00017015 Specifications.docx

OR 140: Culvert Repair Project, MP 50.40 to MP 72.14

ATTACHMENT B

SPECIAL PROVISIONS AND SPECIFICATIONS FOR

OR 140: CULVERT REPAIR PROJECT, MP 50.40 TO MP 72.14

SCOPE

The work to be done under this Contract, on OR 140 (Klamath Falls to Lakeview Highway) consists of supplying the materials, equipment, labor, and incidentals required to perform the following tasks as described in the Contract plans and specifications:

· Provide Work Zone Traffic Control

· Construct Temporary Water Management Facility as needed

· Clean and CCTV multiple culverts

· Install multiple CIPP liners

· Perform additional and incidental work as called for by the Contract plans and specifications and as directed.

The locations are as follows, OR140:

PROJECT INFORMATION

General information pertaining to this project may be obtained from the following:

Scotty Freitas MBM/MCM Project Manager – Klamath Falls 2557 Altamont Drive Klamath Falls, OR. 97603 Phone: (541) 883-5538 Email: Scotty.Freitas@odot.oregon.gov

APPLICABLE STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS

STATE OF OREGON GENERAL CONDITIONS FOR PUBLIC IMPROVEMENT CONTRACTS: In addition to the solicitation laws and rules, this ITB and the resulting Contract are governed by the STATE OF OREGON GENERAL CONDITIONS FOR PUBLIC IMPROVEMENT CONTRACTS, January 1, 2012, Edition (“General Conditions”) which, although not physically attached, are incorporated herein by reference as an Attachment with the same force and effect as though fully set forth herein. The General Conditions can be obtained from the Department of Administrative Services, 1225 Ferry Street SE U140, Salem, OR 97301-4285, by telephone (503) 378-4642 or online at:

https://www.oregon.gov/das/Procurement/Guiddoc/GenCon4PI.pdf

2024 OREGON STANDARD SPECIFICATIONS FOR CONSTRUCTION: The 2024 Oregon Standard Specifications for Construction (Standard Specifications) include detailed technical specifications in Parts 00200 through 03000 inclusive (Technical Specifications) that apply to this ITB and the resulting Contract. Some sections of the Technical Specifications are identified and modified herein, Special Provisions and Specifications. Sections of the Technical Specifications not modified remain applicable to the Contract according to their original terms. Unless they are identified herein, Special Provisions and Specifications, sections of the Standard Specifications in Part 00100 (General Conditions) are not applicable to this Contract. Bidders can also access this information at the following Internet address:

https://www.oregon.gov/odot/Business/Specs/2024_STANDARD_SPECIFICATIONS.pdf

Silence of Specifications: The apparent silence of the Specifications as to any detail, or the apparent omission of a detailed description concerning any point, shall be regarded as meaning that the highest value commercial practices are to prevail and that only materials and workmanship of first quality are to be used.

PROFESSIONAL OF RECORD CERTIFICATION

The following Special Provisions were prepared and/or reviewed by the Engineer whose professional seal appears below. These Specifications are not valid unless the appropriate signed seal appears below and shall not be modified without the approval of the Engineer.

Oregon Department of Transportation Special Provisions For

OR 140: CULVERT REPAIR PROJECT, MP 50.40 TO MP 72.14

PROFESSIONAL OF RECORD CERTIFICATION(s):

Seal w/signature

I certify the Special Provision Section(s) listed below are applicable to the design for the subject project. Modified Special Provisions were prepared by me or under my supervision.

SECTION: 00210, 00220, 00290, 00410, 00412, 00413, 00415, 00416, 00445, 00490.

Date Signed: 5/4/2026

SECTION 000210 - MOBILIZATION

Comply with Section 00210 of the Standard Specifications.

SECTION 00220 - ACCOMMODATIONS OF PUBLIC TRAFFIC

Comply with Section 00220 of the Standard Specifications modified as follows:

Add the following subsection:

00220.40(e)(1) Closed Lanes - Replace this subsection, except for the subsection number and title, with the following:

One Traffic Lane may be closed on the Klamath Falls to Lakeview Highway (OR 140) when allowed, shown, or directed during the following periods of time except as indicated in 00220.40(e)(2):

· Lane closures resulting in a single lane of two-way traffic controlled by flaggers are allowed anytime to maximum length of closure to one mile.

