RFB - Marthas Chapel and Cole Park Collection Center Site Work-FINAL.pdf

Request for Bids Chatham County Solid Waste & Recycling Collection Center Improvements

Purpose

The Chatham County Solid Waste & Recycling Division is requesting bids from qualified, licensed contractors to perform site improvements at the Marthas Chapel and Cole Park collection centers. The work will include asphalt pavement resurfacing and repair, heavy duty concrete pad installation, installation of underground electrical conduit and wiring, and miscellaneous site work. All trade permits shall be obtained by the Contractor if needed.

Scope of Work

The County is seeking the services of a qualified, licensed contractor to provide site improvements at the properties listed below:

Name Street Address

Marthas Chapel Collection Center 24 Gardner Rd, Apex, NC

Cole Park Collection Center 11632 US 15/501 N, Chapel Hill, NC

A full Scope of Work is provided in Attachment B and construction drawings are provided in Attachment C. The County will select one firm to perform the work.

The County is asking for lump sum pricing to be submitted with the bid. All work shall commence within the schedule and timeframe agreed upon by both parties and will be established at scope review and time of award. It is expected that all work shall be completed within 45 days after Notice to Proceed.

A mandatory pre-bid meeting will be held at Marthas Chapel facility (see address above) on Monday, August 17, 2026, at 10:00 AM EST, then we will meet at the Cole Park facility (see address above) afterwards.

Bid Instructions

A. Bids Deadline: Must be received by Chatham County no later than Thursday, August 27, 2026, at 2:00 PM EST. A public bid opening will take place promptly at 2:00 PM EST at the Chatham County Solid Waste & Recycling Center, 28 County Services Road, Pittsboro, NC 27312.

B. Submission of Bids: Vendors must submit one hard copy with all attachments, including signatory pages, which must be received by the deadline above. Each sealed envelope containing a BID must be plainly marked on the outside as BID for SW&R Improvements and the envelope should bear on the outside the BIDDER'S name, address, and the name of the project for which the BID is submitted. If forwarded by mail, the sealed envelope containing the BID must be enclosed in another envelope addressed to one of the following delivery addresses:

• Postal Address: Michele Peluso, Chatham County Finance

P. O. Box 608, Pittsboro, NC 27312 (all postal delivery)

• Street Address: Michele Peluso, Chatham County Finance 12 East Street, Pittsboro, NC 27312 (land delivery only)

C. Withdrawal of Bids: Proposing vendors may withdraw their bids any time before the deadline for submission on Thursday, August 27, 2026, at 2:00 PM EST, but the withdrawal must be submitted in writing and signed by the proposing vendor.

D. Inquiries and Corrections: All inquiries relating to this request should be in writing and addressed to:

Michele Peluso, Chatham County Finance Office P.O. Box 608, Pittsboro, NC 27312 They also may be faxed to 919-542-4261 or emailed to: purchasing@chathamcountync.gov

If a proposing vendor finds discrepancies in or omissions from the specifications or should require additional clarification of any part, a written request for interpretation shall be submitted to the County’s purchasing agent listed above. Any interpretation of or changes made to the RFB will be made by written addendum to each proposing consultant and shall become part of the request for any contract awarded. The County will not be responsible for the accuracy of any other oral explanations, interpretations, or representations. All inquiries must be submitted by 12:00 PM EST on Wednesday, August 19, 2026. It shall be the responsibility of each proposing organization or individual to verify that every addendum has been received prior to submitting bids.

E. Vendor Certification: The submission of bids shall be deemed a representation and certification that the proposing vendor:

• Has carefully read and fully understands the information provided by Chatham County in this RFB;

• Is financially solvent and has the capability to successfully undertake and complete the responsibilities and obligations of the bids submitted;

• Represents that all of the information contained in the submitted bids is true and correct;

• Did not in any way collude or conspire with any other parties, directly or indirectly, in regard to the amount, terms or conditions of this bid;

• Acknowledges that Chatham County has the right to make any inquiry it deems appropriate to substantiate or supplement information provided by proposing vendors and hereby grants Chatham County permission to make these inquiries; and

• Acknowledges that bids cannot be modified after submission for any reason.

F. Format & Deadline of Bids: Late bids will not be accepted under any circumstance and will not be opened or reviewed. We will not accept bids by fax or any method other than is outlined under item B of Bids Instructions. The sender must allow ample delivery time for the selected shipment or transmission methods.

