RFP Solid Waste Site Improvements SW-FY25-001.pdf

5/8/2025 RFP SW-FY25-001

Solid Waste Site Improvements

Request for Proposals

Public Works

Beaufort County, North Carolina

Issue Date: Thursday, May 8, 2025

Bid Due Date: Thursday, May 22, 2025 by 5:00 PM

132 West 2nd Street

Washington, NC

Or Via E-Mail

CONTACT PERSONS:

Questions Regarding the Bid Package Questions Regarding the Plans/Specifications

Hollie Jones West Overman

Purchasing Agent Deputy Public Works Director

Phone: (252) 946-7721 x1080 Phone: (252) 975-0720 x1063

Email: hollie.jones@beaufortcounync.gov Email: west.overman@beaufortcountync.gov mailto:hollie.jones@beaufortcountync.gov mailto:west.overman@beaufortcountync.gov

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TABLE OF CONTENTS

Section 1 Notice to Bidders

Section 2 Instructions

2.1 Schedule

2.2 Instructions to Bidders

2.3 Insurance Requirements

Section 3 General Information

3.1 Work Description

3.2 Work Schedule

Section 4 Scope of Work

4.1 Plans and Specifications

4.2 Submittals

4.3 Additional Contractor Responsibilities

Section 5 General Conditions

Section 6 Submission Requirements

Section 7 Bid Forms & Attachments

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SECTION 1 - NOTICE TO BIDDERS

Beaufort County is requesting proposals from experienced Contractors who specialize in grading and site construction. The scope of work and all other details and requirements are included in the RFP.

Bids will be received for a single prime contract. Bids shall be on a unit price basis as indicated on the Bid Form.

Hard-copy or electronic proposals will be received by the County until 5:00 PM, Thursday, May 22, 2025. Any proposals received later than the specified time will not be accepted or considered. The proposal must be signed by an official authorized to bind the Contractor/Proposer and should be clearly marked "Bid Enclosed, Solid Waste Site Improvements” on the outside of the proposal package, mail carrier envelope, or email subject line. Beaufort County assumes no responsibility for unmarked or incorrectly marked proposals.

There will not be a public bid opening. A bid tabulation will be available upon request but will not be official until the contract is awarded to the successful proposer by the Board of Commissioners.

Bidders must have a license to do work as a general contractor in the State of North Carolina as set in the North Carolina Statutes. The Contractor’s North Carolina License Number shall be listed on the Bid Form.

Beaufort County reserves the right to reject any or all proposals, waive any informality and award contracts that appear to be in its best interest. The right is reserved to hold any or all proposals for a period of ninety (90) days from the proposal opening thereof.

From the date of this advertisement until the date of opening the proposals, the RFP is and will continue to be on file in the Beaufort County Purchasing Department, 132 West 2nd Street Washington, NC 27889, during regular business hours, and available to prospective proposers. You can also find it on the website http://co.beaufort.nc.us/ under “Request for Proposals”. Inquiries should be directed to Hollie Jones at hollie.jones@beaufortcountync.gov or (252) 946-0079, x1080.

Minority/Women owned businesses are encouraged to submit proposals.

http://co.beaufort.nc.us/

5/8/2025 RFP SW-FY25-001

SECTION 2 – INSTRUCTIONS

2.1 Schedule

Issue Date Thursday, May 8, 2025

Deadline for Written Questions Thursday, May 15, 2025 at 5:00 PM

Proposals Due Thursday, May 22, 2025 at 5:00 PM

Recommendation to Award presented to the Board of Commissioners

Monday, June 2, 2025 at 5:30 PM

Start of Contract As soon as possible following award of contract

2.2 Instructions to Bidders

2.2.1 The deadline for receipt of all proposals is Thursday, May 22, 2025 at 5:00 PM, EST. Proposals will not be publicly opened. Any bids received after the scheduled closing time for the receipt of bids will not be accepted.

2.2.2 Hard-copy or electronic proposals will be accepted.

Hard-copy proposals should be clearly marked “Bid Enclosed, Solid Waste

Site Improvements” and addressed to the County at the following address:

Beaufort County Government ATTN: Hollie Jones, Purchasing Agent Financial Services Building 132 West 2nd Street Washington, NC 27889

Electronic proposals should be emailed to hollie.jones@beaufortcountync.gov and west.overman@beaufortcountync.gov and the subject line should read “Bid Enclosed, Solid Waste Site Improvements”.

2.2.3 Bidders assume the risk of the chosen method of delivery. The County assumes no responsibility for delays caused by the US Postal Service or other delivery services. Postmarking by the due date will not substitute for receipt of the actual proposal. Proposals received after the time and date for closing will not be accepted.

2.2.4 No pre-bid meeting will be conducted. The sites that are included in this RFP are open to the public. Any interested bidder may visit these sites, if desired, to assist with developing their proposal. An operating schedule may be found on the Beaufort County website.

2.2.5 After the bid issue date, all communications between the County and prospective

Bidders regarding this request for proposals shall be in writing. Any inquires, 5/8/2025 RFP SW-FY25-001 requests for interpretation, technical questions, clarification, or additional information shall be emailed to hollie.jones@beaufortcountync.gov and west.overman@beaufortcountync.gov. All questions concerning this proposal should reference the section number and page. Questions and responses affecting the specifications of the bid will be provided by issuance of an

Addendum to all known bidders. All questions shall be received no later than

5:00 P.M., EST on Thursday, May 15, 2025.

2.2.6 Should a Bidder find discrepancies in, or omissions from the documents, or should he/she be in doubt as to their meaning, he/she should at once notify the

County, and a written Addendum shall be issued if necessary. The County will not be responsible for any oral instructions. Acknowledgment of any Addendum received shall be noted on the proposal in the attachment provided. In closing of a contract, any addendum issued shall become a part thereof.

