25-0426 BLDG 417 ADA RAMP - SOW.pdf

PDF 833 KB Posted Apr 15, 2026

Attached to: Bldg 417& 66 ADA Ramp
Solicitation number: N4008526R9030
Issued by: Department of the Navy Naval Facilities Engineering Command

About this file

Written by GovTribe AI · Apr 15, 2026

This is a set of architectural drawings and specifications for construction work at Camp Lejeune, North Carolina, documenting a USO handicap ramp project at Building 417 (Project 25-0426).

The project scope encompasses construction of a new handicap-accessible ramp with related site improvements. Key work items include: installation of a new concrete handicap ramp with 1:12 maximum slope, 1⅛"DIA galvanized pipe rail, and expansion joints; new concrete landing where the landing meets existing sidewalk; new concrete sidewalk with expansion joints between new and existing elements; ADA-compliant automatic door opener installation at the main entrance (120-volt, 20-amp circuit); new junction box with 120V circuit and connection to a conduit; two radio remote battery-powered push plates mounted 36 inches above finished grade; and new handicap parking space with striping and signage. The contractor must remove and dispose of approximately 400 square feet of damaged concrete sidewalk and perform repairs to existing concrete as required. Concrete specifications call for minimum 4-inch depth, 4000-psi strength, and fibrillated fiber reinforcement. All electrical work must comply with NFPA 70 and the North Carolina State Building Code. The drawings include demolition and renovation plans, section details, parking symbol and sign details, concrete sidewalk connection details, and ramp longitudinal and transverse sections. The contractor is responsible for field verification of all measurements and costs prior to bidding and must schedule work through the Contracting Officer's Representative and Building Point of Contact.

View the file

Other files

File	Type	Posted
MAXIMO Initial Equipment Inventory and Replacement.pdf	PDF	Apr 15, 2026
25-0427 BLDG 66 ADA RAMP - PROJECT DESCRIPTION.pdf	PDF	Apr 15, 2026
25-0426 BLDG 417 ADA RAMP - SUBMITTAL REGISTER.pdf	PDF	Apr 15, 2026
Contractor Environmental Guide Updated Format_20231009 with ESOP.pdf	PDF	Apr 15, 2026
25-0427 BLDG 66 ADA RAMP - SUBMITTAL REGISTER.pdf	PDF	Apr 15, 2026
25-0426 BLDG 417 ADA RAMP - PROJECT DESCRIPTION.pdf	PDF	Apr 15, 2026
Combined DIV 01 specs small projects.pdf	PDF	Apr 15, 2026
25-0427 BLDG 66 ADA RAMP - SOW.pdf	PDF	Apr 15, 2026
MACC RFP.pdf	PDF	Apr 15, 2026

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SHP493

HP413

HP485

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423A

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JULIAN C. SMITH RD.

L S T

CAMP LEJEUNE, N.C.

LOCATION MAP DRAWING INDEXAREA MAP

25-0426

USO HANDICAP RAMP

BLDG 417LOCATION

MAP

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SNIPE

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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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USO HANDICAP RAMP BLDG 417

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PROJECT # 25M053CN

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CONTRACT # 25-0426

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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 417

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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/OVERALL PLAN

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H.C. RAMP PLANS

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H.C. PARKING PLANS; DETAILS

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DETAILS

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NOTES; DETAILS

NEW H.C. RAMP.

SEE A2

PARKING

REPAIRS. SEE A3

417 OVERALL PLAN1

NOT TO SCALE

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EXISTING SAND VOLLEYBALL COURT

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USO HANDICAP RAMP BLDG 417

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PROJECT # 25M053CN

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CONTRACT # 25-0426

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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 417

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NOTES/OVERALL PLAN

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AutoCAD SHX Text 1005 OFFICE REPAIRS 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 Building 417 located on L This scope of work is to be accomplished at Building 417 located on L St. aboard, Camp Lejeune, North Carolina. The work includes installation of new ADA accessible ramp for the USO as well as new Handicap Parking and H.C. Door operator. To accomplish this the contractor will be required to restripe portion of parking lot as indicated on drawings, remove portion of curb and sidewalk as indicated on drawings and install new ADA compliant sidewalk. 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 for the OICC office and the tenant of the building. Point of Contact for access to building is Mark Ramsdell 910-451-0483. 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 of areas damaged or disturbed by new work to be provided under Repair, refinish of areas damaged or disturbed by new work to be provided under this contract. 3. Properly remove, haul, and dispose of all debris. The Base Landfill may be utilized. The Properly remove, haul, and dispose of all debris. The Base Landfill may be utilized. The contractor shall not utilize the dumpster provided by Camp Lejeune for the occupants of the buildings. The hours of operations are 0730-1530 Monday- Thursday 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. 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. 5. Prior to performing "HOT WORK" (welding, cutting, ect.) or operating other flame Prior to performing "HOT WORK" (welding, cutting, ect.) 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. 6. 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.

