25-0424 1005 OFFICE REPAIRS - SOW.pdf

S1006B

S969A

1006D

CTR121

1005G

CTR124

1005A

1005H

MICHAEL R

D

ASH ST.

CAMP LEJEUNE, N.C.

LOCATION MAP DRAWING INDEXAREA MAP

25-0424

1005 OFFICE REPAIRS/

ADA ACCESSIBILITYLOCATION

MAP

PROJECT

LOCATION

AREA MAP

VICINITY MAP

AutoCAD SHX Text %%uJACKSONVILLE

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NORTHEAST CREEK

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LEJEUNE BLVD

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TO WILMINGTON

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VERONA LOOP ROAD

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PADGETT RD

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HAWS RUN RD

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DAWSON CABIN RD

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HIGH HILL RD

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COSTON RD

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CHATEAU RD

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CC RD

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SHEPARD

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RD

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NEW RIVER INLET RD

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RANGE RD

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DIXON-SNEADS FERRY RD

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OCEAN DRIVE

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BEACH RD

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MARINES RD

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LYMAN RD

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OLD BEAR CREEK RD

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PINEY GREEN RD

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HOLCOMB BLVD

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BREWSTER BLVD

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CURTIS

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STONE ST

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STONE BAY

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FRENCH

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MAIN SERVICE RD

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INTRACOASTAL WATERWAY

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MEANS HIGH WATER +1.50

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MEANS HIGH WATER +1.10

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MEANS LOW WATER +0.35

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LEJEUNE RAILROAD

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CAMP

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SNEADS FERRY RD

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SETH

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WALLACE

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SOUTHWEST CREEK

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WILSON

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TRAPS

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CHADWICK

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ELLIS

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COVE

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BEAR

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INLET

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STONE

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MILL

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STONE CREEK

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MUDDY

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MILL CREEK

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TOWN

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LEWIS

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WHITE

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LANDING RD

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AMPHIBIAN

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BASE

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ENGINEER

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TRIANGLE

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OUTPOST

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BEACH

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BERKELEY

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MANOR

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WATKINS

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VILLAGE

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CAMP

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GEIGER

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NEW RIVER

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AIR STATION

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CAMP

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GEIGER

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BROWNS

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INLET

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WILLI

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AMS

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BLVD

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GOLF

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COURSE

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( IN FEET )

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FREEMAN

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ROAD

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HOPE ROAD

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RIVER

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DUCK CREEK

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MAIN

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GATE

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MONTFORD

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PAVILION

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PHEONIX

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LHA

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EGRET

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CANARY

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DOVE

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PLOVER

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HERON

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HAWK

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DODO

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GOOSE

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FALCON

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OSPREY

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QUAIL

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ALBATROSS

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BLUEBIRD

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JAYBIRD

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CRANE

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GULL

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PENGUIN

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LARK

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PIGEON

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TERN

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COOT

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SWAN

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WOODPECKER

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ROBIN

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SPARROW

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MALLARD

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KIWI

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EAGLE

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PARROT

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CONDOR

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CARDINAL

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PARTRIDGE

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SNIPE

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LANDFILL

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ROICC OFFICE BLDG 1005

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DRMO

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FRENCH CREEK BORROW PIT

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US 17

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US 7

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AutoCAD SHX Text Delco

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US 117

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US 421

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AutoCAD SHX Text %%uCAMP LEJUENE

AutoCAD SHX Text Swansboro

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NEW RIVER

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GRAPHIC SCALE IN MILES

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US 70

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NEUSE

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%%UOAK GROVE

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%%UCHERRY POINT

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US 70

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RIVER

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BLDG 1005 OFFICE REPAIRS/ ADA ACCESSIBILITY