2.2.7 Bidders may withdraw, or withdraw and resubmit, their bid at any time prior to the closing time for receipt of bids. NO bid may be withdrawn after the scheduled closing time for receipt of bids for a period of ninety (90) days.

2.2.8 Proposals must be signed by an authorized individual of the firm. Proposals that are not signed will be rejected. Proposals must be notarized.

2.2.9 Any person, firm, corporation, or association submitting a proposal shall be deemed to have read and understood all the terms, conditions, and requirements in the specifications and/or scope of work.

2.2.10 Each proposal shall note whether Proposer or any individual working on the RFP have a possible conflict of interest and, if so, the nature of that potential conflict.

Proposers should err on the side of disclosing potential conflicts, or situations which might have the appearance of conflict. The Beaufort County Board of

Commissioners reserves the right to cancel the award if any interest disclosed from any source could either give the appearance of a conflict or cause speculation as to the objectivity of the program to be developed by the Proposer.

The Beaufort County Board of Commissioners’ determination regarding any questions of conflict of interest shall be final.

2.2.11 No more than one (1) proposal from any Bidder will be considered by the County.

In the event multiple proposals are submitted in violation of this provision, the

County will have the right to determine which proposal will be considered, or at its sole option, reject all such multiple proposals.

2.2.12 When the Successful Bidder delivers the agreement to the Owner, it shall be accompanied by required performance and payment bonds and insurance documentation. Contractor shall furnish performance and payment bonds, each

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in at least equal to the Contract Price as security for the faithful performance and payment of all Contractor’s obligations under the Contract Documents. These bonds shall remain in effect until one year after the date when final payment becomes due.

2.3 Insurance Requirements

2.3.1 Bidder is required to carry and provide proof of the following insurance throughout the term of the contract:

2.3.1.1 General Liability Insurance: $1,000,000 combined single limit per occurrence, including bodily and personal injury, destruction of property, and contractual liability.

2.3.1.2 Automobile Liability Insurance: $1,000,000 combined single limit each occurrence, including bodily injury and property damage liability.

2.3.1.3 Worker’s Compensation: Workers Compensation as required by North

Carolina statue.

2.3.2 The Contractor’s General Liability policy shall be endorsed, specifically or generally, to include the following as Additional Insured:

BEAUFORT COUNTY, ITS OFFICERS, AGENTS, AND EMPLOYEES ARE

INCLUDED AS ADDITIONAL INSURED WITH RESPECTS TO THE GENERAL

LIABILITY INSURANCE POLICY.

Additional Insured status for Completed Operations shall extend for a period of not less than three (3) years from the date of final payment.

2.3.3 Before commencement of any work or event, Contractor shall provide a

Certificate of Insurance in satisfactory form as evidence of the insurances required above.

2.3.4 Contractor shall have no right of recovery or subrogation against Beaufort County

(including its officers, agents, and employees).

2.3.5 It is the intention of the parties that the insurance policies afforded by the contractor shall protect both parties and be primary and non-contributory coverage for any and all losses covered by the above-described insurance.

2.3.6 Beaufort County shall have no liability with respect to Contractor’s personal property whether insured or not insured. Any deductible or self-insured retention is the sole responsibility of Contractor.

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2.3.7 Notwithstanding the notification requirements of the Insurer, Contractor hereby agrees to notify County’s Risk Manager at 121 West 3rd Street, Washington, NC

27889, within two (2) days of the cancellation or substantive change of any insurance policy set out herein. Beaufort County, in its sole discretion, may deem failure to provide such notice as a breach of this Agreement.

2.3.8 The Certificate of Insurance should note in the Description of Operations the following: Solid Waste Site Improvements.

2.3.9 Insurance procured by Contractor shall not reduce nor limit Contractor’s contractual obligation to indemnify, save harmless and defend Beaufort County for claims made or suits brought which result from or are in connection with the performance of this Agreement.

2.3.10 Certificate Holder shall be listed as follows: Beaufort County, Attention: Jennifer

Ore, Risk Manager 121 West 3rd Street, Washington, NC 27889.

2.3.11 If Contractor is authorized to assign or subcontract any of its rights or duties hereunder and in fact does so, Contractor shall ensure that the assignee or subcontractor satisfies all requirements of this Agreement, including, but not limited to, maintenance of the required insurances coverage and provision of certificate(s) of insurance and additional insured endorsement(s), in proper form prior to commencement of services.

SECTION 3 – GENERAL INFORMATION

3.1 Work Description

3.1.1 The Contractor shall provide all materials, tools, machinery, labor, and supervision necessary for completing the Work as shown in the attached documents, at the following locations:

1. Aurora Solid Waste Collection Site

118 Old Campbell’s Creek Rd, Aurora, NC 27806

2. Buck Jones Solid Waste Collection Site

202 Clay Bottom School Rd, Chocowinity, NC 27817

3. Five Points Solid Waste Collection Site

847 Ambrose Rd, Pinetown, NC 27865

4. Pantego Solid Waste Collection Site

730 Beech Ridge Rd, Belhaven, NC 27810

3.2 Work Schedule

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3.2.1 A Pre-Construction Conference will be scheduled following award of the contract.

The project manager and/or job superintendent should attend this conference.

Scope and schedule of the project will be discussed with the Owner and the

County Solid Waste Contractor.

3.2.2 The awarded Contractor may commence work upon receipt of Purchase Order and written Notice to Proceed by Beaufort County within the work schedule limitations.

3.2.3 Contractor must complete the work 100 calendar days from issuance of the

Notice to Proceed.

3.2.4 Only one site at a time will close to the public during the duration of the project.

However, each site is regularly closed to the public one day per week (Aurora -

Mondays, Buck Jones - Thursdays, Five Points – Thursdays, Pantego -

Mondays). Work may be scheduled during this one-day closure as long as the work will not affect the normal operations of the site. Scheduled closings must be coordinated with the County at least two weeks in advance.

3.2.5 Work will be permitted weekdays: Monday – Friday from 7:00AM-5:00PM.

Weekend work and before/after-hours work will be allowed, if previously scheduled.