SECTION 00221 – COMMON PROVISIONS FOR WORK ZONE TRAFFIC CONTROL

Comply with Section 00221 of the Standard Specifications.

SECTION 00222 – TEMPORARY TRAFFIC CONTROL SIGNS

Comply with Section 00222 of the Standard Specifications.

SECTION 00223 - WORK ZONE TRAFFIC CONTROL LABOR AND VEHICLES

Comply with Section 00223 of the Standard Specifications.

SECTION 00280 – EROSION AND SEDIMENT CONTROL

Comply with section 00280 of the Standard Specifications

SECTION 00290 - ENVIRONMENTAL PROTECTION

Comply with Section 00290 of the Standard Specifications modified as follows:

00290.50 Protection of Cultural Resources – Replace the paragraph that begins “Comply with all Laws…” with the following paragraph:

Comply with all Laws governing preservation of cultural resources. Cultural resources include, but are not limited to:

Historic buildings (i.e. typically 50 years of age and older) Historic structures (i.e. bridges) Sites (i.e. sites with artifacts) Objects (i.e. monuments) Districts (i.e. historic districts, or linear historic districts like historic roads).

Replace the paragraph that begins “If cultural resources are…” with the following paragraph:

If cultural resources not previously identified in preconstruction are encountered on the Project area or in material sources, and their disposition is not addressed in the Special Provisions, do the following:

00290.51 Protection of Sensitive Cultural Sites - Add the following to the end of this subsection:

There are sensitive cultural sites or areas of high probability for cultural resources on this Project. At the time of preparation of the Plans, 1 site was identified.

The Region Environmental Coordinator for this Project is Kevin Halesworth.

The Agency Archaeology Representative for this Project is Roy Watters.

The Archeological Monitor for this Project is Brian Lane.

The Engineer for this Project is:

Wade Holaday, PE

(971) 345-1919 wade.holaday@odot.oregon.gov

All contact with the Agency Archaeology Representative and the Region Environmental Coordinator shall be through the Engineer.

Notify the Engineer at least 14 Calendar Days prior to beginning ground disturbing activities to discuss sensitive cultural sites on the Project.

Archaeological Monitors are required to be on-site during all ground‑disturbing activities at Mile Point 68.08 of this Project, unless otherwise notified.

00290.90 Payment - Add the following paragraph(s) to the end of this subsection:

Payment will be under separate contract.

SECTION 00410 - REHABILITATE EXISTING PIPE

Section 00410, which is not a Standard Specification, is included in this Project by Special Provision.

Description

00410.00 Scope ‑ This Work consists of rehabilitating existing pipes according to Section 00412, Section 00413, or Section 00414, as indicated in Table 00410-1 as shown and selected.

00410.01 Installation Options ‑ Choose one of the approved rehabilitation methods indicated in Table 00410-1.

00410.02 Submittals ‑ Submit a pipe rehabilitation summary indicating which method is selected for each location/station as indicated in Table 00410-1. Submit required documentation according to Section 00412, Section 00413, or Section 00414, for the renewal methods indicated in Table 00410-1.

Materials

00410.10 General ‑ Furnish Materials according to Section 00412 or Section 00413 as indicated in Table 00410-1 and selected.

00410.13 Location ‑ Rehabilitate existing pipe(s) according to Table 00410-1:

Table 00410-1

(Dia.)

(Rise x Span) (Inches) Specification Section(s) Allowed

Construction

00410.40 General ‑ Construct pipe rehabilitation according to Section 00412 or Section 00413 as indicated in Table 00410-1 and selected.

Measurement

00410.80 Measurement ‑ The quantities of Work performed under this Section will be measured according to the following:

(a) Rehabilitate pipe ‑ The quantities of installed cured-in-place pipe (CIPP) liners will be measured on the length basis. The length will be measured, with no deduction for Structures or fittings, along the pipe flow line from center to center of manholes, inlets, Structures, special sections, or the ends of pipe, whichever is applicable.

(b) Service Line Reconnections ‑ The quantities of service line reconnections will be measured on the unit basis, regardless of size.

Payment

00410.90 Payment ‑ The accepted quantities of Work performed under this Section will be paid for at the Contract unit price, per unit of measurement, for the following items:

Pay Item Unit of Measurement

In item (a), the diameter of the host pipe will be inserted in the blanks.