AutoCAD SHX Text SUBMITTALS: 1. AFTER AWARD: The Contractor shall furnish the DSC-EMI, material, specifications for selection and AFTER AWARD: The Contractor shall furnish the DSC-EMI, material, specifications for selection and approval prior to the ordering and installation of said materials. 2. The contractor is required to submit a schedule detailing when they and or any subcontractor will 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. 3. The contractor shall submit the manufacture's product specifications, complete with technical The contractor shall submit 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. 4. 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 construction similar in Fabricator Qualifications: Minimum of three years documented experience in construction similar in scope and complexity to this Project. Currently certified by the manufacturer as acceptable fabricator. 6.2. Installer Qualification: Minimum of three years documented installation experience for project Installer Qualification: Minimum of three years documented installation experience for project similar in scope and complexity to this project and currently certified by manufacturer as an acceptable installer.

NEW H.C. RAMP RENO PLAN2

DEMOLITION NOTES

NEW H.C. RAMP DEMO PLAN1

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10'-0" RAMP 1:12 MAX. SLOPE

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USO HANDICAP RAMP BLDG 417

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PROJECT # 25M053CN

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CONTRACT # 25-0426

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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 417

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H.C. RAMP PLANS

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LINE OF NEW HANDICAP RAMP/LANDING FOR REFERENCE. SEE RENO PLAN.

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AutoCAD SHX Text PORTION OF EXISTING CONCRETE SIDEWALK TO BE REMOVED AS REQUIRED TO INSTALL NEW HANDICAP RAMP AND LANDING. WHERE POSSIBLE CUT EXISTING WALK AT EXISTING JOINT LINE.

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RENOVATION NOTES

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AutoCAD SHX Text NEW CONCRETE HANDICAP RAMP W/ 1 "DIA. GALV. PIPE RAIL. SEE 12"DIA. GALV. PIPE RAIL. SEE DETAILS.

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AutoCAD SHX Text NEW CONC. LANDING. WHERE LANDING MEETS EXISTING SIEWALK, NEW CONCRETE TOP TO BE FLUSH WITH EXISTING. SEE DETAILS

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NEW CONC. SIDEWALK. PROVIDE EXPANSION JOINT BETWEEN NEW AND EXISTING SIDEWALK

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AutoCAD SHX Text NEW ADA COMPLIANT AUTOMATIC DOOR OPENER. INSTALL ADA DOOR INSTALL ADA DOOR OPENER TO OPERATE 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 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.

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AutoCAD SHX Text INSTALL TWO RADIO REMOTE BATTERY POWERED PUSH PLATES HPTO COMPLETE. CENTER OPERATORS 36 INCHES AFF AND AFG. OUTDOOR OPERATOR SHALL BE STAINLESS STEEL, INSTALLED ON NEW GALV. 2"X2" POST ON LEFT FRONT SIDE OF SLAB AS YOU ENTER. INSIDE OPERATOR TO BE INSTALLED AT RIGHT SIDE OF DOOR FRAME AS YOU EXIT.

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EXISTING CONC. STEP

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EXISTING CONC. STOOP

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EXISTING CONC. SIDEWALK

NEW H.C. PARKING RENO PLAN2NEW H.C. PARKING DEMO PLAN1

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EXISTING BOLLARDS TO REMAIN

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REMOVE EXISTING PARKING STRIPING AS REQ'D FOR NEW STRIPING

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EXISTING SIDEWALK TO BE REMOVED. PREPARE FOR NEW SIDEWALK

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APPROX. 12'X12' PORTION OF EXISTING DRIVE TO BE REMOVED AND REPLACED.

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NEW PARKING STRIPING AND H.C. SYMBOL. SEE 3/A3 & 4/A3

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NEW H.C. PARKING SIGN. SEE 5/A3

AutoCAD SHX Text NEW 4000PSI CONCRETE SIDEWALK TO BE FLUSH WITH EXISTING CONCRETE DRIVE AND ASPHALT PARKING LOT. SHAPE EXISTING GRADE 2FT EACH SIDE OF NEW WALK TO SLOPE TO TOP OF NEW WALK. SUPPLY SOD ON SHAPED GRADE.