3.2.6 All work shall be coordinated and scheduled through West Overman, Deputy

Public Works Director.

SECTION 4 – SCOPE OF WORK

4.1 Plans and Specifications

4.1.1 The Contractor shall provide all material and labor to complete the Work as shown in the following documents provided by Inner Banks Engineering, PC:

1. Site Improvements Plans (Attachment G)

2. Technical Specifications (Attachment H)

4.2 Submittals

4.2.1 Submittals shall be sent to the Deputy Public Works Director for review and approval before orders are placed.

4.3 Additional Contractor Responsibilities

4.3.1 The Contractor shall appoint a main point of contact or agent, who will routinely review operations and consult with the Owner on current and future services.

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4.3.2 The Contractor’s employees shall park motor vehicles only in a place(s) designated and or approved by the Deputy Public Works Director.

4.3.3 A supervisor with the company holding the contract must be present when work is taking place.

4.3.4 Contractor shall report any damage to the facility as a result of the Contractor’s employees. The Contractor shall repair the aforementioned damage, under supervision of the County, at the Contractor’s expense.

4.3.5 Contractor shall report any damage or potential hazard involving facility property immediately to the Deputy Public Works Director during normal business hours, 8:00 am – 5:00 pm. An after-hours County contact list will be provided (upon award of contract). Emergencies that occur after office hours shall be reported to the 911Communications Center.

4.3.6 Hazardous conditions shall be immediately remedied or secured to prevent further damage and/or to protect visitors from injury. It is the Contractor’s responsibility to provide close supervision of maintenance operations and management of the work sites.

4.3.7 Incidents, altercations, or accidents involving facility visitors, Contractor’s employees, or County employees shall be reported to the Deputy Public Works

Director in a timely manner. The Deputy Public Works Director, at his/her discretion, may require a written report from the Contractor describing the incident or accident.

4.3.8 Contractor must have at least three (3) or more years of experience.

4.3.9 Contractor shall select his/her own sites for disposal of trash, debris, and unsuitable materials collected under the conditions of the contract. In no case shall trash, debris, or unsuitable materials be disposed upon County property or any property contiguous thereto.

4.3.10 Contractor is solely responsible for any and all damages, fines or penalties for improper disposal of waste material, and for any other actions which he/she performs. The Contractor holds the County faultless and free from liability for any and all damages and costs incurred as a result of the Contractor’s actions.

4.3.11 It shall be the responsibility of the Contractor to pay all fees and costs incurred in the disposal of waste material.

SECTION 5 – GENERAL CONDITIONS

5.1 The Contract period shall start as soon as possible following award of the contract.

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5.2 The Contract pursuant to this RFP shall not be assigned to another party without the advance written consent of the Owner.

5.3 The Contractor shall comply with all applicable federal, state and local laws, ordinances, rules and regulations pertaining to the performance of Work.

5.4 No waiver, alterations, consent or modification of any of the provisions of the Contract shall be binding unless in writing and signed by the Owner or his/her designee.

5.5 The Contract shall be deemed to be under and shall be governed by, and construed according to, the laws of North Carolina.

5.6 Any litigation arising out of the Contract shall be heard in the Courts of Beaufort County, North Carolina.

5.7 The Proposer hereby certifies that the Contract made pursuant to this RFP is made without prior understanding or agreement with any corporation, firm or person who submitted bids for the Work covered by the Contract and is in all respects fair and without collusion or fraud. As to Contractor, the undersigned hereby warrants and certifies that they are authorized to enter into the Contract and to execute same on behalf of the Contractor as the act of the said Contractor.

5.8 The Contract, including the RFP, the Proposer’s responses, any Exhibits hereto, contains all the terms and conditions agreed upon by the parties. No other agreements, oral or otherwise, regarding the subject matter of the Contract shall be deemed to exist or to bind either party hereto.

5.9 Contractor acknowledges, represents, and warrants to the Owner that it is familiar with all laws relating to disposal of the materials as stated herein and is familiar with and will comply with all guidelines, requirements, laws, regulations, and any other Federal, State, or local agencies or authorities.

5.10 The County shall have the right to inspect and accept or reject the Work based upon compliance with the Contract Documents. Contractor shall immediately correct any and all deficiencies identified during this inspection or disclosed to Contractor by County's Representative, or any other authorized representative of the county, at any time. In the event the Contractor fails to correct any deficiencies identified during the County’s inspection and disclosed to the Contractor, the County, at its option, may: (1) order the Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; and/or (2) engage a third party to re-perform, repair or replace the deficient work of the Contractor and shall deduct the cost thereof from the Contract Price otherwise payable to the Contractor.

5.11 Proposers may find instances where they take exception with certain requirements or specifications of the Request for Proposals. All exceptions shall be clearly identified, and written explanations shall include the scope of the exceptions, the ramifications of the exceptions for the Owner, and a description of the advantage to be gained or

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disadvantages to be incurred by the Owner as a result of these exceptions. All exceptions shall be noted on ATTACHMENT B – Proposal Form.

5.12 The Proposer represents itself to be an independent contractor offering such services to the general public and shall not represent himself or his employees to be an employee of the Owner (County of Beaufort). Therefore, the Proposer shall assume all legal and financial responsibility for taxes, FICA, employee fringe benefits, workers compensation, employee insurance, minimum wage requirements, overtime, and other expenses, and agrees to indemnify, save, and hold the County of Beaufort, its officers, agents, and employees, harmless from and against, any and all loss; cost (including attorney fees);

and damage of any kind related to such matters. The Proposer shall further understand that the Owner cannot save and hold harmless and/or indemnify the Proposer and/or the Proposers employees against any liability incurred or arising as a result of any activity of the Proposer or any activity of the Proposers employees performed in connection with the contract.