Payment will be payment in full for furnishing and placing all Materials, and for furnishing all Equipment, labor, and Incidentals necessary to complete the Work as specified.

SECTION 00412 - CURED-IN-PLACE PIPE LINING

Comply with Section 00412 of the Standard Specifications modified as follows:

00412.01 Submittals ‑ Add the following paragraph before the sentence beginning “Upon liner system…

Submit the following for approval according to 00150.37 at least 10 Calendar Days before ordering tube(s):

· Verify Pipe length, rise and span, for each installation according to Section 00415 and include the corresponding tube size that will be ordered for each installation according to 00412.10. Do not order Material(s) until approval has been received.

00412.02 Design Parameters - Add the following to the end of this subsection:

Groundwater Elevation above invert N/A

00412.71 Post Installation Video Inspection ‑ Replace this subsection, except for the subsection number and title, with the following:

After installation of the CIPP perform a post-installation video inspection of the pipe according to Section 00415.

00412.80 Measurement ‑ Replace this subsection, except for the subsection number and title, with the following:

CIPP Liner and Service Line Reconnections will be measured according to 00410.80.

00412.90 Payment ‑ Replace this subsection, except for the subsection number and title, with the following:

CIPP Liner and Service Line Reconnections will be paid for according to 00410.90.

SECTION 00413 - GRP CURED-IN-PLACE PIPE LINING & UV CURE

Comply with Section 00413 of the Standard Specifications modified as follows:

00413.01 Submittals ‑ Add the following paragraph to the end of this subsection:

Submit the following for approval according to 00150.37 at least 10 Calendar Days before ordering tube(s):

Verify Pipe length, rise and span, for each installation according to Section 00415 and include the corresponding tube size that will be ordered for each installation according to 00413.10. Do not order Material(s) until approval has been received.

00413.02 Design Parameters - Add the following to the end of this subsection:

Groundwater Elevation above Invert N/A

00413.80 Measurement ‑ Replace this subsection, except for the subsection number and title, with the following:

CIPP Liner will be measured according to 00410.80.

00413.90 Payment ‑ Replace this subsection, except for the subsection number and title, with the following:

CIPP Liner will be paid for according to 00410.90.

SECTION 00415 - VIDEO PIPE INSPECTION

Replace Section 00415 of the Standard Specifications with the following:

Description

00415.00 Scope ‑ This Work consists of inspecting pipes by video accompanied by a recorded narrative and written report of the findings.

Equipment

00415.20 Mainline Inspection Equipment ‑ Use the following Equipment unless otherwise approved.

(a) Video Camera ‑ Use a digital color video camera with the ability to rotate 360 degrees, tilt to a 90-degree angle to the axis of the pipe and a zoom ration of at least 40:1. A light source that provides a clear image of the full pipe circumference and all areas of concern. Provide a camera and lighting system capable of operating in 100% humidity conditions.

(b) Transporter ‑ Use an all-wheel drive or track mounted transporter capable of inspecting pipes ranging in size from 12 to 60 inches and does not obstruct the camera view. A vertical and horizontal adjustable camera to maintain the camera along the approximate center of the pipe at all times. The transporter will have an adjustable operating speed while recording not to exceed 30 feet per minute.

(c) Recording Device ‑ Provide a device capable of recording video with the pipe identification, a remote meter counter displaying length along the profile in tenths of feet and indicating the camera’s position from the starting point. Calibrate the meter counter to be accurate within 0.5 percent over the length of pipe being inspected. The device must be capable of recording a digital video with a minimum resolution of 720 x 480.

Construction

00415.40 Video Inspection:

(a) Notice and Access ‑ Notify the Engineer a minimum of 48 hours before beginning cleaning or video inspection. Allow the Engineer access at all times, to observe the video monitor and all other operations.

(b) Cleaning ‑ Clean the pipe by removing all debris, sediment, and other accumulated material that would adversely impact the liner installation and function. Remove and dispose of all debris according to 00290.20.

00415.41 Liner Pre Installation Video Inspection ‑ Perform a pre-installation video inspection 5 Calendar Days before beginning Work. Begin Inspection at one end of the pipe and proceed through the entire pipe length at a speed not greater than 30 feet per minute. Move the camera through the pipe and provide a continuous 360 degree pan of each pipe joint. Stop and record all cracks, deformities, and defects to document the pipe condition, including the location of all lateral connections to the mainline.