G. Bid Bond: The County formal limit of $300,000 requires the 5% Bid Bond, which must be included with the bid submittal for any bid in the formal range only.

mailto:purchasing@chathamcountync.

H. Definition and Context: Unless otherwise specified in this document, all words shall have a common meaning unless the context in which they are used clearly requires a different meaning.

Words in the singular number include the plural, and in the plural include the singular.

RFB Schedule

• A pre-bid meeting will be held at the Marthas Chapel Collection Center on Monday, August 17, 2026, at 10:00 AM. Attendance is mandatory.

• The deadline for submitting questions in writing (mail, email, or fax) is 12:00 PM EST on Wednesday, August 19, 2026.

• The deadline for receipt of bids by the county is 2:00 PM EST on Thursday, August 27, 2026.

• We expect to have the contract executed and work to begin by October 1, 2026.

Insurance and Legal Requirements

Chatham County requires selected contractors and any subcontractors to obtain and maintain at their own expense, all insurance required by state and federal law. If requested, the selected organization agrees to provide Chatham County with evidence of required policies, certificates, and/or endorsements upon the award of the contract. As a minimum, contractors and subcontractors are required to have the following coverages related to any contract work for Chatham County:

• Worker’s Compensation - The contractor shall provide and maintain Worker’s Compensation Insurance as required by the laws of North Carolina, as well as employer’s liability coverage with minimum limits of $500,000, covering all of Contractor’s employees who are engaged in any work under the contract. If any work is sublet, the Contractor shall require the subcontractor to provide the same coverage for any of his employees engaged in any work under the contract. (Non-applicable-individual.)

• Commercial General Liability - General Liability Coverage on a Comprehensive Broad Form on an occurrence basis in the minimum amount of $100,000 bodily injury per person, $500,000 bodily injury per occurrence, $100,000 property damage, and 1,000,000 in errors and omissions and negligent performance. (Defense cost shall be in excess of the limit of liability.)

• Automobile - Automobile Liability Insurance, to include liability coverage, covering all owned, hired, and non-owned vehicles used in performance of the contract. The minimum combined single limit shall be $250,000.00 bodily injury and $100,000 property damage.

The County shall be named as an additional insured on both the professional liability and comprehensive general liability coverage. Contractor shall furnish copies of all such policies and all renewals, terminations, and alterations to the County on a current basis.

Bid Bond or Bid Deposit

Any bid which meets the Chatham County Formal Range of $300,000 or more, must be accompanied by a Bid Bond at the time of submission, executed by a corporate surety licensed under the laws of North Carolina to execute such bonds, conditioned that the surety will, upon demand forthwith make payment to the Owner if the bidder fails to execute the Contract. The Bid Bond shall be in a separate envelope labled as such. The Bid Bond shall be in the amount of five (5%) percent of the total bid plus all the alternates. The Bid Bond shall be valid for a minimum of sixty (60) calendar days. In lieu of a Bid Bond, a deposit equal to five (5%) percent of the total bid plus all of the alternates in the form of a Cashier’s Check or Certified Check on some bank or trust company insured by the Federal Deposit Insurance Corporation and payable to County of Chatham. The purpose of the Bid Deposit or Bid Bond is to ensure that the bidder will enter into a Contract with the Owner with the terms stipulated in the Bid Proposal and the bidder guarantees that a Performance, Labor & Material Bond will be executed, which is required for bids in the Chatham County Formal Range. If the Contractor fails to execute a Contract, the Bid Bond or Bid Deposit shall be seized.

E-Verify

Effective September 4, 2013, North Carolina local government units are prohibited from entering into certain contracts unless the contractor and the contractor’s subcontractors, if any, comply with the requirements of N.C. Gen. Stats. §64-26(a). Prior to providing any services hereunder, Contractor and Contractor’s subcontractors, if any, are subject to the provisions of N.C. Gen. Stats. §64-26(a).

Contractor agrees to fully comply with such statute and require Contractor’s subcontractors, if any, to fully comply with such statute.

Iran Divestment Act

Effective October 1, 2015, North Carolina local government units are prohibited from entering into certain contracts unless the contractor and the contractor’s subcontractors, if any, comply with the requirements of §143C-6A-5. Contractor agrees to fully comply with such statute and require Contractors subcontractors, if any, to fully comply with such statute.