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PROJECT # 25M051CN

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CONTRACT # 25-0424

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DWG: MARK RAMSDELL

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. 1005

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TITLE PAGE

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SHEET #

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SHEET NAME

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TITLE SHEET, AREA MAPS

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NOTES, SPECIFICATIONS

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OVERALL PLAN

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ENLARGED PLANS

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DETAILS

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OPS OFFICE PLAN

BLDG 1005 OFFICE REPAIRS/ ADA ACCESSIBILITY

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PROJECT # 25M051CN

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CONTRACT # 25-0424

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DWG: MARK RAMSDELL

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. 1005

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NOTES

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AutoCAD SHX Text SCOPE OF WORK: The contractor shall provide all material, labor, equipment, and supervision : 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 BLDG 1005 on Michael Rd - This scope of work is to be accomplished at BLDG 1005 on Michael Rd Camp Lejeune, North Carolina. The contractor shall provide material, equipment and labor to install two Dual Header ADA door openers to operate simultaneous pairs with single operator/outswing at main entrance to bldg. Install two radio remote push plates HPTO complete. Center operators 36 inches AFF and AFG. Outdoor operator shall be stainless steel, installed on right front side of slab as you enter on post. Inside operator to be installed at right side of door frame as you exit. Locate 120-volt 20amp circuit above ceiling and intercept a conduit and install a Junction box or use an existing junction box with a 120v circuit. There is also an Exit light that can be used to power the (2) door openers. Branch out of Jbox with 12/2 BX cable to feed each ADA door opener. All electrical work shall be in full compliance with NFPA 70, the North Carolina state building code, all local codes, and ordinances and in accordance with the requirements of the local authority having jurisdiction. All material shall be UL listed and approved. Modify existing ceiling/light fixture to mount opener. Remove portion of existing concrete slab, pour new 3,500 PSI concrete slab ramped to match Remove portion of existing concrete slab, pour new 3,500 PSI concrete slab ramped to match existing concrete at building finish floor. Remove existing (2) door thresholds and replace with ADA compliant thresholds. Paint new HC parking spots and loading zone. Provide HC Parking signs. Scope Scope of work also includes installation of 2 new doors and 1 cased opening in offices in Operations wing as well as provide new 7' high (nominal) stud wall and approx. 25s.f. of suspended acoustical ceiling tile. DETAILED REQUIREMENTS AND SPECIFICATIONS: The contractor shall take his own field : 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 arranged Access and scheduling to the work area shall be arranged through Contracting Officer"s Representative. 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 under this 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 of 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 Landfill 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 landfill. All 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. 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. Non-emergent Non-emergent Dispatch number to call for hot works permits is 910-451-3004. 6. 7. Contractor is to be aware of all rules, regulation and codes required for successful Contractor is to be aware of all rules, regulation and codes required for successful completion of project.

DETAILED REQUIREMENTS AND SPECIFICATION 1. New sidewalk shall be poured on undisturbed ground or clean fill New sidewalk shall be poured on undisturbed ground or clean fill that has been mechanically compacted. 2. Sidewalk to be poured 4-inches deep with 3500-psi fibrillated fiber Sidewalk to be poured 4-inches deep with 3500-psi fibrillated fiber reinforced concrete, at existing height, length and width. 2.1. The sidewalk shall be formed and poured to prevent standing The sidewalk shall be formed and poured to prevent standing water. 2.2. Fibrillated fiber reinforced concrete shall be minimum of 3500-psi Fibrillated fiber reinforced concrete shall be minimum of 3500-psi with a maximum 4-inch slump. 2.2.1. The water -cement ratio shall not exceed the manufactures The water -cement ratio shall not exceed the manufactures recommendation, the contractor shall provide a batch ticket to the contracting officer, stating the cement water ratio needed for a 4-inch slump and the amount of water added by receiver. 2.2.1.1. Fibrillated fiber reinforcement shall have a minimum ratio of Fibrillated fiber reinforcement shall have a minimum ratio of 1-1/2lbs. per yard. 3. Expansion joints consisting of 1/2" compressible material should be Expansion joints consisting of 1/2" compressible material should be placed at intervals along the sidewalk and wherever the sidewalk abuts another ridge structure. 4. Surface shall have a broom finish. The only means a contractor Surface shall have a broom finish. The only means a contractor shall add water to surface of concrete or finishing is with fog spray or wet burlap. 5. Mechanically cut relief joints no further then 1.5 times the sidewalk Mechanically cut relief joints no further then 1.5 times the sidewalk width. 5.1. Relief joints shall be mechanical cut into the concrete within 24 Relief joints shall be mechanical cut into the concrete within 24 hours of the concrete being poured. 5.2. Saw cut relief joints to minimum depth of 1/4"-inch for every Saw cut relief joints to minimum depth of 1/4"-inch for every inch of thickness of concrete poured. CONCRETE NOTES: 1. All debris shall be removed from work site on a daily basis. All debris shall be removed from work site on a daily basis. 2. Concrete shall be replaced within 72 hours of removal, weather Concrete shall be replaced within 72 hours of removal, weather permitting. 3. Forms shall be removed and ground backfill, with top soil, around Forms shall be removed and ground backfill, with top soil, around sidewalks to prevent tripping hazards.