Provide a verbal narrative on each video inspection recording. Include the company name, operator’s name, date and time of the inspection, site location, description of the pipe type, size and length, and direction of travel. As part of the recorded audio portion of the video, include a description of all observed defects, deformities, location of lateral connections and locations where digital photographs are taken.

If, during the inspection operation, the camera will not pass through the entire segment, set up Equipment so that the inspection can be performed from the opposite access point back to the obstruction.

(a) Mainline Inspection Use video inspection equipment meeting the requirements of 0415.20. Each video inspection will display and record an on-screen header containing location, pipe type, size, date and time of inspection, direction of travel, distance and owner.

00415.42 Liner Post Installation Video Inspection ‑ Perform post construction video inspection according to 00415.40 and 00415.41.

Finishing and Cleaning Up

00415.70 Video Inspection Recording and Written Inspection Report ‑ Furnish two copies of all preconstruction and post construction inspection video and reports within three Calendar Days after completing the inspections. If inspection video or audio recording quality is poor, the Engineer has the right to reject the recording and request new video inspection at no additional cost to the Agency.

(a) Inspection Report ‑ Provide an inspection report that includes each defect, deformity, and joint along with the distance from the inspection starting point. Provide still digital images in the report along with a reference and description of each defect, deformity and joint.

00415.71 Corrections to Deficiencies in Work ‑ Submit a repair plan to the Engineer for approval of all detrimental pipe deficiencies that are revealed in the recording and written report. Repair all deficiencies within 48 hours after receiving notification. Re-perform the video inspection, submit the new video, and update the written report at no additional cost to the Agency.

Measurement

00415.80 Measurement ‑ The quantities of Work performed under this Section will be measured according to the following:

(a) Mainline Video Inspection ‑ Mainline video inspection will be measured on the length basis. The length will be measured, with no deduction for Structures or fittings, along the pipe flow line from center to center of manholes, inlets, special sections, or the ends of pipe, whichever is applicable. Pipes with sloped ends will be measured from the top of the sloped end section.

Payment

00415.90 Payment ‑ The accepted quantities of Work performed under this Section will be paid for at the Contract unit price, per unit of measurement, for the following items:

Pay Item Unit of Measurement

(a) Mainline Video Inspection Foot

Payment will be payment in full for furnishing all Equipment, labor, and Incidentals necessary to complete the Work as specified.

SECTION 00416 – THERMO-FORMED PIPE

Description

00416.00 Scope - This Work consists of rehabilitating existing pipes by furnishing and installing folded polyvinylchloride (PVC) Thermo-Form Pipe (TFP) liners as shown.

00416.01 Submittals - Submit the following 10 Calendar Days before the preconstruction conference. Provide the information into the category breakdown as shown below:

Certification by the lining system manufacturer that the installer is licensed and certified as competent to perform the Work.

Documentation showing the installer meets the qualifications required in 00416.30, A list of key qualified personnel, including the supervisor or a manufacturer’s representative who will supervise the TFP liner Work. Provide emergency and 24-hour contact information.

Manufacturer's technical data on the TFP liner material composition, cell classification, physical properties and dimensions of the pipe liner. Include manufacturer's recommendation for handling, storage, safety data sheets, installation, curing, finishing, and repair of a damaged liner.

Independent third-party certification of test results confirming that the TFP liner system meets the ‘Significance and Use’ requirements and structural properties in accordance to ASTM F1504 OR ASTM F1871 and 00416.10. Provide certification and accreditation of the independent third-party laboratory.

Field sampling and testing plan for physical properties according to ASTM F1947 OR ASTM F1867. Provide certification that the independent third party laboratory has the appropriate accreditation for each specified tests to be performed.

Detailed installation plan describing project staging, water containment and disposal plan, and the manufacturer’s standard procedures for liner installation. Include allowable pulling forces, installation pressures, allowable curing temperatures, and temperature monitoring plan.

Contingency repair plan including methods, materials and equipment to be used to repair or replace unacceptable liner defects as identified in Section 00416.75.

· End seal material to be used, and method of installation. Hydraulic cements and quick-set cement products are not acceptable.