Requirement To Recycle Certain Electronic Equipment

If applicable, Contractor’s failure to properly recycle any electronic equipment as specified in Article 9, Chapter 130A of the North Caroline General Statute or failure to comply with any statutory requirement within the formal bid request, as provided in the bid packet, incorporated herein by reference, shall be grounds for immediate termination of this Agreement.

Divestment from Companies That Boycott Israel

Contractor certifies that (a) it is not identified on the Israel Boycott List or any other list created by the NC State Treasurer pursuant to NC G.S. 147-86.80 et al, and (b) it will not take any action causing it to appear on any such list during the term of the Contract Agreement.

County Conditions

• All proposing firms or individuals shall comply with all conditions, requirements, and specifications contained herein, with any departure constituting sufficient cause for rejection of the bids. However, Chatham County reserves the right to change the conditions, requirements, and specifications as it deems necessary.

• The bids must be signed by a duly authorized official of the proposing organization or individual submitting the bids.

• No bids will be accepted from any person or organization that is in arrears for any obligation to

Chatham County, or that otherwise may be deemed irresponsible or unresponsive by county staff, the Chatham County Board of Commissioners, or the Chatham County Economic

Development Corporation.

• Chatham County is not obligated to enter into any contract as a result of the RFB.

• All prices quoted must be firm for a period of 90 (ninety) days following the bid deadline.

• Chatham County reserves the right to reject any and all bids or any part thereof and to select the most responsive bid that is deemed in the best interest of Chatham County.

• Chatham County may approve or disapprove the use of specific proposed subcontractors in any bids.

• Chatham County reserves the right to enter into an agreement with another proposing vendor in the event that the originally selected vendor fails to execute a contract with the County or defaults on their contract.

• All bids shall be prepared in a comprehensive manner as to content, but we do not require specific types of binders or promotional material for submissions. Promotional material will not be considered part of the bids and will not affect the evaluation of bids.

• Chatham County reserves the right to negotiate with any, none, or all of the proposing vendors.

• All costs, including travel and expenses, incurred in the preparation of this bids will be borne solely by the proposing company.

• The County will not return bids materials to those submitting bids.

• No agreements with any selected vendor shall be binding until a contract is approved, signed, and executed by the authorized County Official and authorized representatives of the vendor.

• Chatham County will follow all applicable local, state, and federal procurement requirements when expending federal funds and require all contractors to comply in full.

• Details of all terms and conditions for purchase orders and contracts can be found at https://www.chathamcountync.gov/government/departments-programs-a-h/finance/forms.

Chatham County is an Equal Opportunity Employer and does not discriminate on the basis of sex, marital status, race, color, creed, national origin, sexual orientation, gender identity, age or disability.

https://www.chathamcountync.gov/government/departments-programs-a-h/finance/forms https://www.chathamcountync.gov/government/departments-programs-a-h/finance/forms

Attachment A:

Attachment B:

Scope of Work and Pricing

Scope of Work:

The Scope of Work expected at each location is provided below and detailed in the drawings provided in

Attachment C.

Marthas Chapel Collection Center:

• Install two new concrete pads as shown on drawing. One will be 10’ x 37’ and one will be 10’ x

47’. Saw cut the asphalt in the location the new concrete pads will be installed. The pads shall have a base layer of ABC type stone at least 8” thick, compacted. The concrete shall be 8” thick, 5000 psi with #5 rebar at 12” on center. Each pad shall be formed and poured so that it matches the grade of the new asphalt overlay.

• The 10’ x 47’ concrete pad shall have an electrical conduit formed into the pad in the general location shown in the drawings. The exact location will be field determined prior to installation of the conduit. See Electrical Notes below.

• The 10’ x 47’ concrete pad shall have two 8” steel bollards installed in the pad at the location shown in the drawings. These shall be 7’ steel bollards installed at least 3’ in the ground with approximately 48” above ground. The bollards shall be filled with the same concrete used for the pad and will be finished with yellow plastic bollard covers.

• Sawcut existing pavement between main electrical panel and the location of the electrical conduit stub-up in the concrete pad. Install electrical conduit between main electrical panel and new concrete pad. See Electrical Notes below for more information about the conduit. After electrical conduit is installed, perform full depth repair to repair the pavement that was cut. See full-depth pavement repair specifications below.