ADA RAMP AND

PARKING. SEE A3

1005 OVERALL PLAN1

OPS OFFICES.

SEE A5

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BLDG 1005 OFFICE REPAIRS/ ADA ACCESSIBILITY

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PROJECT # 25M051CN

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CONTRACT # 25-0424

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DWG: MARK RAMSDELL

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. 1005

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PLAN

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NOT TO SCALE

A2

A COMPLIANT THRESHOLD.

NEW ADA COMPLIANT AUTOMATIC DOOR OPENER. INSTALL TWO DUAL

HEADER ADA DOOR OPENERS TO OPERATE SIMULTANEOUS AT MAIN

ENTRANCE TO BLDG. LOCATE 120-VOLT 20AMP CIRCUIT ABOVE CEILING AND

INTERCEPT A CONDUIT AND INSTALL A JUNCTION BOX OR USE AN EXISTING

JUNCTION BOX WITH A 120V CIRCUIT. THERE IS ALSO AN EXIT LIGHT THAT

CAN BE USED TO POWER THE (2) DOOR OPENERS; BRANCH OUT OF JBOX

WITH 12/2 BX CABLE TO FEED EACH ADA DOOR OPENER; ALL ELECTRICAL

WORK SHALL BE IN FULL COMPLIANCE WITH NFPA 70, THE NORTH CAROLINA

STATE BUILDING CODE, ALL LOCAL CODES, AND ORDINANCES AND IN

ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING

JURISDICTION; ALL MATERIAL SHALL BE UL LISTED AND APPROVED. ENSURE

EGRESS OUT OF THE FRONT DOOR REMAINS COMPLIANT WITH NFPA 101 AND

UFC 3-600-01 INCLUDING FORCE REQUIRED TO OPEN DOOR TO EXIT THE

BUILDING.

INSTALL TWO RADIO REMOTE PUSH PLATES HPTO COMPLETE. CENTER

OPERATORS 36 INCHES AFF AND AFG. OUTDOOR OPERATOR SHALL BE

STAINLESS STEEL, INSTALLED ON RIGHT FRONT SIDE OF SLAB ON POST AS

YOU ENTER. INSIDE OPERATOR TO BE INSTALLED AT RIGHT SIDE OF DOOR

FRAME AS YOU EXIT.

NEW HANDICAP LOADING ZONE. PAINT STRIPING BLUE. CENTER

LOADING ZONE WITH CENTER OF SIDEWALK LEADING TO FRONT

ENTRANCE.

NEW HANDICAP SYMBOL AND PARKING STRIPING. STRIPING TO BE

BLUE. HC SYMBOL TO BE WHITE INSIDE BLUE SQUARE. SEE 2/A4

NEW HANDICAP SIGNAGE. SEE DETAIL 1/A4.

RENO PLAN2 DEMO PLAN1

H.C. PARKING3

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BLDG 1005 OFFICE REPAIRS/ ADA ACCESSIBILITY

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PROJECT # 25M051CN

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CONTRACT # 25-0424

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DWG: MARK RAMSDELL

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. 1005

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PLAN

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RENOVATION NOTES

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AutoCAD SHX Text NEW 4" 3500 PSI CONCRETE SIDEWALK w/ 6x6x WWM. 1010 WWM. SURFACE SHALL HAVE BROOM FINISH. SEE DETAIL 3/A4.

