galvanized by hot-dipped process per ASTM specifications. The contractor is responsible for field measurements and verification of existing conditions. The contractor must field-verify dimensions before manufacturing and secure screens with anchor bolts to existing brick walls or metal doors. Submittals include electronic copies of all drawings, installation instructions, manufacturer specifications, and technical data sheets. The project qualifies for a manufacturer qualification requirement of minimum three years documented experience in metal security screens work of similar scope and complexity. Detailed specifications reference numerous ASTM standards (A36/A36M, A27/A27M, A307, A653/A653M, A666, and others) and UFC 1-300-02 Unified Facilities Guide Specifications.

The second project involves grate replacement at Building TT21, requiring the contractor to install new stainless steel material including an ABIE channel (six inches wide, 1920 leg x 200 web) and 306 stainless steel grates, stainless steel anchors with epoxy-secured bolts, and a stainless steel ladder. The contractor must field-verify drawings and measurements prior to fabrication, submit schedule detailing with government approval before beginning work, and provide manufacturer specifications and technical data. A manufacturer qualification requirement specifies minimum three years documented experience in stainless steel work and similar projects. The scope includes demolition of existing elements and hauling materials to the base landfill through designated procedures. Both projects require contractors to meet hot work permit requirements through the Fire Division, maintain fire watches per NFPA standards, and comply with all applicable federal regulations and Camp Lejeune sanitary landfill procedures.

View the file

Other files

File	Type	Posted
RFP 26R9079 Proj 250432.pdf	PDF	Aug 11, 2026
MAXIMO Initial Equipment Inventory and Replacement.pdf	PDF	Aug 11, 2026
Contractor Environmental Guide Updated Format_20231009 with ESOP.pdf	PDF	Aug 11, 2026
250432 SR.pdf	PDF	Aug 11, 2026
RFP 26R9079 Proj 250432.pdf	PDF	Aug 11, 2026
Combined DIV 01 specs small projects.pdf	PDF	Aug 11, 2026

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.

GIBB RD

EAST RD

D O

G W

O O

ST.

CAMP LEJEUNE, N.C.

LOCATION MAP AREA MAP

1403 & 1404

SECURITY SCREENSLOCATION

MAP

BUILDING

1404AREA MAP

VICINITY MAP

DRAWING INDEX

AutoCAD SHX Text %%uJACKSONVILLE

AutoCAD SHX Text

NORTHEAST CREEK

AutoCAD SHX Text A T L A N T I C O C E A N

AutoCAD SHX Text N E W R I V E R

AutoCAD SHX Text

LEJEUNE BLVD

AutoCAD SHX Text

TO WILMINGTON

AutoCAD SHX Text

VERONA LOOP ROAD

AutoCAD SHX Text

PADGETT RD

AutoCAD SHX Text

HAWS RUN RD

AutoCAD SHX Text

DAWSON CABIN RD

AutoCAD SHX Text

HIGH HILL RD

AutoCAD SHX Text

COSTON RD

AutoCAD SHX Text

CHATEAU RD

AutoCAD SHX Text

CC RD

AutoCAD SHX Text

SHEPARD

AutoCAD SHX Text

NEW RIVER INLET RD

AutoCAD SHX Text

RANGE RD

AutoCAD SHX Text

DIXON-SNEADS FERRY RD

AutoCAD SHX Text

OCEAN DRIVE

AutoCAD SHX Text

BEACH RD

AutoCAD SHX Text

MARINES RD

AutoCAD SHX Text

LYMAN RD

AutoCAD SHX Text

OLD BEAR CREEK RD

AutoCAD SHX Text

PINEY GREEN RD

AutoCAD SHX Text

HOLCOMB BLVD

AutoCAD SHX Text

BREWSTER BLVD

AutoCAD SHX Text

CURTIS

AutoCAD SHX Text

STONE ST

AutoCAD SHX Text

STONE BAY

AutoCAD SHX Text

FRENCH

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

MAIN SERVICE RD

AutoCAD SHX Text

INTRACOASTAL WATERWAY

AutoCAD SHX Text %%uNEW RIVER INLET

AutoCAD SHX Text

MEANS HIGH WATER +1.50

AutoCAD SHX Text

MEANS SEA LEVEL 0.00

AutoCAD SHX Text

MEANS LOW WATER -1.50

AutoCAD SHX Text %%uSNEADS FERRY

AutoCAD SHX Text

MEANS HIGH WATER +1.10

AutoCAD SHX Text

MEANS SEA LEVEL 0.00

AutoCAD SHX Text

MEANS LOW WATER +0.35

AutoCAD SHX Text

MEANS LOW WATER +0.50

AutoCAD SHX Text

MEANS SEA LEVEL 0.00

AutoCAD SHX Text

MEANS HIGH WATER +1.00

AutoCAD SHX Text %%uTOWN POINT

AutoCAD SHX Text

LEJEUNE RAILROAD

AutoCAD SHX Text

CAMP

AutoCAD SHX Text

SNEADS FERRY RD

AutoCAD SHX Text

SETH

AutoCAD SHX Text

WALLACE

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

SOUTHWEST CREEK

AutoCAD SHX Text

WILSON

AutoCAD SHX Text

BAY

AutoCAD SHX Text

TRAPS

AutoCAD SHX Text

BAY

AutoCAD SHX Text

CHADWICK

AutoCAD SHX Text

BAY

AutoCAD SHX Text

HOWARD BAY

AutoCAD SHX Text

COURTHOUSE

AutoCAD SHX Text

BAY

AutoCAD SHX Text

ELLIS

AutoCAD SHX Text

COVE

AutoCAD SHX Text

MOREHEAD CITY

AutoCAD SHX Text

BEAR

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

BEAR

AutoCAD SHX Text

INLET

AutoCAD SHX Text

STONE

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

MILL

AutoCAD SHX Text

STONE CREEK

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

MUDDY

AutoCAD SHX Text

MILL CREEK

AutoCAD SHX Text

TOWN

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

LEWIS

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

WHITE

AutoCAD SHX Text

HURST

AutoCAD SHX Text

CR.

