Project Information

Bid Title

Orchard Park Restroom Roof Replacement Supporting Documentation: Special Provisions , Sample Agreement , Bid Schedule , CARB Form , Designation of Subcontractors

Issuing Agency

City of Oroville

Location

California

Published Date

Dec 22, 2025

Closing Date

Jan 20, 2026

Government Level

State & Local

Status

Closed

Ref. #

PW 26-42

Original Source

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Project Description

Specification #	Project Name	Link to PDF	Bids Due
PW 26-42	Orchard Park Restroom Roof Replacement Supporting Documentation: Special Provisions , Sample Agreement , Bid Schedule , CARB Form , Designation of Subcontractors	View Details	01/20/26

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SPECIAL PROVISIONS

ORCHARD PARK RESTROOM

ROOF REPLACEMENT PROJECT

SPECIFICATION NO. PW 26-42

Prepared By

:

Juan A. Martinez, Project Manager

Facilities Division, City of Oxnard

Reviewed By

:

Taylor Gambino, Senior Civil Engineer

Public Works, City of Oxnard

Reviewed By

:

Brandon Lopez, Parks Manager

Parks Division, City of Oxnard

Reviewed By

:

Steve Howlett, Assistant Public Works Director

City of Oxnard

Date

Date

Date

Date

SPECIAL PROVISIONS

CITY OF OXNARD

ORCHARD PARK RESTROOM

ROOF REPLACEMENT PROJECT

SPECIFICATION NO. PW 26-42

1000 GENERAL

PART 1 – LOCATION AND CONDITIONS

A. The Project is located at Orchard Park 2100 Edelweiss Street, Oxnard. The Structure was

constructed in 1981.

B. This Project includes the following documents which are incorporated into the Contract

Document by reference:

1. PW 26-42 Plans Signed 2025.10.20.pdf consisting of four (4) plan sheets depicting the

Project description, site details, and photographs.

The Plans and Specifications show conditions as they are supposed, or believed by the City to exist.

The City does not warrant the completeness or accuracy of such information. It is the Contractor's

responsibility to ascertain the existence of any conditions affecting the cost of the Work.

Bidders are required to conduct their own investigations as to the existing conditions affecting the Work

to be accomplished under the plans and specifications. If the Bidder chooses not to visit the site(s) or

conduct investigations, the Bidder will nevertheless be charged with the knowledge of conditions which

reasonable inspection and investigation would have disclosed.

All inquiries or questions regarding this Project are to be addressed to the City of Oxnard via

email to the Construction Project Coordinator at pw-publicprojects@oxnard.org.

PART 2 - DESCRIPTION

The Orchard Park Restroom Roof Replacement Project involves the removal and replacement of the

existing roof covering on the single-story public restroom facility at Orchard Park. The structure is

approximately 600 square feet (33 feet by 18 feet).

The existing flat roof design includes crickets that direct water toward two (2) side scuppers. However,

due to significant wear and deterioration of the roll roofing, active leaks have developed, resulting in

moisture damage to the soffit area - particularly affecting the 2x6 tongue-and-groove wood paneling

beneath the roof overhang.

The Project scope includes a full tear-off of the existing roofing system and installation of a new 3-ply,

torch-applied modified bituminous membrane roofing system. Work will also include as-needed repairs

to deteriorated plywood, fascia, and flashing, installation of new metal coping over exposed roof beams,

and repainting of all affected surfaces to match existing finishes.

1

2000 SCOPE OF WORK

The Scope of Work generally includes the following tasks as further described in these Special

Provisions:

1.1 REMOVAL OF EXISTING ROOF MATERIALS:

A. Remove existing roof membrane, metal coping, and flashing down to the wood surface,

ensuring proper disposal of all removed materials.

B. Expose the wood deck to inspect its condition for preparation to adhere to all

manufacturer guidelines.

C. To the best of the City’s knowledge based on building age, material, and tests on similar

structures, the park restroom roof does not contain any asbestos containing materials

(ACM).

1.2 PREPARATION OF ROOF DECK AND FASCIA BOARD REPAIRS

A. Thoroughly clean the wood roof deck, removing any dirt, debris, and contaminants to

ensure proper adhesion.

B. Inspect and repair damaged plywood sheathing, replacing any sections that are

weakened, warped, or unsuitable for re-roofing.

C. Replace dry rot fascia boards. The contractor shall use cedar, redwood, or applicable

hardwood rated for fascia board for any and all wood replacement.

D. Level the roof deck as necessary to create a smooth and even surface for proper slope

and drainage.

E. Maintain existing drainage slopes and when applicable to roof crickets directing water to

side scuppers.

F. Ensure the surface is clean, dry, and free of debris before applying roof deck primer.

G. Torch-down application and material installation shall comply with best practices

recommended by the CERTA (Certified Roofing Torch Applicator) program, as provided

by the National Roofing Contractors Association (NRCA), the Midwest Roofing

Contractors Association (MRCA), Asphalt Roofing Manufacturers Association (ARMA),

and the United Union of Roofers, Waterproofers, and Allied Workers.