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NEW 4000PSI CONCRETE SLAB. SEE DETAILS

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AutoCAD SHX Text 25 1/2"

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12" GRID

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NOTE: PAINT SPACE MARKINGS WITH BLUE TRAFFIC PAINT

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CENTERLINE OF PARKING SPACE

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CENTERLINE OF PARKING SPACE

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CURB, PARKING BUMBER, ETC.

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RESERVED

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PARKING

AutoCAD SHX Text REGULAR PARKING SIGN AT EACH HANDICAP SPACE. FASTEN TO POST WITH S.S BOLTS, NUTS, WASHERS AND NUTS

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VAN

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ACCESSIBLE

AutoCAD SHX Text MUTCD R7-8a 12"x18"

AutoCAD SHX Text MUTCD R7-8aPD 12"x6"

AutoCAD SHX Text VAN ACCESSIBLE SIGN (WHERE APPLICABLE). FASTEN TO POST WITH S.S BOLTS, NUTS, WASHERS AND NUTS

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2" BREAKAWAY GALV. STEEL POST W/ CAP

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3,500 PSI CONCRETE POST FTG ON COMPACTED SUBGRADE

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SEE PLAN

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4" WIDE PAINTED STRIPES-TYP. AT 24" O.C. COMPLY WITH MUTCD STANDARDS

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USO HANDICAP RAMP BLDG 417

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PROJECT # 25M053CN

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CONTRACT # 25-0426

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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 417

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H.C. PARKING PLANS; DETAILS

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

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3'-0"

1' -6

3 4"

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1' -6

3' -0

NEW RAMP LONGITUDINAL SECTION1

NEW RAMP TRANSVERSE SECTION2

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EXISTING BLDG.

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1 "DIA. GALV. 12"DIA. GALV. PIPE RAIL

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3" RAIL SLEEVE W/ NON METALLIC NON-SHRINK GROUT

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NEW CONCRETE W/ 6X6X10/10 W.W.M.

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EXISTING CONC. SIDEWALK

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EXISTING CONC. STOOP

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EXISTING CONC. STEP

AutoCAD SHX Text EXISTING CONC. SIDEWALK TO BE REMOVED AS REQ'D TO MAINTAIN MIN. 4" NEW CONC. RAMP. COMPACT EARTH AT AREA OF SIDEWALK REMOVAL

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NEW 4" X "DIA. 58"DIA. DOWELS AT 4' O.C. MAX. EMBED 2" INTO EXIST. CONC.

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NEW 4" CONCRETE SIDEWALK W/ 6X6X10/10 W.W.M.

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NEW 4" X "DIA. 58"DIA. DOWELS AT 4' O.C. MAX. EMBED 2" INTO EXIST. CONC.

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NEW " EXP. 12" EXP. JOINT

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NEW CONC. SLURRY BETWEEN EXIST AND NEW CONC.

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NEW CONC. SLURRY BETWEEN EXIST AND NEW CONC.

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EXISTING CONC. SIDEWALK

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AutoCAD SHX Text 3" RAIL SLEEVE W/ NON METALLIC NON-SHRINK GROUT. FILL IN BOTTOM 4" OF RAIL W/ GROUT

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NEW 4" X "DIA. 58"DIA. DOWELS AT 4' O.C. MAX. EMBED MIN. 2" INTO EXIST. CONC.

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NEW CONC. SLURRY BETWEEN EXIST AND NEW CONC.

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4'-6" MIN. CLEAR

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1 "DIA. GALV. 12"DIA. GALV. PIPE RAIL

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EXISTING CONC. SIDEWALK

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USO HANDICAP RAMP BLDG 417

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PROJECT # 25M053CN

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CONTRACT # 25-0426

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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 417

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DETAILS

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

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CONCRETE SIDEWALK DETAILS1

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CONCRETE SIDEWALK

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%%UTYP. RELIEF JOINT

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%%USLAB CONNECTION DETAIL

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%%UTYP. JOINT AT BLDG

AutoCAD SHX Text (A.S.T.M. D-175)

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JOINT FILLER

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PREMOULDED

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NON-EXTRUDED

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WALLS

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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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BUILDING

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1/4" WIDE SAWCUT (SEALED)

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MATERIAL

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JOINT SEALER

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PAVEMENT

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CONCRETE

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NEW CONCRETE

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6X6X10/10 WWM

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6X6X10/10 WWM

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6X6X10/10 WWM

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SELF LEVELING

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SELF LEVELING

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USO HANDICAP RAMP BLDG 417

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PROJECT # 25M053CN

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CONTRACT # 25-0426

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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 417