AutoCAD SHX Text

SNEADS

AutoCAD SHX Text

FERRY

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

TARAWA

AutoCAD SHX Text

TERRACE

AutoCAD SHX Text

KNOX

AutoCAD SHX Text

TR. PARK

AutoCAD SHX Text

MONTFORD

AutoCAD SHX Text

LANDING RD

AutoCAD SHX Text

MIDWAY

AutoCAD SHX Text

PARK

AutoCAD SHX Text

NAVAL

AutoCAD SHX Text

HOSPITAL

AutoCAD SHX Text

FRENCH

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

AREA

AutoCAD SHX Text

MAGAZINE

AutoCAD SHX Text

AREA

AutoCAD SHX Text

HADNOT

AutoCAD SHX Text

POINT

AutoCAD SHX Text

AREA

AutoCAD SHX Text

INDUSTRIAL

AutoCAD SHX Text

AREA

AutoCAD SHX Text

PARADISE

AutoCAD SHX Text

POINT

AutoCAD SHX Text

AREA

AutoCAD SHX Text

RIFLE

AutoCAD SHX Text

RANGE

AutoCAD SHX Text

AMPHIBIAN

AutoCAD SHX Text

BASE

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

AREA

AutoCAD SHX Text

TRIANGLE

AutoCAD SHX Text

OUTPOST

AutoCAD SHX Text

BEACH

AutoCAD SHX Text

AREA

AutoCAD SHX Text

BERKELEY

AutoCAD SHX Text

MANOR

AutoCAD SHX Text

WATKINS

AutoCAD SHX Text

VILLAGE

AutoCAD SHX Text

CAMP

AutoCAD SHX Text

GEIGER

AutoCAD SHX Text

NEW RIVER

AutoCAD SHX Text

AIR STATION

AutoCAD SHX Text

CAMP

AutoCAD SHX Text

GEIGER

AutoCAD SHX Text

BROWNS

AutoCAD SHX Text

INLET

AutoCAD SHX Text

EVERETT CREEK

AutoCAD SHX Text

WILLI

AutoCAD SHX Text

AMS

AutoCAD SHX Text

BLVD

AutoCAD SHX Text

GOLF

AutoCAD SHX Text

COURSE

AutoCAD SHX Text

SWAMP

AutoCAD SHX Text

BELL

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text 12000

AutoCAD SHX Text

AutoCAD SHX Text 24000

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

FREEMAN

AutoCAD SHX Text

MILL RUN

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

BRINSON CREEK

AutoCAD SHX Text

HOPE ROAD

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

DUCK CREEK

AutoCAD SHX Text

GREATER SANDY RUN AREA

AutoCAD SHX Text

MAIN

AutoCAD SHX Text

GATE

AutoCAD SHX Text

MONTFORD

AutoCAD SHX Text

POINT

AutoCAD SHX Text

AREA

AutoCAD SHX Text

PAVILION

AutoCAD SHX Text

MARINA

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

PHEONIX

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

FLAMINGO

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

TURKEY

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

OWL

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

LHA

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

ORIOLE

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

SANDPIPER

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

EGRET

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

CANARY

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

DOVE

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

PLOVER

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

HERON

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

HAWK

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

DODO

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

GOOSE

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

FALCON

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

OSPREY

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

QUAIL

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

ALBATROSS

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

BLUEBIRD

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

JAYBIRD

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

CRANE

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

GULL

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

PENGUIN

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

LARK

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

PIGEON

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

TERN

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

COOT

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

SWAN

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

WOODPECKER

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

ROBIN

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

SPARROW

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

MALLARD

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

KIWI

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

EAGLE

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

PARROT

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

CONDOR

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

CARDINAL

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

PARTRIDGE

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

SNIPE

AutoCAD SHX Text

LANDFILL

AutoCAD SHX Text

ROICC OFFICE BLDG 1005

AutoCAD SHX Text

DRMO

AutoCAD SHX Text

FRENCH CREEK BORROW PIT

AutoCAD SHX Text Richlands

AutoCAD SHX Text

US 17

AutoCAD SHX Text Beulaville

AutoCAD SHX Text Burgaw

AutoCAD SHX Text Words Corner

AutoCAD SHX Text Bolton

AutoCAD SHX Text

US 7

AutoCAD SHX Text

AutoCAD SHX Text 4 &

AutoCAD SHX Text Acme

AutoCAD SHX Text Delco

AutoCAD SHX Text Leland

AutoCAD SHX Text Warsaw

AutoCAD SHX Text Magnolia

AutoCAD SHX Text Rosehill

AutoCAD SHX Text

US 117

AutoCAD SHX Text

US 421

AutoCAD SHX Text Wallace

AutoCAD SHX Text %%uCAMP LEJUENE

AutoCAD SHX Text Swansboro

AutoCAD SHX Text Hampstead

AutoCAD SHX Text Wilmington

AutoCAD SHX Text Scott Hill

AutoCAD SHX Text

US 17

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text Holly Ridge

AutoCAD SHX Text

NEW RIVER

AutoCAD SHX Text Folkstone

AutoCAD SHX Text Dixon

AutoCAD SHX Text Jacksonville

AutoCAD SHX Text Verona

AutoCAD SHX Text

GRAPHIC SCALE IN MILES

AutoCAD SHX Text

AutoCAD SHX Text Morehead City

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text Pink

AutoCAD SHX Text Hill

AutoCAD SHX Text Mt. Olive

AutoCAD SHX Text Seven

AutoCAD SHX Text Springs

AutoCAD SHX Text Goldsboro

AutoCAD SHX Text

US 70

AutoCAD SHX Text New Bern

AutoCAD SHX Text Havelock

AutoCAD SHX Text

NEUSE

AutoCAD SHX Text Tuscarora

AutoCAD SHX Text Trenton

AutoCAD SHX Text Comfort

AutoCAD SHX Text Kinston

AutoCAD SHX Text Dover

AutoCAD SHX Text

%%UOAK GROVE

AutoCAD SHX Text Pollacksville

AutoCAD SHX Text Maysville

AutoCAD SHX Text

%%UCHERRY POINT

AutoCAD SHX Text

US 70

AutoCAD SHX Text

RIVER

AutoCAD SHX Text Otway

AutoCAD SHX Text Beaufort

AutoCAD SHX Text

1403 & 1404 SECURITY SCREENS

AutoCAD SHX Text

PROJECT # 25M058CN

AutoCAD SHX Text

CONTRACT # 25-0432

AutoCAD SHX Text

DWG: DANA WHITMORE

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

SHEET OF OF OF

AutoCAD SHX Text

BLDG. 1403 & 1404

AutoCAD SHX Text

AutoCAD SHX Text T1

AutoCAD SHX Text

TITLE PAGE

AutoCAD SHX Text

SECTION/DETAIL NUMBER

AutoCAD SHX Text