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NEW ADA COMPLIANT THRESHOLD.

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DEMOLITION NOTES

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AutoCAD SHX Text REMOVE PORTION OF EXISTING SIDEWALK FROM AREA OF RAISED CONCRETE TO EXPANSION JOINT. PREPARE AREA FOR NEW CONCRETE.

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REMOVE EXISTING THRESHOLD. PREPARE FOR NEW.

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NOTE: THERE IS A DIRECT BURRIED COPPER TELECOM CABLE THAT RUNS ALONG 1005 UNDER THE SIDEWALK. PERSERVE AND PROTECT.

HANDICAP PARKING SIGNS1HANDICAP PASRKING SYMBOL2

CONCRETE SLAB CONNECTION DETAIL3

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RESERVED

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PARKING

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MAXIMUM

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PENALTY

AutoCAD SHX Text $250

AutoCAD SHX Text 12"x9"

AutoCAD SHX Text R7-8D

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MUTCD

AutoCAD SHX Text R7-8a

AutoCAD SHX Text 12"x18"

AutoCAD SHX Text %%uHANDICAP SIGNS

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NOT TO SCALE

AutoCAD SHX Text NOTES: 1. ALL 12" X 18" ACCESSIBLE SIGNS (R7-8A & R7-1) SHALL BE MOUNTED AT 7 FEET FROM GRADE TO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED IN AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH PEDESTRIANS ARE NOT EXPECTED TO USE.

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CURB, PARKING BUMPER, ETC.

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PAINT SPACE MARKINGS WITH

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BLUE TRAFFIC PAINT

AutoCAD SHX Text 10"

AutoCAD SHX Text 5"

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%%UHANDICAP STANDARDS

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PARKING SPACE

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CENTERLINE OF

AutoCAD SHX Text 18"

AutoCAD SHX Text 13"

AutoCAD SHX Text 12"

AutoCAD SHX Text 18"

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AutoCAD SHX Text 5"R.

AutoCAD SHX Text 25 1/2"

AutoCAD SHX Text 1"

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%%UNOTE:

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12" GRID

AutoCAD SHX Text N.T.S.

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PARKING SPACE

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CENTERLINE OF

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%%USLAB CONNECTION DETAIL

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JOINT SEALER

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MATERIAL

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NON- EXTRUDED PREMOULDED

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JOINT FILLER(A.S.T.M. D-175)

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EXISTING CONCRETE

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NEW CONCRETE

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6X6X10/10 WWM

AutoCAD SHX Text 8"

AutoCAD SHX Text 4"

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BLDG 1005 OFFICE REPAIRS/ ADA ACCESSIBILITY

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PROJECT # 25M051CN

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CONTRACT # 25-0424

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DWG: MARK RAMSDELL

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. 1005

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DETAILS

AutoCAD SHX Text A4

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NOT TO SCALE

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AutoCAD SHX Text 6"

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

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

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NOT TO SCALE

AutoCAD SHX Text A4

A4

OPS OFFICE DEMO PLAN1

DEMOLITION NOTES

OPS OFFICE RENO PLAN2

RENOVATION NOTES

AutoCAD SHX Text 4'-8 "12"

AutoCAD SHX Text 4'-8 "12"

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BLDG 1005 OFFICE REPAIRS/ ADA ACCESSIBILITY

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PROJECT # 25M051CN

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CONTRACT # 25-0424

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DWG: MARK RAMSDELL

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USMC CAMP LEJEUNE

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SHEET OF OF OF

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BLDG. 1005

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OPS OFFICE PLAN

AutoCAD SHX Text A5

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AutoCAD SHX Text 5'

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

AutoCAD SHX Text 10'

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REMOVE PORTION OF WALL AS REQUIRED FOR NEW DOOR/CASED OPENING.

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AutoCAD SHX Text REMOVE PORTION OF EXISTING S.A.T. CEILING IN AREA OF NEW HALL. MODIFY AS REQUIRED.