• Remove and dispose of existing concrete ramps and wooden railing in front of the oil shed and swap shop.

• Cut existing asphalt in front of the oil shed and swap shop to install a concrete access ramp leading up to each shed, approximately 8” high (to match grade with the shed slab), 10’ long and

14’ wide. The concrete ramp shall be reinforced and a minimum of 4” thick and 4,000 psi. The ramp shall be formed and poured so the low end matches the grade of the existing asphalt.

New ramps must be ADA compliant and may require a building permit. There will be no cost for the permit since it is for a County facility, but the contractor will be responsible for obtaining the permit, if needed, and scheduling inspections. It is not expected that a railing will be necessary, since they have not been required for similar ramps installed at other collection centers.

• Perform full-depth pavement repair at locations to be determined in the field to repair dips, breaks or holes in the existing pavement. The existing pavement specification was 8” compacted ABC base with 2” I-2 pavement. Saw-cut and remove asphalt from full depth repair areas and prepare base layer of ABC to ensure at least 8” of compacted stone. Install 2” I-2 or equivalent on prepared base layer. Full depth repair shall match grade with existing pavement.

• Prepare approximately 160 square yards of existing bare ground to be paved. The new paved area shall be excavated such that a base layer of 8” compacted ABC stone and a 2” layer of I-2 pavement, or equivalent, can be installed and match grade with the existing pavement.

• Mill existing pavement at edges of all new and existing concrete pads and pavement to allow proper tie-in of new asphalt.

• Apply tar and gravel layer over entire asphalt area to limits shown prior to overlay.

• Overlay entire asphalt area to limits shown with 1.5” 9.5B overlay. This shall include the newly paved area. Where pavement overlay meets existing concrete slabs or ramps, the pavement overlay grade shall match the existing concrete grade. Any full-depth repairs done outside of overlay limits will not be overlaid.

• In the central island near the waste compactor, remove soil, fines and existing gravel to allow for installation of 4” of #57 washed stone over a geotextile layer, Mirafi 140N, or equivalent. Finish grade of stone shall match the grade of the overlay pavement.

• In areas shown on the drawing in the central island, remove existing material to allow installation of 4” of white marble stone over a geotextile layer, Mirafi 140N, or equivalent.

Finish grade of stone shall match the grade of the overlay pavement.

• Install eight (8) Blue Junipers, one gallon size, around the perimeter of the white marble stone area. The geotextile should be cut where the plants are installed to allow the plants to be planted in the soil.

• Install metal edging around the perimeter of the central island, between the pavement and newly installed stone. Install a metal divider between the #57 stone and white marble stone.

• Grade soil between the edge of pavement and the fence to facilitate drainage off-site, as needed. Seed and straw any disturbed areas.

• Maintain control of erosion and sediment to prevent sediment from leaving site.

• Remove from site and properly dispose of milled or removed asphalt, concrete, aggregate, soil or other construction generated debris.

• Electrical Notes: Contractor will be installing underground conduit from the main electrical panel to one of the new concrete pads where a new compactor will be installed. The conduit shall be appropriately sized to handle the wiring needed for a 10-horsepower electric motor. Contractor will make the connection into the electrical panel and run the appropriate wiring through the conduit, leaving at least 15 feet of additional wire for the compactor company to make the final electrical connection to their compactor.

• ADD ALTERNATE 1: Overlay the driveway, from the gate to the road using the same pavement overlay specifications as the rest of the center.

• ADD ALTERNATE 2: Install an additional 10’ x 37’ concrete pad as shown on the drawings and using the same specifications as the 10’ x 37’ concrete pad in the base bid.

Cole Park Collection Center

• Install a new 10’x 47’ concrete pad as shown on drawing. The pad shall have a base layer of ABC type stone at least 8” thick compacted. The concrete shall be 8” thick, 5000 psi with #5 rebar at

12” on center. Pad shall be formed and poured so that it matches the grade of the existing asphalt.

• The new concrete pad shall have an electrical conduit formed into the pad in the general location shown in the drawings. The exact location will be field determined prior to installing the conduit. See Electrical Notes below.

• The 10’ x 47’ concrete pad shall have two 8” steel bollards installed in the pad at the location shown in the drawings. These shall be 7’ steel bollards installed at least 36” in the ground with approximately 48” above ground. The bollards shall be filled with the same concrete used for the pad and shall be finished with yellow plastic bollard covers.