SHEET NUMBER WHERE DETAIL IS SHOWN

AutoCAD SHX Text

SHEET NUMBER WHERE DETAIL IS TAKEN

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text

SHEET NAME

AutoCAD SHX Text T1

AutoCAD SHX Text

TITLE SHEET, AREA MAPS

AutoCAD SHX Text A1

AutoCAD SHX Text

NOTES

AutoCAD SHX Text A2

AutoCAD SHX Text

SPECIFICATIONS

AutoCAD SHX Text A3

AutoCAD SHX Text

SECURITY SCREEN PLAN BLDG.1403

AutoCAD SHX Text A4

AutoCAD SHX Text

SECURITY SCREEN PLAN BLDG. 1404

1403 & 1404 SECURITY SCREENS

AutoCAD SHX Text

PROJECT # 25M058CN

AutoCAD SHX Text

CONTRACT # 25-0432

AutoCAD SHX Text

DWG: DANA WHITMORE

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

SHEET OF OF OF

AutoCAD SHX Text

BLDG. 1403 & 1404

AutoCAD SHX Text

AutoCAD SHX Text A1

AutoCAD SHX Text

NOTES

AutoCAD SHX Text SCOPE OF WORK: The contractor shall provide all material, labor, equipment, and : The contractor shall provide all material, labor, equipment, and supervision required to accomplish the following: General description - This scope of work is to be accomplished at 1403 & 1404 located - This scope of work is to be accomplished at 1403 & 1404 located This scope of work is to be accomplished at 1403 & 1404 located on Dogwood St. at Camp Lejeune, North Carolina. This project will consist of fabrication of steel security screen, galvanized after fabrication and installation of security screen,The contractor shall provide material, equipment and labor as required to accomplish work specified. DETAILED REQUIREMENTS AND SPECIFICATIONS: The contractor shall take his own : The contractor shall take his own field measurements in determining required materials and costs for the following. SPECIAL SCHEDULING AND ACCESS: Access and scheduling to the work area shall be Access and scheduling to the work area shall be arranged through Contracting Officer"s Representative for the OICC office and the tenant of the building. Point of Contact for access to building. POC SSgt. Carnell. Mr. Carnell can be reached at 910-450-6952 NOTES: 1. The measurements and quantities furnished here are for reference only. The The measurements and quantities furnished here are for reference only. The contractor is responsible for actual field verification prior to bidding, ordering material and during every step of construction for existing surfaces, dimensions and conditions. 2. Repair, refinish all areas damaged or disturbed by new work to be provided Repair, refinish all areas damaged or disturbed by new work to be provided under this contract. 3. Contractor may ONLY use the Camp Lejeune Sanitary landfill for the disposal Contractor may ONLY use the Camp Lejeune Sanitary landfill for the disposal of asbestos containing materials, building products with tightly adhered lead containing paint, non-contaminated clean dirt and clean gravel. the hours of operations are 0730-1530 Monday- Thursday and 0730-1430 on Friday. delivery of acceptable materials (identified above) shall be by appointment only. Appointment made by phone at 1-910-457-5011 or 1-910-451-2946. 4. All other contractor generated material shall be weighed through the Base All other contractor generated material shall be weighed through the Base Landfill scales before being removed from the Base. Contractor utilizing the base scale will require Contracting Officers assisted per-registration with the Landfill manager. 5. The Contracting officer will register the contract via E-mail, with the base The Contracting officer will register the contract via E-mail, with the base landfill. All haul vehicles will maintain a secure vehicle placed as a condition to utilize the scale. E-mail the contractors information to the Landfill Clerk, include the name on the Prime contractor, contract number, job name / description, completion date and whether or not any above material will be delivered to the Landfill. 6. Prior to performing "HOT WORK" (welding, cutting, etc.) or operating other Prior to performing "HOT WORK" (welding, cutting, etc.) or operating other flame -producing spark producing devices, a written permit shall be requested from the Fire Division. CONTRACTORS ARE REQUIRED TO MEET ALL CRITERIA BEFORE A PERMIT IS ISSUED. The contractor will provide at least two (2) twenty (20) pound 4A:20 BC rated extinguishers for normal "HOT WORK". All extinguishers shall be current inspection tagged, approved safety pin and tamper resistant seal. It is also mandatory to have a designated FIRE WATCH for any "HOT WORK" done at this activity. The Fire watch shall be trained in accordance with NFPA 51B and remain on site for a minimum of thirty (30) minutes after work is completed. 7. Contractor is to be aware of all rules, regulation and codes required for Contractor is to be aware of all rules, regulation and codes required for successful completion of project.

SUBMITTALS: 1. Contractor shall make electronic copies of all submittals, include the approved Contractor shall make electronic copies of all submittals, include the approved transmittal sheets and provide two (2) CD/DVD's containing all submittals for project. The CD/DVD's shall be marked "Complete Submittal package - "1403 & 1404 SECURITY SCREENS" with Contract # as issued by Contracting Officer. 2. AFTER AWARD: The Contractor shall furnish the Contracting Officer, material, AFTER AWARD: The Contractor shall furnish the Contracting Officer, material, specifications for selection and approval prior to the ordering and installation of said materials. 3. The contractor is required to submit a schedule detailing when they and or The contractor is required to submit a schedule detailing when they and or any subcontractor will be working. The schedule must be approved by Government before beginning work. 4. The contractor shall submit to the Contracting Officer, the manufacture's The contractor shall submit to the Contracting Officer, the manufacture's product specifications, complete with technical products data for all of the material being used in this process. The product specification shall as a minimum, provide the technical details on the following items. 5. Submit: Submit: A. SHOP DRAWINGS. SHOP DRAWINGS. B. INSTALLATION DRAWINGS /shop drawings INSTALLATION DRAWINGS /shop drawings C. PRODUCT DATA PRODUCT DATA C.A. Manufactures technical data Sheet Manufactures technical data Sheet C.B. Material Safety Data Sheets (MADA) Material Safety Data Sheets (MADA) 6. Qualifications: Qualifications: 6.1. Fabricator Qualifications: Minimum of three years documented experience in Fabricator Qualifications: Minimum of three years documented experience in metal security screens work similar in scope and complexity to this Project.

