25-0445 G640 CONCRETE LANDSCAPE BEDS - SOW.pdf

CONTRACT #

PROJECT # 25M069CN

MACC # 25-0445

MAXIMO # 5333234

TITLE: G640 CONCRETE LANDSCAPE BEDS

ATTACHMENTS:

Area Map Page 1 Overhead of G640 Chow Hall Page 2 Photo: Front Landscaping Bed Page 3 Photo: Side Landscaping Bed Page 4

SCOPE OF WORK

General description:

The contractor shall remove the Four [4] existing Landscaping Beds around G640 [Page 2-4], properly dispose of all remaining vegetation and debris., and fill with concrete. The contractor shall provide suitable construction barrier to protect the existing glass walls and front entry glass doors during construction activities. Work is located on Camp Lejeune, and is to be accomplished on Camp Geiger, Bldg. 640 [Mess Hall], situated on Sixth and ‘E’ Street [Page 1-2]. Current contract is in progress at G640 South End by 7th Street. Contractor to co-ordinate with the ROICC Office CM/ET for access at south end.

Specifications and General Note:

Concrete Pad/Fill Dimensions of the Four [4] Landscaping Beds:

- The Two [2] Front beds are Approximately 15’ X 55’

- The Two [2] Side beds are Approximately 15’ X 26’

1. Locate all utilities before commencing excavation.

2. The Contractor shall remove and properly dispose of the Four [4] existing Landscaping Beds [Page 1-3], and all debris to include but not limited to – 4”x4” wooden borders, any rebar/nails, vegetation, geo-textile, non-organic material, etc., in all areas below new concrete pads, to a depth of no less than twelve inches [12”], from existing concrete foundation [Page 2-3].

3. Grade, install and compact in six [6”] inch lifts. Mechanical Compacted Gravel shall be at 95% compaction.

4. Utilize the existing grade and adjacent concrete elevation to establish new concrete elevations.

5. Concrete shall be four inches [4”] thick, a minimum of 3,000-PSI with a maximum 4-inch slump.

6. The new surface[s] shall have a finish in accordance with ACI 301 section 5 for a broomed finish. Provide curing and protection in accordance with ACI 301 section 5 unless otherwise specify. Provide testing and quality control in accordance with ASTM C172/C172M. The only means the contractor shall add water on the concrete for finishing is with fog spray or wet burlap.

7. Manual hand tool control joints shall be spaced evenly, not to exceed fifteen feet [15’], and tooled into the concrete within cure time of concrete being poured.

8. The contractor shall dowel new slab to existing slab five feet [5’] on center, and one foot [1’] from each corner.

9. The Contractor shall provide to the Government Project Quality Control Manager all crushed stone delivery tickets at the end of each working day to track the weight of all crushed stone delivered to each site.

10. Measurements and quantities furnished are for reference only. The contractor is responsible for actual field verification prior to bidding and ordering material during every step of construction for existing surface dimensions and conditions.

11. Any disturbance to surrounding vegetation during mobilization, construction and demobilization SHALL be restored, repaired or replaced using SOD.

12. The work site must be scheduled. POC for scheduling this area for work is Mr.

Terry Castleberry at (910) 451-6270 or (910) 554-9145.

SUBMITTALS: See submittal registry

SPECIAL CONDITIONS:

1) All work-related issues and concerns must be coordinated through the Resident Officer in Charge of Construction (ROICC Office CM & ET).

2) Any changes to this project or deviation from this scope of work or specifications must be approved by the Contracting Officer (KO).

3) The Funding Customer for this project is: Public Works Dept., Bldg. 1005, Camp Lejeune.

4) The Point of Contact at Public Works is: John “Frankie” Winberry at john.f.winberry@usmc.mil - Office (910) 451-0877, Cell 910-545-9253.

All measurements furnished in this scope of work are “approximate” and are for reference only. Actual precise measurements shall be field verified by the contractor.

The Government Project Manager for this project is: James Muston, Public Works Division/Operations, (910) 450-2084, james.muston@usmc.mil.

Contractor is responsible for locating any utilities prior to digging.

The P.O.C.'s have no authority to alter the scope of work after the project has been awarded.

Make arrangements with the Points of Contacts at the Pre-Con. meeting and / or one week prior to the project start date to coordinate accordingly so that work can commence.

OTHER POINTS OF CONTACT ARE:

1. Terry Castleberry, Maintenance QA/ Base Food Service, (910) 451-6270 / (910) 554-9145 terry.castleberry@usmc.mil.

2. Base Provost Marshall’s Office (PMO), 451-3004/3005, prior to detouring or re-routing traffic.

GREATER

SANDY RUN

AREA

Camp Geiger

MAINSIDE

CAMP LEJEUNE

VERONA

LOOP

Work Site Location Camp Geiger

Prepared: May 2025 Author: James Muston

Organization: Public Works/Ops

Project# 25M069CN

MACC 25-0045

G640 Landscape Bed Removal and Concrete Fill

Camp Geiger MCB Camp Lejeune, NC

Camp Geiger

G640 Mess hall

5333234 G640 Geiger Chow hall Remove Landscape Beds Fill with Concrete

Landscape Beds

FRONT LANDSCAPE BEDS

SIDE LANDSCAPE BEDS