5.13 The Proposer represents and warrants to the Owner that the Proposer has or shall secure at its own expense prior to the commencement of services hereunder, all necessary personnel and equipment required to perform the services under this contract. All services required of Contractor hereunder shall be performed by Contractor, or under its supervision, and all personnel engaged in performing such services shall be fully qualified, and if necessary, authorized under applicable law to perform such services. The Contractor represents and warrants to the Owner that all services shall be performed by skilled and competent personnel to the highest professional standards in the field. The Contractor shall remove from the work described in this Contract any person the Owner deems to be incompetent, careless or otherwise objectionable.

5.14 The Owner reserves the right to reject any and all proposals, to waive minor irregularities in the evaluation process and to request clarification of, or additional information from any Proposer. The Owner also reserves the right to further negotiate minor modifications with the successful Proposer upon completion of the evaluation process prior to the execution of a final contract. The Owner is not obligated to enter into a contract on the basis of any proposal submitted in response to this document, is under no obligation to award this project to the Proposer having the lowest fee estimate, and reserves the right to award a contract deemed most advantageous for the Owner.

5.15 Prior to the final selection, Proposers may be required to submit additional information which the Owner may deem necessary to further evaluate the Proposer’s qualifications.

Inspection of equipment to be used on this Contract may also be required.

5.16 Termination Clauses

5.16.1 This Contract may be terminated, without cause, by either party upon sixty (60) days written notice to the other party. This termination notice period shall begin upon receipt of the notice of termination. Such a termination does not bar either party from pursuing a claim for damages for breach of contract.

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5.16.2 This Contract may be terminated, for cause, by the non-breaching party notifying the breaching party of a substantial failure to perform in accordance with the provisions of this Contract and if the failure is not corrected within ten (10) days of the receipt of the notification. Upon such termination, the parties shall be entitled to such additional rights and remedies as may be allowed by relevant law.

5.16.3 Termination of this Contract, either with or without cause, shall not form the basis of any claim for loss of anticipated profits by either party.

5.16.4 Authority to Terminate: The Beaufort County Manager is authorized to terminate this contract on behalf of the Owner.

5.17 Non-Appropriation Clause

5.17.1 Contractor acknowledges that Beaufort County is a governmental entity, and the contract validity is based upon the availability of public funding under the authority of its statutory mandate. In the event that public funds are unavailable and not appropriated for the performance of Beaufort County's obligations under this contract, then this contract shall automatically expire without penalty to Beaufort County thirty (30) days after written notice to Contractor of the unavailability and non-appropriation of public funds. It is expressly agreed that Beaufort County shall not activate this non-appropriation provision for its convenience or to circumvent the requirements of this contract, but only as an emergency fiscal measure during a substantial fiscal crisis, which affects generally its governmental operations. In the event of a change in Beaufort County's statutory authority, mandate and mandated functions, by state and federal legislative or regulatory action, which adversely affects Beaufort County's authority to continue its obligations under this contract, then this contract shall automatically terminate without penalty to Beaufort County upon written notice to Contractor of such limitation or change in Beaufort County's legal authority.

5.18 All payments under the contract resulting from the RFP shall be made only for services requested and approved by the Owner.

5.19 Payment Procedures

5.19.1 Contractor shall invoice Owner once per month for work previously completed.

The Contractor shall prepare a Schedule of Values based on the line items and unit prices in the Bid Form and submit it to Beaufort County for approval before the first invoice is submitted. Line items may be billed based on the percentage complete at the end of the month. The invoice shall also contain the dates when services were performed.

5.19.2 All invoices must include a Contractor’s Sales Tax Report for North Carolina State and Local Tax report.

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5.19.3 Invoices will not be paid until all work completed is to the satisfaction of the

County. Approved invoices are paid net 30 days.

5.20 The Contractor shall hold harmless the County and its elected and appointed officers, agents and employees from and against any and all court actions, legal proceedings, claims, demands, damages, costs, expenses, loss, liability, and attorney fees, arising out of defective material and products, faulty work performance, negligent or unlawful acts, and non-compliance with any applicable local, state or federal codes, ordinances, orders or statutes including the Occupational Safety and Health Act (OSHA) and State Industrial Safety Act. This guarantee is an addition to and not intended as a limitation on any other warranty, expressed or implied.

5.21 The Contractor shall be fully responsible to the County for the acts and omissions of its sub-contractors and of persons either directly or indirectly employed by it, as the Contractor is for the acts and omissions of persons directly employed by it.

5.22 The Contractor shall comply with the requirements of Article 2 of Chapter 64 of the North Carolina General Statutes and will continue to comply with these requirements at all times during the term of this Agreement. The Contractor shall also require that all of its subcontractors that perform any work pursuant to this Agreement comply with the requirements of Article 2 of Chapter 64 of the North Carolina General Statutes. Violation of this requirement shall be deemed a material breach of this Agreement.

5.23 The County of Beaufort does not discriminate on the basis of race, color, sex, age, national origin, religion, sexual orientation, marital status, genetic identification, political affiliation, or disability in matters affecting employment, or in providing access to programs to employees or in the provisions of goods and services.

SECTION 6 – SUBMISSION REQUIREMENTS

6.1 The Bidder must complete all forms listed in Attachment A.

6.2 The Proposer shall provide pricing for services as requested.

6.3 The Proposer shall document their experience, and past or current awards of other contracts in which they have or are currently providing similar and comparable services.

Such experience must be demonstrated within the past five (5) years.

6.4 The Proposer shall provide a minimum of three (3) references from previous or current contract awards within the past five (5) years. The references shall be capable of providing information on the Proposer’s abilities to provide a similar level of service, schedule commitments, compliance history with contract terms, fairness in executing the requested services, and any disputes.

6.5 The Proposer shall acknowledge receipt of any amendments to the RFP issued by the

Owner.

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6.6 The Proposer shall complete an Anti-collusion Affidavit certifying that no collusion occurred during the preparation of the proposal.

6.5 By signing its Proposal, the Proposer acknowledges that it has read and understands the insurance requirements for the RFP as described in Section 2.3.