AutoCAD SHX Text

PROJECT # 25M058CN

AutoCAD SHX Text

CONTRACT # 25-0432

AutoCAD SHX Text

DWG: DANA WHITMORE

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

SHEET OF OF OF

AutoCAD SHX Text

BLDG. 1403 & 1404

AutoCAD SHX Text

AutoCAD SHX Text A2

AutoCAD SHX Text

SPECIFICATIONS

AutoCAD SHX Text SPECIFICATIONS: UFC 1-300-02 Unified Facilities Guide Specifications (UFGS) ASCE 7 (2017) Minimum Design Loads for Buildings and Other Structures ASHRAE FUN IP (2017) Fundamentals Handbook, I-P Edition ASME B29.400 (2001;(R 2008) (R2013) (R 2018)) "H" Type Mill Chainsand (2001;(R 2008) (R2013) (R 2018)) "H" Type Mill Chainsand Sprockets. ASTM A153/A153M (2016) Standard Specification for Zinc Coatings, Carbon, (2016) Standard Specification for Zinc Coatings, Carbon, for General Application. ASTM A27/A27M (2017) Standard Specification for Steel casting, Carbon, (2017) Standard Specification for Steel casting, Carbon, for General Application. ASTM A307 (2014; E 2017) Standard Specification for Carbon Steel (2014; E 2017) Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60 000 PSI tensile Strength. ASTM A36/A36M (2014) Standard Specification for carbon Structural (2014) Standard Specification for carbon Structural Steel. ASTM A48/A48M (2003: R 2012) Standard Specification for Gray Iron (2003: R 2012) Standard Specification for Gray Iron Casting. ASTM A53/A53M (2018) Standard Specification for pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and seamless. ASTM A653/A653M (2017) Standard Specification for Steel Sheet, (2017) Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process. ASTM A666 (2015) Standard Specification for Annealed or (2015) Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plated and Flat bar. ASTM A780/A780M (2009; R 2015) Standard Practice for Repair of Damaged (2009; R 2015) Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings. ASTM A924/A924M (2017a) Standard Specification for General Requirements (2017a) Standard Specification for General Requirements (2017a) Standard Specification for General Requirements for Steel Sheet, metallic-Coated by hot-Dip process. ASTM E84 (2018a) Standard Test Method for Surface Burning (2018a) Standard Test Method for Surface Burning Characteristics of Building Material. MCO P5530.14 MARINE CORPS PHYSICAL SECURITY MANUAL MARINE CORPS PHYSICAL SECURITY MANUAL

AutoCAD SHX Text SECURITY SCREENS: 1. SCREEN SHALL BE CONSTRUCTED FROM ONE AND ONE HALF (1 "X ")STEEL FLAT BAR SCREEN SHALL BE CONSTRUCTED FROM ONE AND ONE HALF (1 "X ")STEEL FLAT BAR 12"X ")STEEL FLAT BAR 18")STEEL FLAT BAR AND NINE (9) GAUGE EXPANDED METAL. (BOLT THRU FRAME NO TABS) . (BOLT THRU FRAME NO TABS) 2. WINDOW SHALL BE CONSTRUCTED FROM ONE AND ONE HALF (1 "X ")STEEL ANGLE 12"X ")STEEL ANGLE 18")STEEL ANGLE AND NINE (9) GAUGE EXPANDED METAL 2.1. WINDOW TABS SHALL BE 2" X2" X ". WINDOW TABS SHALL BE 2" X2" X ". 18". 3. EACH SCREEN SHALL HAVE A MINIMUM OF THREE (3) MOUNTING TABS WELDED, EVENLY SPACED TO EACH SIDE OF SECURITY SCREEN. 3.1. MOUNTING TABS SHALL BE ONE QUARTER OF INCH ( ") BY TWO INCH(2") BY MOUNTING TABS SHALL BE ONE QUARTER OF INCH ( ") BY TWO INCH(2") BY 14") BY TWO INCH(2") BY SIX(6") IN LENGTH MINIMUM, " HOLE DRILLED FOR MOUNTING BOLTS. 38" HOLE DRILLED FOR MOUNTING BOLTS. 4. ALL SECURITY SCREENS AND MOUNTING TABS SHALL BE GALVANIZED BY HOT DIPPED PROCESS AFTER FABRICATION. 5. SECURITY SCREENS TO EXISTING BRICK WALLS OR METAL DOORS 5.1. SLEEVE ANCHORS: THREE-EIGHTS ( ") BY THREE INCH (3") MINIMUM, SHALL BE SLEEVE ANCHORS: THREE-EIGHTS ( ") BY THREE INCH (3") MINIMUM, SHALL BE 38") BY THREE INCH (3") MINIMUM, SHALL BE GALVANIZED LAG BOLTS WITH CONCRETE ANCHOR SHIELDS. 5.1. SCREENS: GALVANIZED NUTS, WASHERS, BOLTS. SIZE: THREE-EIGHTS( ") X 2" MIN. SCREENS: GALVANIZED NUTS, WASHERS, BOLTS. SIZE: THREE-EIGHTS( ") X 2" MIN. 38") X 2" MIN. 5.2. CONTRACTOR SHALL WELD LAG & BOLTS TO SECURITY SCREENS TO INSURE THAT CONTRACTOR SHALL WELD LAG & BOLTS TO SECURITY SCREENS TO INSURE THAT BOLTS CANNOT BE BACKED OUT FROM THE ANCHORED LOCATION. 6. CONTRACTOR SHALL APPLY COLD GALVANIZED PAINT OVER NEWLY WELDED BOLTS AND TABS. 6.1. COVER BRICK TO PROTECT AS NOT SPRAY PAINT ON BRICK OR DOOR. COVER BRICK TO PROTECT AS NOT SPRAY PAINT ON BRICK OR DOOR.