· Stamped design of the proposed liner according to 00150.35 and 00416.02

Submit the following for approval according to 00150.37 at least 10 Calendar Days before ordering tube(s):

Verify Pipe length, rise and span, for each installation according to Section 00415 and include the corresponding tube size that will be ordered for each installation according to 00416.10. Do not order Material(s) until approval has been received.

00416.02 Design Parameters - Use the following design parameters for a fully deteriorated gravity pipe design:

Condition Parameter

Materials

00416.10 Liner Properties – Fabricate liner to a size that when installed, conforms to the internal circumference and length of the host pipe and meets the following requirements:

· Do not exceed a liner size greater than 48 inches in diameter.

· Fabricated to withstand pulling and installation forces.

· Capable of inserting through pipeline bends in host pipe without splitting, rupturing or wrinkling of pipe liner material.

· Fit tightly against the inside wall of the host pipe, provide continuous lining, be locked into the joints of the host pipe, and have distinct dimples at the locations of existing service connections to the host pipe.

· The TFP liner shall be marked at maximum 5-foot intervals indicating; ASTM D-1784 cell classification; manufacturer’s name; nominal outside diameter; SDR; and the designation, “Specification ASTM F1504” OR “Specification ASTM F1871”. Each production lot will be uniquely coded.

· Furnish the TFP liner made from a PVC compound that meets or exceeds the physical property requirements in ASTM F1504 or ASTM F1871 and meets the minimum physical properties of ASTM D1784 as follows:

The impact strength of the rounded pipe and the minimum pipe stiffness shall not be less than the values referenced in: ASTM F1504 Table 2 and Table 3 PS-1 OR ASTM F1871 Table 1 and Table 2 PS when tested in accordance with test methods D2444 and D2412.

00416.13 Delivery and Storage – Deliver and store all TFP product materials according to the manufacturer’s recommendations and accompanied by the material safety data sheets. Use tubing material that is homogenous throughout, free from tears, holes, cracks, foreign materials and other surface defects.

Labor

00416.30 Personnel Qualifications - Provide installers who:

Currently certified or licensed by the manufacturer of the liner product system in TFP work to be used on the Project.

Have five years of active documented experience in the installation of PVC TFP.

Installed at least 5,000 feet of liner ranging from 8 inches to 48 inches in diameter.

Provide a supervisor for the TFP installation who is assigned to the Project full time during the installation work and has supervised at least 10,000 feet of TFP.

or Provide manufacturer’s representative with at least five years’ experience with TFP installation in pipes and has installed at least 10,000 feet of TFP. The Contractor is responsible to ensure the manufacturer’s representative is on-site during the initial installation of each culvert.

Construction

00416.40 General - Handle and store all liner material to ensure that the material is not torn, cut, or otherwise damaged. Before installing the liner:

Verify the liners condition with the Engineer. If any part of the liner material becomes torn, cut, or damaged before or during insertion, repair or replace the liner at no additional cost to the Agency before proceeding further.

00416.41 Pipe Cleaning - Clean the pipe by removing all debris, sediment, and other accumulated material. Do not use chemicals without the written approval of the Engineer. Remove and dispose of all debris according to 00290.20.

00416.42 Pre-Installation:

(a) Video Pipe Inspection - After cleaning the pipe, perform a pre-installation video inspection according to Section 00415, five Calendar Days before beginning pipe lining Work.

(b) Pre-Installation Point Repairs - If pre-installation video inspection reveals obstructions, reduction in cross-sectional area, sags, previous repairs, or any structural defects in the pipe not shown on the Contract documents, submit a point repair plan to the Engineer for approval. All point repairs must restore the host pipe to a condition suitable for TFP lining.

Approved point repairs to restore the host pipe suitable for TFP lining will be paid for according to 00195.20.

00416.43 Installation - Install the liner system according to ASTM F1947 or ASTM F1867 and the manufacturer’s recommendation.

(a) Liner Insertion - Cover or wrap the edge of the entrance to the host pipe so as to prevent damage to the pipe liner.

Attach the liner securely to a constant tension winch and pull into place directly from the spool. Provide a dynamometer on the winch to monitor the pulling force. Do not exceed the manufacturer’s recommendations for pulling forces (tension) and speed.

(b) Expansion and Curing - Provide temperature and pressure gauges at the insertion and termination points to monitor internal conditions.

