Atch 4 Specifications.pdf
PDF 216 KB Posted
- Attached to
- GAOA Concrete Vault Toilet Installation
- Solicitation number
- 1240BH26Q0033
About this file
This is a Specifications document for a federal construction contract to install five unisex concrete vault toilets across three Ranger Districts.
The project requires installation of single vault toilets with specific configurations: barnwood exterior finish, full screen enclosure, simulated wood shake roof, dark brown concrete color, unisex ADA signage, and vent screens. Three toilets will be right-handed (Benchmark Airstrip, Ron Janicula TH, and Highwood Cabin) and two will be left-handed (Park Lake Day Use and Park Lake CG). The contractor must submit product data including construction details, material descriptions, component dimensions, and finish specifications for contracting officer approval within a minimum of 5 working days from Government receipt. All installations must comply with vault toilet manufacturer instructions and ADA accessibility requirements for access routes. At Park Lake Day Use, where existing asphalt borders the installation site, the contractor is responsible for providing finished accessible concrete surfaces and any necessary grading or flatwork to create a proper transition into the facility. Excavation work includes conducting utility locates prior to digging, with equipment capable of excavating 5-foot holes in mountainous terrain at locations staked by the Contracting Officer's Representative. The contractor must pump and dispose of existing toilet systems at approved offsite locations in compliance with local, state, and federal regulations, maintain site safety during open excavations, perform daily site cleanup, and restore natural surface contours before final Government acceptance. All excess materials, waste, and rubbish must be removed from the site before project completion.
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Other files
| File | Type | Posted |
|---|---|---|
| Atch 6 Wage Determination.pdf | ||
| 1240BH26Q0033 GAOA Concrete Vault Toilet Installation.pdf | ||
| Atch 5 Drawings.pdf | ||
| Atch 2 Schedule of Items.pdf | ||
| Atch 3 Statement of Work.pdf |
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Text version
SPECIFICATIONS
SECTION 01 33 00 – SUBMITTAL PROCEDURES
PART 1 – GENERAL
1.01 PROCEDURES FOR SUBMITTALS
A. Reviewing, Certifying, Approving Authority: Contractor shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements.
B. Scheduling: Allow review period, beginning with receipt by approving authority that includes at least 5 working days for submittals for contracting officer approval. Period of review for submittals with contracting officer approval begins when Government receives submittal from contractor. Period of review for each resubmittal is the same as for initial submittal.
C. Variations: Variations from contract requirements require Government approval pursuant to contract Clause entitled “FAR 52.236-21, Specifications and Drawings for Construction” and will be considered where advantages to government.
D. Submittal Schedule:
SECTION DESCRIPTION SUBMITTED APPROVED
33 36 00-1.02A Vault Toilets (5)
END OF SECTION 01 33 00
SECTION 01 74 00 – TOILET DISPOSAL AND SITE CLEAN UP
PART 1 – GENERAL
1.01DISPOSAL
A. Pumping and Disposal of existing toilets:
a. Contractor shall pump toilets immediately prior to disposal.
b. Contractor shall remove and dispose of the existing toilet systems.
c. Waste materials generated from the disposal shall be disposed of at the contractor’s expense in accordance with all local, state and federal regulations at an approved offsite location.
d. While excavations are open during construction, contactor shall provide guards and/or other protection necessary to protect public from the tripping/falling hazard.
1.02CLEAN UP
A. The contractor shall keep the work site free from accumulation of waste materials and rubbish resulting from the work. Clean areas daily as required to maintain a safe working site.
Concrete Vault Toilet Installations SPECIFICATIONS May 14, 2026
B. The contractor shall minimize disturbance to the area and perform site work necessary to restore natural surface contours impacted from work.
C. Before final acceptance of the project by the Government, the contractor shall remove from the site all excess material, waste, and rubbish resulting from this work.
END OF SECTION 01 74 00
SECTION 33 36 00 – CONCRETE VAULT TOILET
PART 1 – GENERAL
1.01SUMMARY
A. Work includes the installation of five (5) unisex concrete vault toilets.
a. Each toilet will be installed at different sites across three different Ranger Districts.
1.02SUBMITTALS
A. Product Data: For the vault toilets indicated, include construction details, material descriptions, dimensions of individual components and profiles, and finishes.
PART 2 – PRODUCTS
2.01CONCRETE VAULT TOILETS
A. Specifications;
a. Type: Single Vault Toilet
b. Exterior: Barnwood Look
c. Screen:Full Screen
d. Roof: Simulated Wood Shake Roof
e. Color: Dark Brown Concrete
f. Signage: Unisex - ADA
g. Vent Screen: Required – Installed over vent
h. Floor Plans:
i. Benchmark Airstrip: Right-Handed
ii. Ron Janicula TH: Right-Handed
iii. Highwood Cabin: Right Handed
iv. Park Lake Day Use: Left-Handed
v. Park Lake CG: Left-Handed
PART 3 – EXECUTION
3.01INSTALLATION
Concrete Vault Toilet Installations SPECIFICATIONS May 14, 2026
A. General: Comply with vault toilet manufacturer’s written installation instructions applicable to products and applications indicated unless more stringent requirements apply.
B. Grades of access route immediately serving the vault toilet shall comply with ADA requirements.
C. Park Lake Day Use Toilet: Asphalt paving borders the existing toilet. It is anticipated the new toilet installation will either damage the existing asphalt surfaces or require installation of additional concrete flatwork to provide an accessible transition from the existing asphalt surface into the restroom. All concrete, grading, and/or other work required to provide a finished accessible concrete surface into the new restrooms is the contractor’s responsibility. See drawings for details.
END OF SECTION 33 36 00
SECTION 33 36 50 – EXCAVATION
PART 1 – GENERAL
1.01SUMMARY
A. Work includes excavation, backfill, and any site work required for vault toilet installation.
1.02SUBMITTALS
A. NA
PART 2 – PRODUCTS
2.01EQUIPMENT
A. General: Contractor shall supply equipment necessary to excavate the hole necessary to receive the new vault toilet. Equipment shall be capable of digging a 5 foot hole in the top of a mountain.
PART 3 – EXECUTION
3.02INSTALLATION
A. Contractor is responsible to conduct a utility locate prior to excavation.
B. Excavate new hole at location staked by COR. Excavation shall comply with vault toilet manufactures installation instructions.
END OF SECTION 33 36 50
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