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NOTES/DETAILS

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AutoCAD SHX Text Handicap Ramp 1. New concrete shall be a minimum 4-inch deep, 4000-psi New concrete shall be a minimum 4-inch deep, 4000-psi fibrillated fiber reinforced concrete. Height, length and width as shown on plans. 1.1. Fibrillated fiber reinforced concrete shall be a minimum of Fibrillated fiber reinforced concrete shall be a minimum of 4000-psi with a maximum 4-inch slump. 1.1.1. The water -cement ratio shall not exceed the The water -cement ratio shall not exceed the manufacturer's recommendations. 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 the receiver. 1.1.2. Fibrillated fiber reinforcement shall have a minimum Fibrillated fiber reinforcement shall have a minimum ratio of 1-1/2 lbs per yard. 2. Expansion joints consisting of 1/2" compressible material Expansion joints consisting of 1/2" compressible material should be placed wherever the new handicap ramp abuts another rigid structure. 3. Surfaces shall have a broom finish. The only means a Surfaces shall have a broom finish. The only means a contractor shall add water to the surface of the concrete for finishing is with fog spray or wet burlap. 4. Mechanically cut relief joint no further then 1.5 times the Mechanically cut relief joint no further then 1.5 times the sidewalk width. 4.1. Relief joints shall be mechanically cut to into the concrete Relief joints shall be mechanically cut to into the concrete within 24 hours of the concrete being poured. 4.2. Saw cut relief joints to a minimum depth of a ¼- inch Saw cut relief joints to a minimum depth of a ¼- inch for every 1-inch thickness of concrete poured. 5. All debris shall be removed from the work site on a daily All debris shall be removed from the work site on a daily basis. 6. Concrete shall be replaced within 72 hours of removal, Concrete shall be replaced within 72 hours of removal, weather permitting. 7. Forms shall be removed and the ground backfilled, with top Forms shall be removed and the ground backfilled, with top soil, around sidewalks to prevent tripping hazards. SUBMITTALS: : 1. The contractor shall provide a written report detailing the The contractor shall provide a written report detailing the composition of the concrete mix before commencement of work. 2. The contractor shall provide a copy of the batch ticket to The contractor shall provide a copy of the batch ticket to the contracting officer upon completion of the pour for verification of the composition of the delivered mix.

AutoCAD SHX Text Handrails: 1. Handrails Handrails 1.1. Grade A or B steel 1-1/2" diameter pipe Grade A or B steel 1-1/2" diameter pipe 1.2. All components shall be hot-dipped All components shall be hot-dipped galvanized after fabrication. 1.3. Coat all field welds with cold applied Coat all field welds with cold applied galvanized coating. Minimum 56% zinc by volume 2. Fabrication: Joint posts, rail, and corners by Fabrication: Joint posts, rail, and corners by one of the following methods: 2.1. Mitered and welded joints made by fitting Mitered and welded joints made by fitting post to top rail and intermediate rail to post, mitering corners, groove welding joints, and grinding smooth. Butt railing splices and reinforce them by a tight fitting interior sleeve not less than 6 inches long. 2.2. Railings may be bent at corners in lieu Railings may be bent at corners in lieu of jointing, provided bends are made in suitable jigs and the pipe is not crushed. 3. Anchor posts in concrete by means of pipe Anchor posts in concrete by means of pipe sleeves set and anchored into concrete. 3.1. Provide sleeves of galvanized, standard Provide sleeves of galvanized, standard weight, steel pipe, not less than 3 inches long 3.2. Inside diameter not less than 1/2-inch Inside diameter not less than 1/2-inch greater than the outside diameter of the inserted pipe post. 3.3. Provide steel plate closure secured Provide steel plate closure secured to the bottom of the sleeve, with closure width and length not less than 1-inch greater than the outside diameter of the sleeve. 3.4. After posts have been inserted into After posts have been inserted into sleeves, fill the annular space between post and sleeve with molten lead, sulfur, or a quick-setting hydraulic cement.

AutoCAD SHX Text Demolition: 1. Cut sidewalks at existing control joints with Cut sidewalks at existing control joints with a concrete saw at each end of the sections being removed, to insure straight edges on adjoining sidewalks. 2. Remove and dispose of approximately 400 Remove and dispose of approximately 400 square feet damaged concrete sidewalks. 3. The contractor shall remove all organic The contractor shall remove all organic material.

AutoCAD SHX Text A5

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AutoCAD SHX Text 6"

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

1-1/2" = 1'-0"

Sheets and Views

417 ADA Ramp-Title Page

417 ADA Ramp-A1

417 ADA Ramp-A2

417 ADA Ramp-A3

417 ADA Ramp-A4

417 ADA Ramp-A5

File details come from the government source that posted it. Updated Apr 15, 2026.