SECTION 7 – BID FORMS AND ATTACHMENTS

7.1 Please see Attachments A-F for required Bid Forms.

7.2 Attachments G-I include plans, specifications, and sample form templates.

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Attachment A

BIDDER’S CHECKLIST

The following items must be executed by ALL BIDDERS and submitted by the due date and time. Not submitting these attachments by the due date and time may deem your quote as non-responsive.

⃝ PROPOSAL FORM (Attachment B)

⃝ STATEMENT OF BIDDER QUALIFICATIONS (Attachment C)

⃝ CLIENT REFERENCE (Attachment D)

⃝ ACKNOWLEDGEMENT OF AMENDMENTS (Attachment E)

⃝ ANTI-COLLUSION AFFIDAVIT (Attachment F)

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Attachment B

Solid Waste Site Improvements Proposal Form

The undersigned hereby certifies that he/she has read the requirements and reviewed the design documents in accordance with Beaufort County’s Request for Proposals, thoroughly understands the same, and proposes to meet or exceed the requirements.

Except as noted below, the undersigned hereby agrees to comply with all the terms and conditions put forth in the County’s Request for Proposals.

No Exceptions

Exceptions:

Bidder will complete the Work in accordance with the Contract Documents for the following price(s):

A. For Unit Price Work, an amount equal to the sum of the established unit price for each separately identified item of Unit Price Work times the estimated quantity of that item as indicated on the following pages.

a. Aurora Site Improvements

Item No.

Description Quantity Unit Unit Price Total

1 Remove and replace concrete pad for compactor (8” depth)

40 SY

2 Remove existing wood deck and steps

1 LS

3 Grade surrounding areas to improve drainage

4 Install new retaining wall 40 LF

5 Install new metal handrail 170 LF

6 Install new wood post and rail fence 120 LF

7 New concrete slab for dumpster (6” depth)

30 SY

8 Install new LED lights on existing pole

2 EA

9 Replace gates at both entrances 1 LS

TOTAL CONSTRUCTION COST - AURORA SITE

(CONTINUED ON NEXT PAGE)

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b. Buck Jones Site Improvements

No.

Description Quantity Unit Unit Price Total

1 New concrete pad for dumpster (8” depth)

40 SY

2 Remove existing deck 1 LS

3 Remove existing wood retaining wall 1 LS

4 Remove existing metal rails 1 LS

5 Remove existing vegetation 1 LS

6 Repair washout under attendant building

7 Replace gates at both entrances 1 LS

8 Reset existing wooden power pole.

Rewire compactor and attendant building to meter base to meet code.

9 Install new metal handrail 150 LF

10 Install new retaining wall 90 LF

TOTAL CONSTRUCTION COST – BUCK JONES SITE

c. Five Points Site Improvements

No.

Description Quantity Unit Unit Price Total

1 Remove existing wood retaining wall 50 LF

2 Remove existing wood post and rail fence

75 LF

3 Remove existing metal rails and brackets

4 Stabilize attendant building 1 LS

5 Properly secure and bury exposed conduit

6 Install new retaining wall 50 LF

7 Install new wood post and rail fence 125 LF

8 Install new metal handrail 130 LF

9 Regrade gravel areas around dumpsters and traffic circle for improved drainage

1 LS

10 Install new LED lights on existing

TOTAL CONSTRUCTION COST – FIVE POINTS SITE

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d. Pantego Site Improvements

No.

Description Quantity Unit Unit Price Total

1 Remove existing deck and metal stand

2 Remove tree and stump 1 LS

3 Remove existing pole 1 LS

4 Remove existing drains 1 LS

5 Remove and replace existing wood post and rail fence

50 LF

6 Repair existing meter and breaker box and rewire compactor

7 Remove wooden bumpers and metal brackets

8 Repair damaged concrete corners 1 LS

9 Install new retaining wall 16 LF

10 Install new metal handrail 124 LF

11 Install new LED lights on existing

12 Install new GFI receptacles on existing pole

TOTAL CONSTRUCTION COST – PANTEGO SITE

B. Unit Prices have been computed in accordance with all Unit Price Work an amount equal to the sum of the unit price for each separately identified item of Unit Price

Work times the estimated quantity of each item as indicated in the Agreement.

C. Bidder acknowledges that estimated quantities are not guaranteed and are solely for the purpose of comparison Bids, and final payment for Unit Price Bid items will be based on actual quantities determined as provided in the Contract Documents.

D. Low bid will be determined by combined base bid values. Contract shall be awarded to proposal deemed most advantageous to the County.

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Does the Proposer have any possible conflict of interest? Yes No If so, explain the nature of potential conflict: ________________________________________

I hereby certify that the information contained in this response to the request for proposals is correct and truthful to the best of my knowledge and belief.

Signature: ______________________________ Date: ___________________________

Title:__________________________________ Company: ___________________________

I, ___________________________________a Notary Public in and for the County and State aforesaid, do hereby certify that personally came before me this day and acknowledged that he is of and by that authority duly given and as an act of the foregoing instrument was signed by As, attested by him/herself as Secretary, and sealed with the common seal of said corporation.

IN WITNESS WHEREOF, I have hereunto set my hand and Notarial Seal this the ______________day of

____________________________, 20______________.

Notary Public

My commission expires: (SEAL)

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Attachment C

STATEMENT OF BIDDER QUALIFICATIONS

1. Name and Address:

2. Contact Person for this Project: _____________________________________________

Phone No: _______________________________________________________________

Email address: ____________________________________________________________

3. Number of years the Contractor has been engaged under the present firm name, as indicated above: ______________________________________

4. Number of regular full-time employees ______________ Number of part time employees __________________

5. Company Federal ID#. _____________________________________________________

6. NC Contractor’s License #: __________________________________________________

6. Name(s) of companies that will share significant and substantive responsibilities with the

Contractor in performing the scope of services under the Contract:

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Attachment D

CLIENT REFERENCE

Reference #1

Company Name

Contact Name

Title

Phone Number

Scope of Services Provided

Reference #2

Contact Name

Title

Reference #3

Contact Name

Title

5/8/2025 RFP SW-FY25-001

Attachment E

ACKNOWLEDGEMENT OF AMENDMENTS

The following form shall be completed and included in the bid submission.