H. All application procedures shall also comply with the safety standards outlined in NFPA

241, OSHA 29 CFR 1910, 29 CFR 1910.12, 29 CFR 1926.16, and 29 CFR 1926 Subpart

F.

1.3 TONGUE AND GROOVE WOOD PANELING REPAIRS IN SOFFIT:

A. Remove, replace, prime, and paint water damaged visible tongue and groove 2X6 soffit

underside boards.

B. T & G boards (2 x 6) shall be replaced/secured in kind and painted to match existing

wood species, dimensions, and orientation, as best as possible.

PW 26-42

2

1.4 INSTALLATION OF MODIFIED BITUMINOUS MEMBRANE TORCH-DOWN 3-PLY ROOFING

APPLICATION:

A. Furnish and install a new torch-applied, modified bituminous membrane roofing system

in accordance with manufacturer specifications and industry best practices.

B. Installation of modified bituminous membrane torch-down 3-ply roofing application:

C. Install a high-quality 3-ply torch-down installation over the prepared roof deck, ensuring

proper alignment, overhang, manufacturer recommended seam overlap and proper

coverage by providing a continuous layer across the entire deck.

D. Torch underside to melt the bitumen onto the roof deck. Installation crew shall adhere

to industry standard, manufacturer recommended application and safety standards.

1.5 METAL DRIP EDGE/COPING:

A. Install new galvanized steel coping (22-gauge min) along all perimeter edges with 2-inch

minimum drip edge along exterior side and shall have a minimum 2-inch overlap between

adjacent sections.

B. Install 2-inch metal coping over all beams (8X), ensuring each cap fits snugly along the

beams top surface to provide weather protection. Metal coping shall be secured using

roof screws or other fasteners to attach and secure the coping to the beam.

C. Joints or seams between the sections of coping, apply a bead of weatherproof sealant

to ensure a waterproof seal.

1.6 PLUMBING AND PENETRATION SEALING:

A. Repair or replace any broken vent piping; seal all plumbing and other roof penetrations

per the specifications outlined by the manufacturer, using approved materials.

B. Apply mastic as necessary to all damaged cap sheets, seams, and edges to ensure a

water-tight seal. Color to match or blend with new roofing material.

C. Seal any roof penetrations with high-performance/quality adhesives that can be used on

roof covering membranes, ensuring that all gaps are properly filled and sealed.

1.7 PRIME AND PAINT:

A. All new/replaced wood shall be prime and painted with exterior grade paint to match

existing dark brown-like paint color tone.

B. Mix and apply paint material as per manufacturer’s instructions.

C. Protect surfaces that will not be painted with drop cloths, masking tape, or heavy-duty

masking plastic.

D. Clean all surfaces thoroughly to remove dust, debris, and other contaminants.

E. Apply a high-quality, exterior-grade wood primer to all new wood surfaces, ensuring full

coverage on all edges and ends.

F. Allow primer to dry fully per the manufacturer’s recommendations.

PW 26-42

3

G. Apply two (2) coats of exterior-grade, weather-resistant paint in a color closely matching

the existing soffit finish.

H. Ensure proper drying time between coats for optimal adhesion and durability.

I. Immediately clean any spilled materials and avoid paint smears or splatters on adjacent

surfaces.

1.8 CLEAN-UP, FINAL INSPECTION, AND COORDINATION:

A. Protect adjacent landscaping, hardscape, and public areas throughout construction

activities.

B. Perform work in a manner that minimizes disruption to park users and maintains public

safety.

C. Coordinate all inspections and key Project milestones with the City’s Project Manager.

D. Promptly remove and legally dispose of all demolition and construction debris off-site.

E. Complete a final clean-up and site restoration to the satisfaction of the City.

F. Conduct a final inspection to verify that all work has been completed according to the

specifications.

2000-01 MOBILIZATION AND DEMOBILIZATION (BID ITEM #1)

PART 1 – GENERAL

1.1.

RELATED DOCUMENTS

A. Drawings and General Provisions of the Contract apply to this Section.

1.2

DESCRIPTION

A. MOBILIZATION - Mobilization shall consist of preparatory Work and operations,

including those necessary for the movement of personnel, equipment, supplies and

incidentals to the Project site; for the establishment of all temporary fencing, barricades

and facilities necessary for Work on the Project; and for all other Work and operations

which must be performed or costs incurred prior to beginning Work on the various

Contract items on the Project site.

B. DEMOBILIZATION - Following completion of all Contract Work, demobilization shall

include all activities and costs for transportation and removal of personnel, equipment,

and supplies not required or included in the Contract from the site, including the

disassembly, removal, and site cleanup of offices, all temporary fencing, barricades

and facilities assembled on the site specifically for this Contract.

PART 2 - MEASUREMENT AND PAYMENT

2.1 BID ITEM

Mobilization and Demobilization shall be paid per the Bid Sheets “Mobilization and

Demobilization” Bid Item at the Contract Unit Price per lump sum (LS), as shown in the

Bid. The total value for this item shall not exceed 5% of the Total Bid Price. Payment

shall be billed in the same percentage as WIP.

PW 26-42

4

Commodity Codes

• NAICS 238160Roofing Contractors

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