AutoCAD SHX Text

SECURITY SCREEN ELEVATIONS

AutoCAD SHX Text

AutoCAD SHX Text A2

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 1/8" = 1'-0"

AutoCAD SHX Text 30"

AutoCAD SHX Text 83-1/2"

AutoCAD SHX Text 58"

AutoCAD SHX Text 83-1/2"

AutoCAD SHX Text

PROJECT # 25M058CN

AutoCAD SHX Text

CONTRACT # 25-0432

AutoCAD SHX Text

DWG: DANA WHITMORE

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

SHEET OF OF OF

AutoCAD SHX Text

BLDG. 1403 & 1404

AutoCAD SHX Text

SECURITY SCREENS

AutoCAD SHX Text A3

AutoCAD SHX Text

PLAN

AutoCAD SHX Text No.

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

DEMO NOTES

AutoCAD SHX Text

RENO NOTES

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

AutoCAD SHX Text 30" X 83-1/2"

AutoCAD SHX Text N/A

AutoCAD SHX Text

INSTALL SECURITY SCREENS TO WINDOWS

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

AutoCAD SHX Text 58" X 83-1/2"

AutoCAD SHX Text N/A

AutoCAD SHX Text

INSTALL SECURITY SCREENS TO WINDOWS

AutoCAD SHX Text

FIELD VERIFY BEFORE MANUFACTURE OF SCREENS

AutoCAD SHX Text

CONTRACTOR IS RESPONSIBILITY FOR SECURING SCREENS SIZE AND FIT

AutoCAD SHX Text

1403 BUILDING ELEVATION

AutoCAD SHX Text

AutoCAD SHX Text A3

AutoCAD SHX Text

AutoCAD SHX Text 1/32" = 1'-0"

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text

1403 ENLARGED ELEVATION

AutoCAD SHX Text

AutoCAD SHX Text A3

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

AutoCAD SHX Text 1/16" = 1'-0"

AutoCAD SHX Text

EAST ELEVATION

AutoCAD SHX Text

WEST ELEVATION

AutoCAD SHX Text

NORTH ELEVATION

AutoCAD SHX Text

SOUTH ELEVATION

AutoCAD SHX Text

EAST SIDE

AutoCAD SHX Text

PROJECT # 25M058CN

AutoCAD SHX Text

CONTRACT # 25-0432

AutoCAD SHX Text

DWG: DANA WHITMORE

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

SHEET OF OF OF

AutoCAD SHX Text

BLDG. 1403 & 1404

AutoCAD SHX Text

SECURITY SCREENS

AutoCAD SHX Text A4

AutoCAD SHX Text

PLAN

AutoCAD SHX Text No.

AutoCAD SHX Text

ITEM

AutoCAD SHX Text

TOTAL

AutoCAD SHX Text

SIZE

AutoCAD SHX Text

DEMO NOTES

AutoCAD SHX Text

RENO NOTES

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

AutoCAD SHX Text 30" X 83-1/2"

AutoCAD SHX Text N/A

AutoCAD SHX Text

INSTALL SECURITY SCREENS TO WINDOWS

AutoCAD SHX Text

WINDOW

AutoCAD SHX Text

AutoCAD SHX Text 58" X 83-1/2"

AutoCAD SHX Text N/A

AutoCAD SHX Text

INSTALL SECURITY SCREENS TO WINDOWS

AutoCAD SHX Text

FIELD VERIFY BEFORE MANUFACTURE OF SCREENS

AutoCAD SHX Text

CONTRACTOR IS RESPONSIBILITY FOR SECURING SCREENS SIZE AND FIT

AutoCAD SHX Text

TT2477

TT21

TT4254

TT4250

TT4253

TT4264

TT4262

TT4251

TT4252

TT4263

TT4255

TT2473

TT4200

TARAWA BLVD

JIM

D TT20

TT22

CAMP LEJEUNE, N.C.

LOCATION MAP AREA MAP

TT21

GRATE REPLACEMENTLOCATION

MAP

BUILDING

TT21

AREA MAP

VICINITY MAP

DRAWING INDEX

AutoCAD SHX Text %%uJACKSONVILLE

AutoCAD SHX Text

NORTHEAST CREEK

AutoCAD SHX Text N E W R I V E R

AutoCAD SHX Text

LEJEUNE BLVD

AutoCAD SHX Text

VERONA LOOP ROAD

AutoCAD SHX Text

LYMAN RD

AutoCAD SHX Text

PINEY GREEN RD

AutoCAD SHX Text

HOLCOMB BLVD

AutoCAD SHX Text

BREWSTER BLVD

AutoCAD SHX Text

CURTIS

AutoCAD SHX Text

STONE ST

AutoCAD SHX Text

FRENCH

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

MAIN SERVICE RD

AutoCAD SHX Text

MEANS LOW WATER +0.50

AutoCAD SHX Text

MEANS SEA LEVEL 0.00

AutoCAD SHX Text

MEANS HIGH WATER +1.00

AutoCAD SHX Text %%uTOWN POINT

AutoCAD SHX Text

LEJEUNE RAILROAD

AutoCAD SHX Text

CAMP

AutoCAD SHX Text

SNEADS FERRY RD

AutoCAD SHX Text

SETH

AutoCAD SHX Text

WALLACE

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

SOUTHWEST CREEK

AutoCAD SHX Text

WILSON

AutoCAD SHX Text

BAY

AutoCAD SHX Text

TOWN

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

LEWIS

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

WHITE

AutoCAD SHX Text

HURST

AutoCAD SHX Text

CR.