Failure to acknowledge receipt of all amendments may cause the bid to be considered non-responsive to the solicitation. Acknowledged receipt of each amendment must be clearly established and included with the bid.

The undersigned acknowledges receipt of the following amendments to the documents:

Amendment No. ____________________, Dated ________________________

Contractor Name: ________________________________________________________

Address: _______________________________________________________

Signature of Authorized Representative: _____________________________________

Title: _________________________________________________________________

Phone Number: ________________________________________________________

5/8/2025 RFP SW-FY25-001

Attachment F

ANTI-COLLUSION AFFIDAVIT

STATE OF NORTH CAROLINA

COUNTY OF BEAUFORT

________________________________________________, being first duly sworn deposes and says that:

1. He/she is the ___________________(title) of _____________________________________

(company name);

2. He/she is fully informed respecting the preparation and contents of the attached bid and of all pertinent circumstances respecting such bid;

3. Such bid is genuine and is not collusive or sham bid;

4. Neither the said bidder, nor any of its officers, partners, owners agents, representatives, employees or parties in interest, including this affiant, has in any way collude, conspired, connived or agreed, directly or indirectly, with any other bidder, firm or person to submit collusive or sham bid in connection with the contract for which the attached bid has been submitted or to refrain from bidding in connection with such contract, or has in any manner, directly or indirectly sought by agreement or collusion or communication or conference with any other bidder, firm or person to fix any overhead, profit, or cost element of the bid price of any other bidder to secure through collusion, conspiracy, connivance or unlawful agreement any advantage against the Beaufort County, or any person interested in the proposed contract; and

5. The price or prices quoted in the attached bid are fair and proper and are not contained by any collusion, conspiracy, connivance or unlawful agreement on the part of the bidder or any of its agents, representatives, owners, employees, or parties, in interest, including this affiant.

________________________________ (SEAL)

_______________________________________(TITLE)

Subscribed and sworn to before me, this the ______________ day of _____________________________, 20_____.

Notary Public _______________________________

County of ______________________________, NC

My Commission expires _______________________ (SEAL)

Attachment G

Site Improvements Plans

42"

6"

6"

6' MAX.

6"

TOP RAIL SHALL BE CONTINUOUSLY SMOOTH WITH NO PROJECTIONS OR PROTRUSIONS.

STEEL POST SOCKET

NON-SHRINK GROUT

COMPACT SUBGRADE TO 95% MAXIMUM DENSITY

SECTION VIEW

NOT TO SCALE

SIDE VIEW

NOT TO SCALE

AURORA

SITE

before you dig.Call Know what's below.

North Carolina One-Call Center

Scale: 1"=20'

SITE PLAN1

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C-01

HAND RAIL INSTALLATION

AutoCAD SHX Text PARALLEL RAIL: 2" O.D. SCHEDULE 40 STEEL PIPE, 0.145" WALL THICKNESS PAINTED YELLOW

AutoCAD SHX Text File No.

AutoCAD SHX Text Sheet No.

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text Scale:

AutoCAD SHX Text

LICENSE NO. C-4111

AutoCAD SHX Text INNER BANKS ENGINEERING, PC P. O. BOX 154 Washington, NC 27889 252-945-2983 MUPEEDIN@IBXENGINEERING.COM

AutoCAD SHX Text 21005

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text R

AutoCAD SHX Text GENERAL SITE NOTES: ALL NEW SERVICES AND FACILITIES SHALL MEET ALL NC BUILDING CODE REQUIREMENTS. ALL EXISTING UTILITIES ARE SHOWN BASED ON FIELD EVIDENCE. PRIOR TO ANY DIGGING NC ONE CALL SHALL BE CALLED AND CONFIRM LOCATION AND SIZE OF ALL EXISTING UTILITIES. LIMITS OF CONSTRUCTION IS LESS THAN 1 AC

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text AC ACRE ACRE CONC CONCRETE CONCRETE ELEV ELEVATION ELEVATION EIP EXISTING IRON PIPE EXISTING IRON PIPE EIR EXISTING IRON ROD EXISTING IRON ROD EIA EXISTING AXLE EXISTING AXLE ECM EXISTING CONC MONUMENT EXISTING CONC MONUMENT EP EDGE OF PAVEMENT EDGE OF PAVEMENT EPK EXISTING PARKER KALON NAIL EXISTING PARKER KALON NAIL EMGN EXISTING MAG NAIL EXISTING MAG NAIL ERRS EXISTING RAILROAD SPIKE EXISTING RAILROAD SPIKE FFE FINISHED FLOOR ELEVATION FINISHED FLOOR ELEVATION FO FIBER OPTIC FIBER OPTIC INV INVERT INVERT LP LIGHT POLE LIGHT POLE MBL MINIMUM BUILDING LINE MINIMUM BUILDING LINE NPS NO POINT SET NO POINT SET NTS NOT TO SCALE NOT TO SCALE OHE OVERHEAD POWER OVERHEAD POWER PP POWER POLE POWER POLE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE R/W RIGHT OF WAY RIGHT OF WAY SIR SET 5/8" REBAR SET 5/8" REBAR SRRS SET RAILROAD SPIKE SET RAILROAD SPIKE SSMH SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SF SQUARE FEET SQUARE FEET TC TOP OF CONCRETE TOP OF CONCRETE TELE TELEPHONE PEDESTAL TELEPHONE PEDESTAL WM WATER METER WATER METER WV WATER VALVE WATER VALVE SURVEYED LINE ADJACENT PROPERTY LINE TIE LINE DITCH

