25-0427 BLDG 66 ADA RAMP - SOW.pdf

LUCY BREW

ER AVE

MOLLY PITCHER DR

HOLC

OMB BLV

D

CAMP LEJEUNE, N.C.

LOCATION MAP DRAWING INDEXAREA MAP

25-0427

HANDICAP RAMP

BLDG 66LOCATION

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NORTHEAST CREEK

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LEJEUNE BLVD

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LEJEUNE RAILROAD

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( IN FEET )

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MAIN

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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 7

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US 117

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US 421

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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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HANDICAP RAMP BLDG 66

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PROJECT # 25M054CN

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CONTRACT # 25-0427

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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 66

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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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DETAILS

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NOTES; DETAILS

NEW H.C. RAMP.

SEE A2

66 OVERALL PLAN1

NOT TO SCALE

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HANDICAP RAMP BLDG 66

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PROJECT # 25M054CN

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CONTRACT # 25-0427

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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 66

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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 66 located on This scope of work is to be accomplished at Building 66 located on Holcomb BLVD. aboard, Camp Lejeune, North Carolina. The work includes installation of new ADA accessible ramp for the tenant and H.C. Door operator. To accomplish this the contractor will be required to build as indicated on drawings. 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.

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NEW H.C. RAMP RENO PLAN2

DEMOLITION NOTES

NEW H.C. RAMP DEMO PLAN1

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6'-2 " 14" VERIFY. SEE RENO NOTE 5

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HANDICAP RAMP BLDG 66

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PROJECT # 25M054CN

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CONTRACT # 25-0427

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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 66

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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 HATCH PATTERN INDICATES PORTION OF EXISTING CONCRETE SIDEWALK TO BE REMOVED AS REQUIRED TO INSTALL NEW HANDICAP RAMP. 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 DETAILS. ENSURE 12"DIA. GALV. PIPE RAIL. SEE DETAILS. ENSURE SMOOTH TRANSITION WHERE NEW CONCRETE ABUTS EXISTING CONCRETE.

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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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AutoCAD SHX Text NEW ADA COMPLIANT AUTOMATIC DOOR OPENER. INSTALL ADA DOOR OPENER TO OPERATE AT 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 RIGHT 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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ALIGN EDGE OF NEW RAMP W/ EDGE OF EXISTING CONC. STEP.

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EXISTING CONC. STEP

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EXISTING CONC. STOOP

EXISTING CONC. SIDEWALK

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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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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" 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 " EXP. 12" EXP. JOINT

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

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EXISTING CONC. SIDEWALK

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HANDICAP RAMP BLDG 66

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PROJECT # 25M054CN

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CONTRACT # 25-0427

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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 66

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DETAILS

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

AutoCAD SHX Text A3

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AutoCAD SHX Text 1'

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

A3

CONCRETE SIDEWALK DETAILS1

4"

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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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OR

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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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HANDICAP RAMP BLDG 66

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PROJECT # 25M054CN

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CONTRACT # 25-0427

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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 66

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NOTES/DETAILS

AutoCAD SHX Text A5

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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"

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