• Sawcut existing pavement between main electrical panel and the location of the electrical conduit stub-up in the concrete pad. Install electrical conduit between main electrical panel and new concrete pad. See Electrical Notes below for more information about the conduit. While conduit trench is open and awaiting inspection, the Contractor shall provide adequate signage and site markings to direct traffic away from the trench. A lane (at least 12’ wide) of metal bridging shall be installed to allow traffic to flow over the conduit trench until it can be properly filled and compacted. After the electrical conduit is installed and the trench is filled and compacted, perform full depth repair to repair the pavement that was cut. See full-depth pavement repair specifications below.

• Perform full-depth pavement repair at locations to be determined in the field to repair areas sawcut to install electrical conduit under the existing pavement. The existing pavement specification was 8” compacted ABC base with 2” I-2 pavement. Prepare a base layer of ABC to ensure at least 8” of compacted stone. Install 2” I-2 or equivalent on prepared base layer. Full depth repair shall match grade with existing pavement.

• Electrical Notes: Contractor will be installing underground conduit from the main electrical panel to the new concrete pad where a new compactor will be installed. The conduit shall be appropriately sized to handle the wiring needed for a 10-horsepower electric motor. Contractor will make the connection into the electrical panel and run the appropriate wiring through the conduit, leaving at least 15 feet of additional wire for the compactor company to make the final electrical connection to their compactor.

General Notes:

1. The Marthas Chapel Collection Center is closed on Wednesday. It is expected that work which requires the center to be closed, such as overlay paving, will be scheduled on Wednesdays.

Other work will have to be staged so it can safely take place while the center is open.

2. The Cole Park Collection Center is open Monday through Saturday from 7:00 AM to 7:00 PM.

3. Contractor is responsible for ensuring the new asphalt and other site work does not interfere with site drainage. New work shall not create ponding of water on site.

4. The square yard estimate of the full depth repairs at Marthas Chapel is 150 square yards and will be used as the basis for the bid. This does not include the approximately 45 square yards of newly paved area. The actual amount of full-depth repair will be field determined and mutually agreed upon by the contractor and the County before the work is completed. The final contract amount will be adjusted up or down by using the square yard price for full depth repair provided in the bid.

5. Removed asphalt and other inert construction debris may be brought to the Chatham County

Solid Waste main facility located at 28 County Services Rd, Pittsboro. There will be no charge to the contractor for inert debris brought to the Chatham County Solid Waste main facility as part of this project. All other construction debris must be disposed of at an approved construction and demolition (C&D) facility. Disposal costs are the responsibility of the contractor.

6. The County will negotiate final Scope of Work with the selected contractor.

7. Documentation of the specifications for the concrete and asphalt used will be a required part of the closeout documents.

8. There shall be a one-year replacement warranty on the living plants. This will begin on the date of substantial completion.

9. All work performed shall have a one-year warranty for labor and materials that begins on the date of substantial completion.

10. Contractor shall notify Chatham County 24 hours in advance of checking the condition of the existing aggregate base so the County can determine whether additional base course is needed.

https://www.chathamcountync.gov/government/bid-proposal-opportunities https://www.chathamcountync.gov/government/bid-proposal-opportunities

Request for Bids:

Chatham County–Marthas Chapel and Cole Park Collection Center Site Work

Bid Form

BIDDER acknowledges receipt of the following ADDENDUM:

BID SCHEDULE

BIDDER agrees to perform all the work described in the BID DOCUMENTS -Scope of Work and drawings -for the following Lump Sum prices for each Center:

Marthas Chapel Collection Center: $ ______

Cole Park Collection Center: $_______________________________

Total: $_______________________________

Provide the cost for providing and installing one ton of ABC stone $ __ /ton

Provide the unit cost for full depth pavement repair $ __ /sy

Add Alternate 1: Overlay Marthas Chapel Collection Center Driveway $________________________

Add Alternate 2: Install an additional 10’ x 37’ concrete pad at Marthas Chapel Collection Center as shown on the drawing

NOTE: BIDS shall include sales tax and all other applicable taxes and fees.