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

NTS

AutoCAD SHX Text 10'

AutoCAD SHX Text Graphic Scale: 1"=20'-0"

AutoCAD SHX Text 0'

AutoCAD SHX Text 20'

AutoCAD SHX Text

SITE

AutoCAD SHX Text

MAYO RD

AutoCAD SHX Text

NC HWY 33

AutoCAD SHX Text

POSTS 2" O.D. SCHEDULE 40 STEEL PIPE, 0.145" WALL THICKNESS PAINTED YELLOW

AutoCAD SHX Text

SPRING CREEK RD

AutoCAD SHX Text

BAY CITY RD

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

EXISTING WOOD DECK

AutoCAD SHX Text

EXISTING COMPACTOR

AutoCAD SHX Text

REMOVE AND REPLACE CONCRETE PAD AT COMPACTOR 35'X10'X8"

AutoCAD SHX Text

REMOVE EXISTING WOOD DECK

AutoCAD SHX Text

INSTALL 2 NEW LED LIGHTS ON EXISTING POLE

AutoCAD SHX Text

REMOVE EXISTING STEPS

AutoCAD SHX Text

INSTALL NEW 25'X10'X6" CONCRETE PAD FOR YARD WASTE CONTAINER

AutoCAD SHX Text

INSTALL 40 LF OF NEW RETAINING WALL

AutoCAD SHX Text

INSTALL 170 LF OF NEW METAL HAND RAIL AT CONCRETE PAD AND WALL

AutoCAD SHX Text

INSTALL 60 LF OF NEW WOOD SPLIT RAIL FENCE

AutoCAD SHX Text

REPLACE GATE

AutoCAD SHX Text

REPLACE GATE

AutoCAD SHX Text

POST AND RAIL FENCE DETAIL

AutoCAD SHX Text

4"X4" PRESSURE TREATED WOOD POST

AutoCAD SHX Text 2"x4" PRESSURE TREATED WOOD RAIL

AutoCAD SHX Text NOTES: 1. ALL LUMBER FOR POST AND RAIL FENCE ALL LUMBER FOR POST AND RAIL FENCE SHOULD BE PRESSURE TREATED 2. 4"X4" WOOD POSTS SHOULD BE PLACED 4"X4" WOOD POSTS SHOULD BE PLACED AT 8' O.C. 3. POSTS TO BE SET IN CONCRETE POSTS TO BE SET IN CONCRETE 4. RAILS SHOULD BE 2"X4" PRESSURE RAILS SHOULD BE 2"X4" PRESSURE TREATED LUMBER 5. RAILS SHOULD BE ATTACHED WITH (2) 3 RAILS SHOULD BE ATTACHED WITH (2) 3 12' DECKING SCREWS AT EACH INTERSECTION.

AutoCAD SHX Text NOTES: 1. INSTALL AND BACKFILL NEW RETAINING WALL ~ 40 LF INSTALL AND BACKFILL NEW RETAINING WALL ~ 40 LF 2. INSTALL NEW SPLIT RAIL FENCE ~ 120 LF INSTALL NEW SPLIT RAIL FENCE ~ 120 LF 3. POUR NEW CONCRETE PAD FOR YARD WASTE CONTAINER POUR NEW CONCRETE PAD FOR YARD WASTE CONTAINER 25'X10'X6" 4. REMOVE AND REPLACE CONCRETE PAD FOR COMPACTOR REMOVE AND REPLACE CONCRETE PAD FOR COMPACTOR 35'X10'X8" 5. REMOVE METAL BRACKETS FROM TOP OF EXISTING REMOVE METAL BRACKETS FROM TOP OF EXISTING RETAINING WALL 6. MOUNT CONTROLLER BOX FOR COMPACTOR ON NEW METAL MOUNT CONTROLLER BOX FOR COMPACTOR ON NEW METAL RAILS 7. RE GRADE ALL GRAVEL AREAS AROUND DUMPSTERS FOR RE GRADE ALL GRAVEL AREAS AROUND DUMPSTERS FOR BETTER DRAINAGE TOWARDS PROPERTY LINE 8. REPLACE BOTH ENTRANCE GATES REPLACE BOTH ENTRANCE GATES 9. OWNER TO PROVIDE DUMPSTER FOR DISPOSAL. OWNER TO PROVIDE DUMPSTER FOR DISPOSAL. 10. TOP OF THE NEW METAL AND WOOD RAILS NEEDS TO BE TOP OF THE NEW METAL AND WOOD RAILS NEEDS TO BE 42” ABOVE THE WALKING SURFACE WITH THE MID-RAIL ABOVE THE WALKING SURFACE WITH THE MID-RAIL CENTERED BETWEEN THE TOP OF THE RAIL AND THE WALKING SURFACE

AutoCAD SHX Text

EXISTING CHAINLINK FENCE

AutoCAD SHX Text

ATTENDANT BUILDING LOCATION

AutoCAD SHX Text

WALK UP DUMPSTER

AutoCAD SHX Text

COVERED DUMPSTER

AutoCAD SHX Text

WALK UP DUMPSTER

AutoCAD SHX Text

OLD CAMPBEL'S CREEK ROAD

AutoCAD SHX Text

INSTALL 30 LF OF NEW WOOD SPLIT RAIL FENCE

AutoCAD SHX Text

INSTALL 30 LF OF NEW WOOD SPLIT RAIL FENCE

AutoCAD SHX Text

GRAVEL AREA

AutoCAD SHX Text

GRAVEL AREA

AutoCAD SHX Text

GRAVEL AREA

AutoCAD SHX Text

GRAVEL AREA

AutoCAD SHX Text

RE GRADE ALL AREAS AROUND DUMPSTER LOCATIONS

AutoCAD SHX Text

12"X12"X63.5' CONCRETE FOOTING WITH 2- NO 4 REBAR LONGITUDINAL

AutoCAD SHX Text

NO 4 REBAR @ 24" O/C LENGTH VARIES TIED TO NEW FOOTING

AutoCAD SHX Text

CONCRETE BLOCK WALL TO MATCH EX. CONCRETE BLOCK

AutoCAD SHX Text

TOP OF NEW WALL MATCH EXISTING RUNS HALF THE LENGTH OF ENTIRE NEW WALL

AutoCAD SHX Text

NO 4 REBAR @ 24" O/C 24" LONG GROUTED INTO EX. WALL

AutoCAD SHX Text

12"X12"X63.5' CONCRETE FOOTING WITH 2- NO 4 REBAR LONGITUDINAL

AutoCAD SHX Text

END OF EX WALL TIE TO EXISTING EL 9.07'

AutoCAD SHX Text

WALL DETAIL A

MariePeedin Stamp

MariePeedin Stamp

MariePeedin Text Box 5/1/25

6"

6' MAX.