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AutoCAD SHX Text 5'

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

AutoCAD SHX Text 10'

AutoCAD SHX Text A5

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NEW 3'-0" X 7'-0" DOOR. SEE NOTES.

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AutoCAD SHX Text NEW S.A.T. CEILING. ALIGN NEW CEILING TILES WITH EXISTING ACCESS ABOVE. SEE NOTES

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AutoCAD SHX Text NEW 3 1/2" MTL STUD WALL @ 16" O.C. W/ " GWB-PTD. PAINT GWB TO MATCH 58" GWB-PTD. PAINT GWB TO MATCH EXISTING COLOR IN CLOSET. WALL TO RECEIVE NEW 4" VINYL COVE BASE. TOP OF WALL TO TERMINATE AT EXISTING S.A.T CEILING. SEE NOTES.

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NEW CASED OPENING. CASE WITH 14 GAGE STEEL FRAME SAME AS NEW DOORS. PAINT.

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AutoCAD SHX Text PROVIDE AND INSTALL NEW STAINED OAK THRESHOLD WITH BEVELED EDGES AT AREA OF WALL REMOVAL.

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LINE OF NEW WALL FOR REFERENCE

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EXISTING LIGHT

AutoCAD SHX Text Walls 1. New wall: New wall: 1.1. Wood Studs: 2X4 wood 16" oc. Wood Studs: 2X4 wood 16" oc. 1.2. Bottom Plate: single 2x4 Bottom Plate: single 2x4 Pressure treated 1.3. Top Plate: doubled 2x4 Top Plate: doubled 2x4 1.4. Sound damping insulation Sound damping insulation 1.5. New wall shall extend to S.A.T. New wall shall extend to S.A.T. ceiling 1.6. gypsum board 58 gypsum board 1.6.1. fire retardant fire retardant 1.6.2. level 4 finish. level 4 finish. Doors: 1. Door: 3'- 0" x 6'-8" x 1-3/4", Door: 3'- 0" x 6'-8" x 1-3/4", wood, flat panel, oak veneer, wood core 2. Jamb: 14 Gage steel Jamb: 14 Gage steel 3. Hinges: grade 1, 4.5 stainless Hinges: grade 1, 4.5 stainless steel, ball bearing hinges 4. Lockset: grade 1, lever, keyed Lockset: grade 1, lever, keyed entry-(best style, interchangeable core, small format), keyed satin nickel finish 5. Door Stop: Floor mounted. Door Stop: Floor mounted.

Suspended Ceiling 1. Install new suspended ceiling system. Install new suspended ceiling system. 1.1. The suspended ceiling system: The suspended ceiling system: 1.1.1. Grid system; 15/16” tee grid (AS INDICATED IN DRAWING) Grid system; 15/16” tee grid (AS INDICATED IN DRAWING) tee grid (AS INDICATED IN DRAWING) 1.1.2. Ceiling panel: Ceiling panel: 1.1.2.1. Through out work area. Through out work area. 1.1.2.1. Basis of design: Sanserra by Armstrong Basis of design: Sanserra by Armstrong 1.1.2.2. Tegular Tegular 1.1.2.3. 24” x 24” x 3/4” 24” x 24” x 3/4” x 24” x 3/4” x 3/4” 1.1.2.4. Mineral fiber Mineral fiber 1.1.2.5. Class “A” UL fire rating. Class “A” UL fire rating. A” UL fire rating. UL fire rating. 1.2. Provide acoustical work complete with necessary fastenings, Provide acoustical work complete with necessary fastenings, hold down clips, and other accessories required for a complete installation. Do not expose mechanical fastenings in the finished work. Lay out 12 gage wire hangers 4-feet on center. Provide 8 gage wire hangers to support framing around beams, ducts, columns, grilles, and other penetrations through ceilings. Keep main runners and carrying channels clear of abutting walls and partitions. Provide at least two main runners for each ceiling span. Wherever required to bypass an object with the hanger wires, install a sub-suspension system so that all hanger wires will be plumb.