Respectfully submitted:

Signature Address

Title Date

Contractor’s GC License

SEAL – (if BID is by a coporation)

CO

FH

CO

PP

W

INSTALL NEW PAVEMENT IN HATCHED AREA

APPROXIMATELY 160 SQUARE YARDS IF

CONCRETE PAD IS NOT INSTALLED

ADD ALTERNATE 2:

NEW 10' x 37' CONCRETE PAD

NEW 10' x 37' CONCRETE PAD

NEW 10' x 47' CONCRETE PAD

NEW CONCRETE RAMPS

SAWCUT PAVEMENT FOR

CONDUIT INSTALLATION

SEE NOTE 3

SEE NOTE 2

INSTALL NEW PAVEMENT IN HATCHED AREA

INSTALL TWO 8" STEEL BOLLARDS WITH

YELLOW PLASTIC COVERS

OVERLAY LIMITS

ADD ALTERNATE 1:

OVERLAY DRIVEWAY

0 20' 50'

8" ABC

2" I-2 Asphalt Pavement

NOTES:

1. FINISHED ELEVATIONS SHALL PROVIDE POSITIVE DRAINAGE TO OUTSIDE EDGE OF PAVEMENT.

2. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO ANY

TRENCHING ACTIVITY.

3. IN THE CENTER ISLAND, INSTALL 4" #57 WASHED STONE OVER GEOTEXTILE FABRIC (MIRAFI 140N OR

EQUIVALENT). REMOVE EXISTING MATERIAL AS NEEDED TO MAKE FINISHED GRADE MATCH GRADE OF

NEW PAVEMENT OVERLAY. INSTALL METAL EDGING BETWEEN GRAVEL AREA AND PAVEMENT.

4. IN HATCHED AREA OF THE ISLAND, REPLACE EXISTING MATERIAL WITH 4" WHITE MARBLE STONE OVER GEOTEXTILE FABRIC (MIRAFI 140N OR EQUIVALENT). INSTALL METAL EDGING AROUND THE

HATCHED AREA. INSTALL EIGHT (8), GALLON CONTAINER SIZE BLUE JUNIPERS AROUND THE

PERIMETER OF THE HATCHED AREA. FINISH GRADE OF STONE SHALL MATCH GRADE OF THE FINAL

PAVEMENT OVERLAY.

5. WHERE NEW PAVEMENT OVERLAY MEETS THE EXISTING CONCRETE PADS, THE PAVEMENT SHALL BE

TAPERED TO MATCH THE GRADE OF THE EXISTING CONCRETE.

6. ALL DISTURBED GRASSY AREAS WILL BE SEEDED AND STRAWED WITH AN APPROPRIATE SEED MIX

FOR THE SEASON.

MARTHAS CHAPEL COLLECTION CENTER

24 GARDNER RD, APEX, NC

CHATHAM COUNTY SOLID WASTE & RECYCLING

28 COUNTY SERVICES RD, PITTSBORO, NC 27312

DATE: 7/29/2026 DRAWN BY: RKL

8"

#5 REBAR

@ 12" O/C

5000 PSI

CONCRETE

MIN 8"

ABC

SAW CUT

EXISTING

ASPHALT

Attachment C

COLE PARK COLLECTION CENTER DRAIN

REPLACEMENT

11632 US HWY 15 501, CHAPEL HILL, NC

CHATHAM COUNTY SOLID WASTE & RECYCLING

28 COUNTY SERVICES RD, PITTSBORO, NC 27312

DATE: 3/5/2026 DRAWN BY: RKL

NOTES:

1. FINISHED ELEVATIONS SHALL PROVIDE POSITIVE DRAINAGE TO OUTSIDE EDGE OF

PAVEMENT.

2. CONTRACTOR WILL VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANY

TRENCHING ACTIVIITES.

3. AFTER INSTALLING ELECTRICAL CONDUIT, COMPACT SOIL IN TRENCH PRIOR TO

INSTALLING 8" ABC COMPACTED STONE BASE AND 2" I-2 ASPHALT PAVEMENT TO

REPLACE SAWCUT PAVEMENT OVER TRENCH. SEE FULL DEPTH REPAIR PAVEMENT

SECTION DETAIL ON THIS SHEET.

4. TO MAINTAIN TRAFFIC FLOW, METAL BRIDGING WILL NEED TO BE INSTALLED OVER

OPEN TRENCH WHILE WAITING FOR INSPECTION.