Allow the formed pipe to cool to a temperature below 100°F before relieving the pressure required to hold the PVC pipe against the host pipe wall. After the pipe has cooled down, trim the liner to length allowing for possible shrinkage during further cooling.

The cured liner shall be continuous over the entire length of an installation run and free from visual defects such as foreign inclusions, visible cracks, holes, tears, and wrinkles at any location.

Finishing, Cleaning Up, and Testing

00416.70 General – Complete the pipe inspection with a CCTV crawler, in accordance to 00415, after the liner has been cured and cooled to below 90ﹾ F. A digital recording of the inspection shall be provided to the Engineer.

Verify the lining is impervious and free of any leakage from water infiltration into the lined pipe or exfiltration from the lined pipe.

Reconnect existing active service connections from the interior of the pipe by means of a television camera and a remote control cutting device unless otherwise approved by the Engineer.

Remove any temporary dams or filtration measures after Work is complete and pipe is clean and restored.

00416.71 Post Installation Video - After installation of the TFP and reconnecting any service connections perform a post-installation video inspection of the pipe according to 00415.

00416.72 Material Sampling and Testing – Obtain a rounded field sample taken at the insertion or termination point by installing the PVC TFP into a mold pipe. The field sample shall be of like diameter to the host pipe and should be a minimum of one diameter in length. Perform material testing according to ASTM F1947 Section 7 or ASTM F1867 Section 7 and:

Individually label and log each field sample with the following information:

Project name Name of Contractor Sampler’s name Sample number Date and time of sample Initial cure start date and time Liner installation date Name and location of third party laboratory

Flexural properties must meet or exceed the values according to Section 00416.10.

00416.75 Contractor Warranty - The Contractor unconditionally warrants to the Agency the product and installation under this Section against failure, according to this Subsection and 00170.85(b)(1).

"Unconditionally warrant" means that the warranty covers all failures, regardless of the source or cause of the failure, including, without limitation, whether the source or cause is or may be related to workmanship, inspection, or choice of materials.

The Agency inspection of any portion of the Work during the Contract and during the product installation, the Agency acceptance of the Work, corrections under the warranty, or expiration of the warranty shall not relieve the obligations under this warranty.

(a) Warranty Period - The warranty period shall be for 1 year.

(b) Failure - For purposes of the warranty, failure is defined as one or more of the following:

Holes, visible cracks tears or gouges.

Foreign inclusions and wrinkles at any location.

Leakage of water through the liner.

Separation of the liner from the host pipe.

Not meeting the minimum physical properties of ASTM D1784 according to 00416.10.

Not meeting the minimum material testing according to ASTM F1947 Section 7 or ASTM F1867 Section 7

(c) Remedy - Upon notification by the Engineer of defective work and materials provide the following remedy at no additional cost to the Agency:

Provide a TFP liner repair plan and written timeline of when the work will be completed within 10 Calendar Days of the Agency’s written notification of failure.

Repair options include, as approved:

Install a second liner Install a liner repair.

Construct a full pipe replacement, or Remove the failed liner and install a full-thickness liner, Use materials and procedures meeting the Specifications.

Coordinate timing of repair Work with the Engineer.

Complete one of the approved remedies within 60 Calendar Days of the Agency's written notification of failure.

Measurement

00416.80 Measurement - The quantities of installed TFP structural liner will be measured on the length basis. The length will be measured, with no deduction for Structures or fittings, along the pipe flow line from center to center of manholes, inlets, Structures, special sections, or the ends of pipe, whichever is applicable.

Payment

00416.90 Payment - The accepted quantities of Work performed under this Section will be paid for at the Contract unit price, per unit of measurement, for the following items:

Pay Item Unit of Measurement

(a) Rehabilitate, ____ Inch culvert Foot

In item (a), the nominal size of the host pipe will be inserted in the blank.

Payment will be payment in full for furnishing and placing all Materials, and for furnishing all Equipment, labor, and Incidentals necessary to complete the Work as specified.

SECTION 00445 – SANITARY, STORM, CULVERT, SIPHON, AND IRRIGATION PIPE

Comply with Section 00445 of the Standard Specifications.

SECTION 00490 - WORK ON EXISTING SEWERS AND STRUCTURES

Comply with Section 00490 of the Standard Specifications.

SECTION 00842 ‐ FACILITY IDENTIFICATION MARKERS

Comply with Section 00842 of the Standard Specifications.

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