AutoCAD SHX Text

TARAWA

AutoCAD SHX Text

TERRACE

AutoCAD SHX Text

KNOX

AutoCAD SHX Text

TR. PARK

AutoCAD SHX Text

MONTFORD

AutoCAD SHX Text

LANDING RD

AutoCAD SHX Text

MIDWAY

AutoCAD SHX Text

PARK

AutoCAD SHX Text

NAVAL

AutoCAD SHX Text

HOSPITAL

AutoCAD SHX Text

FRENCH

AutoCAD SHX Text

CREEK

AutoCAD SHX Text

AREA

AutoCAD SHX Text

MAGAZINE

AutoCAD SHX Text

AREA

AutoCAD SHX Text

HADNOT

AutoCAD SHX Text

POINT

AutoCAD SHX Text

AREA

AutoCAD SHX Text

INDUSTRIAL

AutoCAD SHX Text

AREA

AutoCAD SHX Text

PARADISE

AutoCAD SHX Text

POINT

AutoCAD SHX Text

AREA

AutoCAD SHX Text

BERKELEY

AutoCAD SHX Text

MANOR

AutoCAD SHX Text

WATKINS

AutoCAD SHX Text

VILLAGE

AutoCAD SHX Text

CAMP

AutoCAD SHX Text

GEIGER

AutoCAD SHX Text

NEW RIVER

AutoCAD SHX Text

AIR STATION

AutoCAD SHX Text

WILLI

AutoCAD SHX Text

AMS

AutoCAD SHX Text

BLVD

AutoCAD SHX Text

GOLF

AutoCAD SHX Text

COURSE

AutoCAD SHX Text

MILL RUN

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

BRINSON CREEK

AutoCAD SHX Text

HOPE ROAD

AutoCAD SHX Text

RIVER

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

MAIN

AutoCAD SHX Text

GATE

AutoCAD SHX Text

MONTFORD

AutoCAD SHX Text

POINT

AutoCAD SHX Text

AREA

AutoCAD SHX Text

PAVILION

AutoCAD SHX Text

MARINA

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

SPARROW

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

MALLARD

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

KIWI

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

EAGLE

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

PARROT

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

CONDOR

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text Z

AutoCAD SHX Text

CARDINAL

AutoCAD SHX Text

LANDFILL

AutoCAD SHX Text

ROICC OFFICE BLDG 1005

AutoCAD SHX Text

DRMO

AutoCAD SHX Text

FRENCH CREEK BORROW PIT

AutoCAD SHX Text Richlands

AutoCAD SHX Text

US 17

AutoCAD SHX Text Beulaville

AutoCAD SHX Text Burgaw

AutoCAD SHX Text Words Corner

AutoCAD SHX Text Bolton

AutoCAD SHX Text

US 7

AutoCAD SHX Text

AutoCAD SHX Text 4 &

AutoCAD SHX Text Acme

AutoCAD SHX Text Delco

AutoCAD SHX Text Leland

AutoCAD SHX Text Warsaw

AutoCAD SHX Text Magnolia

AutoCAD SHX Text Rosehill

AutoCAD SHX Text

US 117

AutoCAD SHX Text

US 421

AutoCAD SHX Text Wallace

AutoCAD SHX Text %%uCAMP LEJUENE

AutoCAD SHX Text Swansboro

AutoCAD SHX Text Hampstead

AutoCAD SHX Text Wilmington

AutoCAD SHX Text Scott Hill

AutoCAD SHX Text

US 17

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text T

AutoCAD SHX Text N

AutoCAD SHX Text T

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text Holly Ridge

AutoCAD SHX Text

NEW RIVER

AutoCAD SHX Text Folkstone

AutoCAD SHX Text Dixon

AutoCAD SHX Text Jacksonville

AutoCAD SHX Text Verona

AutoCAD SHX Text

GRAPHIC SCALE IN MILES

AutoCAD SHX Text

AutoCAD SHX Text Morehead City

AutoCAD SHX Text A

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text Pink

AutoCAD SHX Text Hill

AutoCAD SHX Text Mt. Olive

AutoCAD SHX Text Seven

AutoCAD SHX Text Springs

AutoCAD SHX Text Goldsboro

AutoCAD SHX Text

US 70

AutoCAD SHX Text New Bern

AutoCAD SHX Text Havelock

AutoCAD SHX Text

NEUSE

AutoCAD SHX Text Tuscarora

AutoCAD SHX Text Trenton

AutoCAD SHX Text Comfort

AutoCAD SHX Text Kinston

AutoCAD SHX Text Dover

AutoCAD SHX Text

%%UOAK GROVE

AutoCAD SHX Text Pollacksville

AutoCAD SHX Text Maysville

AutoCAD SHX Text

%%UCHERRY POINT

AutoCAD SHX Text

US 70

AutoCAD SHX Text

RIVER

AutoCAD SHX Text Otway

AutoCAD SHX Text Beaufort

AutoCAD SHX Text

GRATE REPLACEMENT

AutoCAD SHX Text

PROJECT #26M074CN

AutoCAD SHX Text

MACC #26-0420

AutoCAD SHX Text

DWG: DANA WHITMORE

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

SHEET OF OF OF

AutoCAD SHX Text

BLDG.: TT21

AutoCAD SHX Text

GRATE REPLACEMENT

AutoCAD SHX Text T1

AutoCAD SHX Text

SECTION/DETAIL NUMBER

AutoCAD SHX Text

SHEET NUMBER WHERE DETAIL IS SHOWN

AutoCAD SHX Text

SHEET NUMBER WHERE DETAIL IS TAKEN

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text

SHEET NAME

AutoCAD SHX Text T1

AutoCAD SHX Text

TITLE SHEET, AREA MAPS

AutoCAD SHX Text A1

AutoCAD SHX Text

NOTES

AutoCAD SHX Text A2

AutoCAD SHX Text

FLOOR PLAN

AutoCAD SHX Text A3

AutoCAD SHX Text

ELEVATION PLAN

AutoCAD SHX Text A4

DETAIL PLAN

GRATE REPLACEMENT

AutoCAD SHX Text

PROJECT #26M074CN

AutoCAD SHX Text

MACC #26-0420

AutoCAD SHX Text

DWG: DANA WHITMORE

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

SHEET OF OF OF

AutoCAD SHX Text

BLDG.: TT21

AutoCAD SHX Text

NOTES

AutoCAD SHX Text A1

AutoCAD SHX Text

AutoCAD SHX Text SCOPE OF WORK: The contractor shall provide all material, labor, equipment, and : The contractor shall provide all material, labor, equipment, and supervision required to accomplish the following: General description - This scope of work is to be accomplished at TT21 located on - This scope of work is to be accomplished at TT21 located on This scope of work is to be accomplished at TT21 located on Tarawa Blvd.. at Camp Lejeune, North Carolina. This project will consist of demo existing grates, channel, anchor bolts, nuts, washers and ladder to pool equipment room floor. Contractor to install new stainless steel material approximately 80lf. channel, 185sf. grate, one 14' ladder per contract drawings are reference only. The contractor shall provide material, equipment and labor as required to accomplish work specified. DETAILED REQUIREMENTS AND SPECIFICATIONS: The contractor shall take his own : The contractor shall take his own field measurements in determining required materials and costs for the following. SPECIAL SCHEDULING AND ACCESS: Access and scheduling to the work area shall be Access and scheduling to the work area shall be arranged through Contracting Officer"s Representative for the OICC office and the tenant of the building. Point of Contact for access to building. NOTES: 1. The measurements and quantities furnished here are for reference only. The The measurements and quantities furnished here are for reference only. The contractor is responsible for actual field verification prior to bidding, ordering material and during every step of construction for existing surfaces, dimensions and conditions. 