Attachment H CXT Restroom Installatoin Suggestions.pdf
PDF 2 MB Posted
- Solicitation number
- S-63400-00011346
- Issued by
- Tillamook County, Oregon
About this file
This document provides installation suggestions for a Denali Flush Restroom, a pre-fabricated restroom building offered by CXT, Inc. The document outlines the key measurements and weight of the building, as well as guidance on site access, placement, excavation and compaction, recommended lifting equipment, and utility connections. It specifies that the building should be placed on a compacted gravel base that extends at least 6 inches beyond the floor in each direction and is capable of supporting 1,500 pounds per square foot. The document also states that CXT can provide drawings of the recommended lifting/rigging arrangement and mechanical drawings showing the locations of utility stub-up areas and plumbing/electrical hookups. Licensed electricians and plumbers are recommended to handle the utility connections from the building to the customer-prepared utility access points.
The document does not contain information about pricing, set-asides, incumbents, funding requirements, or other contractual terms. It appears to be a technical guidance document rather than a solicitation or contract opportunity.
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Text version
606 N. Pines Road, Suite 202 Spokane Valley, WA 99206 800.696.5766 www.cxtinc.com
INSTALLATION SUGGESTIONS FOR
DENALI FLUSH RESTROOM
1.0 MEASUREMENTS
A. Building Check drawing for actual dimensions and weight.
Weight: 44,400 Width: 10’ 3” Length: 17’ 2” Height: 13’ 0”
2.0 INSTALLATION
A. Access to Site Should the customer feel that site is not accessible, it would be up to the customer to contact CXT®. A determination of changes and accessibility should be made at least 30 days prior to delivery date. Delivery to site is made on semi-trucks and specialized trailers. If at the time of delivery conditions of access are hazardous or unsuitable for truck and equipment due to weather, physical constraints, roadway width or grade, the building must be off-loaded to a storage area until the site is made accessible. In any such case, additional costs for cranes, trucking, etc. will be charged to the account of the customer.
B. Placement The floor of the building should be the high spot of the chosen site. Finished floor elevation should be 3-6” above the natural grade level with pathway slopes up to meet the entryway.
C. Excavation and Compaction The base area for the building should extend beyond the floor by at least 6” in each direction.
Excavation of the area must be large enough and deep enough to accommodate the base area. Water, sewer, electrical, etc. lines need to be placed before base material is added and compacted. See drawings for placement of utilities. Exact locations and pad dimensions for your specific building will be sent during the submittal process.
Compact the bottom of the area prior to placing base material. A minimum of 6” of a compacted ¾” minus angular gravel material (i.e., road base) should be used as the base material. The material should be placed level and compacted in two lifts of 3” each to support a minimum of 1500 pounds per square foot. The base material must be confined to prevent washout erosion or any other undermining. This base will provide support, leveling, and drainage. The base also limits frost action.
Should the customer desire to pour a concrete pad or apron around the Denali facility after it is placed, the compacted gravel pad should be extended in each direction to support the Denali facility and concrete apron on the same density and composition of base material.
Denali Flush Restroom Installation Rev. 0-10/12/2021
D. Recommended Lifting Equipment
CXT can provide a drawing of the recommended lifting/rigging arrangement. Crane of appropriate capacity to lift and place building (40,100 lb.) onto designated site.
E. Utility Connection
Mechanical drawings can be provided showing locations of stub up area and plumbing and electrical hook-ups.
Utilize a licensed electrician and plumber to hook up all electrical and plumbing utilities from building section to building section and from the building itself and the stubbed-up utilities that came up through the customer prepared gravel pad.
FOR
REFERENCE
ONLY
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