2. Repair, refinish all areas damaged or disturbed by new work to be provided Repair, refinish all areas damaged or disturbed by new work to be provided under this contract. 3. Contractor may ONLY use the Camp Lejeune Sanitary landfill for the disposal Contractor may ONLY use the Camp Lejeune Sanitary landfill for the disposal of asbestos containing materials, building products with tightly adhered lead containing paint, non-contaminated clean dirt and clean gravel. the hours of operations are 0730-1530 Monday- Thursday and 0730-1430 on Friday. delivery of acceptable materials (identified above) shall be by appointment only. Appointment made by phone at 1-910-457-5011 or 1-910-451-2946. 4. All other contractor generated material shall be weighed through the Base All other contractor generated material shall be weighed through the Base Landfill scales before being removed from the Base. Contractor utilizing the base scale will require Contracting Officers assisted per-registration with the Landfill manager. 5. The Contracting officer will register the contract via E-mail, with the base The Contracting officer will register the contract via E-mail, with the base landfill. All haul vehicles will maintain a secure vehicle placed as a condition to utilize the scale. E-mail the contractors information to the Landfill Clerk, include the name on the Prime contractor, contract number, job name / description, completion date and whether or not any above material will be delivered to the Landfill. 6. Prior to performing "HOT WORK" (welding, cutting, etc.) or operating other Prior to performing "HOT WORK" (welding, cutting, etc.) or operating other flame -producing spark producing devices, a written permit shall be requested from the Fire Division. CONTRACTORS ARE REQUIRED TO MEET ALL CRITERIA BEFORE A PERMIT IS ISSUED. The contractor will provide at least two (2) twenty (20) pound 4A:20 BC rated extinguishers for normal "HOT WORK". All extinguishers shall be current inspection tagged, approved safety pin and tamper resistant seal. It is also mandatory to have a designated FIRE WATCH for any "HOT WORK" done at this activity. The Fire watch shall be trained in accordance with NFPA 51B and remain on site for a minimum of sixty (60) minutes after work is completed. 7. Contractor is to be aware of all rules, regulation and codes required for Contractor is to be aware of all rules, regulation and codes required for successful completion of project.

SUBMITTALS: 1. Contractor shall make electronic copies of all submittals, include the approved Contractor shall make electronic copies of all submittals, include the approved transmittal sheets and provide two (2) CD/DVD's containing all submittals for project. The CD/DVD's shall be marked "Complete Submittal package - "TT21 GRATE REPLACEMENT" with Contract # as issued by Contracting Officer. 2. AFTER AWARD: The Contractor shall furnish the Contracting Officer, material, AFTER AWARD: The Contractor shall furnish the Contracting Officer, material, specifications for selection and approval prior to the ordering and installation of said materials. 3. The contractor is required to submit a schedule detailing when they and or The contractor is required to submit a schedule detailing when they and or any subcontractor will be working. The schedule must be approved by Government before beginning work. 4. The contractor shall submit to the Contracting Officer, the manufacture's The contractor shall submit to the Contracting Officer, the manufacture's product specifications, complete with technical products data for all of the material being used in this process. The product specification shall as a minimum, provide the technical details on the following items. 5. Submit: Submit: A. SHOP DRAWINGS. SHOP DRAWINGS. B. INSTALLATION DRAWINGS /shop drawings INSTALLATION DRAWINGS /shop drawings C. PRODUCT DATA PRODUCT DATA C.A. Manufactures technical data Sheet Manufactures technical data Sheet C.B. Material Safety Data Sheets (MADA) Material Safety Data Sheets (MADA) C.C. Maintenance Data Maintenance Data D. WARRANTY ( 10 year Commercial Limited Warranty) WARRANTY ( 10 year Commercial Limited Warranty) 6. Qualifications: Qualifications: 6.1. Fabricator Qualifications: Minimum of three years documented experience in Fabricator Qualifications: Minimum of three years documented experience in stainless steel work and similar in scope and complexity to this Project. 6.2. Installer Qualifications: Minimum of three years documented experience in Installer Qualifications: Minimum of three years documented experience in mounting in concrete surfaces similar in scope and complexity to this Project.

14'-8"

7'-

7 8"

14'-778" 8'-0"

AutoCAD SHX Text

GRATE REPLACEMENT

AutoCAD SHX Text

PROJECT #26M074CN

AutoCAD SHX Text

MACC #26-0420

AutoCAD SHX Text

DWG: DANA WHITMORE

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

SHEET OF OF OF

AutoCAD SHX Text

BLDG.: TT21

AutoCAD SHX Text

ENLARGED PLANS

AutoCAD SHX Text A2

AutoCAD SHX Text

FLOOR PLAN- AREA

AutoCAD SHX Text

AutoCAD SHX Text A2

AutoCAD SHX Text

AutoCAD SHX Text 3/32" = 1'-0"

AutoCAD SHX Text 5'

AutoCAD SHX Text 10'

AutoCAD SHX Text 30'

AutoCAD SHX Text 20'

AutoCAD SHX Text

ENLARGED FLOOR PLAN- AREA 'PUMP PIT & SURGE CHAMBER'

AutoCAD SHX Text

AutoCAD SHX Text A2

AutoCAD SHX Text

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text 3/4" = 1'-0"

AutoCAD SHX Text

PUMP PIT

AutoCAD SHX Text

SURGE CHAMBER

AutoCAD SHX Text DEMO: Contractor shall: 1. Demo existing channel to the perimeter of the pump pit and the surge chamber. Demo existing channel to the perimeter of the pump pit and the surge chamber. 2. Demo existing grate. Demo existing grate. 3. Demo existing anchor bolts holding channel. Demo existing anchor bolts holding channel. 4. Demo existing ladder and mounts Demo existing ladder and mounts 5. Haul demo metal to base landfill metal recycle site. Haul demo metal to base landfill metal recycle site. 6. Contractor to grid flush all exposed anchor bolts Contractor to grid flush all exposed anchor bolts

AutoCAD SHX Text

FIELD VERIFY

DRAWING AND MEASUREMENTS

AutoCAD SHX Text

GRATE REPLACEMENT

AutoCAD SHX Text

PROJECT #26M074CN

AutoCAD SHX Text

MACC #26-0420

AutoCAD SHX Text

DWG: DANA WHITMORE

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

SHEET OF OF OF

AutoCAD SHX Text

BLDG.: TT21

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text A3

AutoCAD SHX Text

EAST ELEVATION

AutoCAD SHX Text

AutoCAD SHX Text A3

AutoCAD SHX Text

AutoCAD SHX Text 5'

AutoCAD SHX Text 1/4" = 1'-0"

AutoCAD SHX Text 10'

AutoCAD SHX Text

NORTH ELEVATION

AutoCAD SHX Text

AutoCAD SHX Text A3

AutoCAD SHX Text 5'

AutoCAD SHX Text 3/16" = 1'-0"

AutoCAD SHX Text

AutoCAD SHX Text 10'

AutoCAD SHX Text 15'

AutoCAD SHX Text

NORTH ELEVATION

AutoCAD SHX Text

AutoCAD SHX Text A3

AutoCAD SHX Text 1'

AutoCAD SHX Text 5'

AutoCAD SHX Text 3/8" = 1'-0"

AutoCAD SHX Text

FIELD VERIFY

DRAWING AND MEASUREMENTS

GRATE REPLACEMENT

AutoCAD SHX Text

PROJECT #26M074CN

AutoCAD SHX Text

MACC #26-0420

AutoCAD SHX Text

DWG: DANA WHITMORE

AutoCAD SHX Text

USMC CAMP LEJEUNE

AutoCAD SHX Text

SHEET OF OF OF

AutoCAD SHX Text

BLDG.: TT21

AutoCAD SHX Text

DETAILS

AutoCAD SHX Text A4

AutoCAD SHX Text

EXISTING CHANNEL CENTER WALL DETAILS

AutoCAD SHX Text

AutoCAD SHX Text A4

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text Contractor shall provide and install: 1. New Stainless Steel grade 304 channel, "6 wide 1.920 leg x .200 web. New Stainless Steel grade 304 channel, "6 wide 1.920 leg x .200 web. 1.1. 306 Stainless Steel 306 Stainless Steel 2. Stainless Steel Anchors: Stainless Steel Anchors: 2.0.1. 306 Stainless Steel 306 Stainless Steel 2.0.2. " Anchor bolts, nuts and lock washers. 34" Anchor bolts, nuts and lock washers. 2.0.2.1. " Anchor shall be secured in epoxy. 34" Anchor shall be secured in epoxy. 2.0.2.2. Specific Uses Product: Masonry Specific Uses Product: Masonry 2.0.2.3. Material: Two Component Vinylester Adhesive Material: Two Component Vinylester Adhesive 2.0.2.3.1. Item from: Cartridge. Item from: Cartridge. 2.0.2.3.2. Consistent performance in low and high strength concrete, Consistent performance in low and high strength concrete, freeze/thaw performance, Versatile low oder formula, Long term and short term loading recognition 2.0.2.3.3. Consistent performance in low and high strength concrete. Consistent performance in low and high strength concrete. 2.0.2.3.3.1. Strength yield 12,000psi minimum Strength yield 12,000psi minimum 3. Stainless Steel bar grates 1"x "x24" Stainless Steel bar grates 1"x "x24" 316"x24" 3.1. 306 Stainless Steel.306 Stainless Steel.

AutoCAD SHX Text

EXISTING CHANNEL EXTERIOR WALL DETAILS

AutoCAD SHX Text

AutoCAD SHX Text A4

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text

PUMP PIT LADDER DETAILS

AutoCAD SHX Text

AutoCAD SHX Text A4

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text

4. Stainless Steel Ladder: Stainless Steel Ladder: 4.1. 2 " x " x 14' flat bar 306 stainless Steel 2 " x " x 14' flat bar 306 stainless Steel 12" x " x 14' flat bar 306 stainless Steel 38" x 14' flat bar 306 stainless Steel 4.1.1. 5" flanges bended l shape 2 " with " hole for mounting bolt. 5" flanges bended l shape 2 " with " hole for mounting bolt. 12" with " hole for mounting bolt. 1316" hole for mounting bolt. 4.1.2. 306 Stainless Steel Rungs: 306 Stainless Steel Rungs: 4.1.2.1. " diameter hole 1316" diameter hole 4.1.2.1.1. 2'width inside " Rung 2'width inside " Rung 34" Rung 4.1.0.1. 12" rung to rung 12" rung to rung 4.1.0.2. Mount with specified Stainless Steel anchorsMount with specified Stainless Steel anchors

AutoCAD SHX Text

MOUNTING FLANG DETAIL

AutoCAD SHX Text

AutoCAD SHX Text A4

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text 2"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6" = 1'-0"

AutoCAD SHX Text 3"

AutoCAD SHX Text 0'-5"

AutoCAD SHX Text 0'-2 "12"

AutoCAD SHX Text

FIELD VERIFY

AutoCAD SHX Text

DRAWING AND MEASUREMENTS

AutoCAD SHX Text 3/16

3/16

25-0423 1403 & 1404 SECURITY SCREEN DWG

Sheets and Views

1404 SECURITY WINDOWS-Title Page

1404 SECURITY WINDOWS-NOTES

1404 SECURITY WINDOWS-SPECIFICATIONS

1404 SECURITY WINDOWS-1403

1404 SECURITY WINDOWS-1404

IDIQ 5447128 FC255 PHYSICAL SECURITY SCREENS DWG

26-0420 TT21 GRATE REPLACEMENT DWG.

Sheets and Views

2025 TT21 GRATE REPLACEMENT-Title Page

2025 TT21 GRATE REPLACEMENT-A1

2025 TT21 GRATE REPLACEMENT-FLOOR PLAN

2025 TT21 GRATE REPLACEMENT-ELEVATION PLAN

2025 TT21 GRATE REPLACEMENT-DETAIL PLAN

File details come from the government source that posted it. Updated Aug 11, 2026.