6"

TOP RAIL SHALL BE CONTINUOUSLY SMOOTH WITH NO PROJECTIONS OR PROTRUSIONS.

STEEL POST SOCKET

NON-SHRINK GROUT

COMPACT SUBGRADE TO 95% MAXIMUM DENSITY

SECTION VIEW

NOT TO SCALE

SIDE VIEW

NOT TO SCALE

BUCK JONES

SITE

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North Carolina One-Call Center

Scale: 1"=20'

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C-02

HAND RAIL INSTALLATION

AutoCAD SHX Text PARALLEL RAIL: 2" O.D. SCHEDULE 40 STEEL PIPE, 0.145" WALL THICKNESS PAINTED YELLOW

AutoCAD SHX Text File No.

AutoCAD SHX Text Sheet No.

AutoCAD SHX Text Description

AutoCAD SHX Text Date

AutoCAD SHX Text Scale:

AutoCAD SHX Text

LICENSE NO. C-4111

AutoCAD SHX Text INNER BANKS ENGINEERING, PC P. O. BOX 154 Washington, NC 27889 252-945-2983 MUPEEDIN@IBXENGINEERING.COM

AutoCAD SHX Text 21005

AutoCAD SHX Text 1" = 20'

AutoCAD SHX Text R

AutoCAD SHX Text GENERAL SITE NOTES: ALL NEW SERVICES AND FACILITIES SHALL MEET ALL NC BUILDING CODE REQUIREMENTS. ALL EXISTING UTILITIES ARE SHOWN BASED ON FIELD EVIDENCE. PRIOR TO ANY DIGGING NC ONE CALL SHALL BE CALLED AND CONFIRM LOCATION AND SIZE OF ALL EXISTING UTILITIES. LIMITS OF CONSTRUCTION IS LESS THAN 1 AC

AutoCAD SHX Text

LEGEND

AutoCAD SHX Text AC ACRE ACRE CONC CONCRETE CONCRETE ELEV ELEVATION ELEVATION EIP EXISTING IRON PIPE EXISTING IRON PIPE EIR EXISTING IRON ROD EXISTING IRON ROD EIA EXISTING AXLE EXISTING AXLE ECM EXISTING CONC MONUMENT EXISTING CONC MONUMENT EP EDGE OF PAVEMENT EDGE OF PAVEMENT EPK EXISTING PARKER KALON NAIL EXISTING PARKER KALON NAIL EMGN EXISTING MAG NAIL EXISTING MAG NAIL ERRS EXISTING RAILROAD SPIKE EXISTING RAILROAD SPIKE FFE FINISHED FLOOR ELEVATION FINISHED FLOOR ELEVATION FO FIBER OPTIC FIBER OPTIC INV INVERT INVERT LP LIGHT POLE LIGHT POLE MBL MINIMUM BUILDING LINE MINIMUM BUILDING LINE NPS NO POINT SET NO POINT SET NTS NOT TO SCALE NOT TO SCALE OHE OVERHEAD POWER OVERHEAD POWER PP POWER POLE POWER POLE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE R/W RIGHT OF WAY RIGHT OF WAY SIR SET 5/8" REBAR SET 5/8" REBAR SRRS SET RAILROAD SPIKE SET RAILROAD SPIKE SSMH SANITARY SEWER MANHOLE SANITARY SEWER MANHOLE SF SQUARE FEET SQUARE FEET TC TOP OF CONCRETE TOP OF CONCRETE TELE TELEPHONE PEDESTAL TELEPHONE PEDESTAL WM WATER METER WATER METER WV WATER VALVE WATER VALVE SURVEYED LINE ADJACENT PROPERTY LINE TIE LINE DITCH

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

NTS

AutoCAD SHX Text 10'

AutoCAD SHX Text Graphic Scale: 1"=20'-0"

AutoCAD SHX Text 0'

AutoCAD SHX Text 20'

AutoCAD SHX Text

SITE

AutoCAD SHX Text

CLAY BOTTOM

AutoCAD SHX Text

NC HWY 33

AutoCAD SHX Text

POSTS 2" O.D. SCHEDULE 40 STEEL PIPE, 0.145" WALL THICKNESS PAINTED YELLOW

AutoCAD SHX Text

SCHOOL ROAD

AutoCAD SHX Text

REPLACE GATE

AutoCAD SHX Text

REPLACE GATE

AutoCAD SHX Text

REMOVE EXISTING VEGETATION TO IMPROVE LINE OF SIGHT

AutoCAD SHX Text

NEW 10'X35'X8" CONCRETE DUMPSTER PAD

AutoCAD SHX Text

REMOVE EXISTING WOOD DECK & DISPOSE

AutoCAD SHX Text RESET EXISTING WOODEN POWER POLE. REWIRE COMPACTOR AND ATTENDANT BUILDING TO METER BASE TO MEET CODE. (SEE PICTURE 3) WIRING TO BE IN CONDUIT.

AutoCAD SHX Text

REPAIR WASHOUT UNDER ATTENDANT BUILDING (SEE PICTURE 1)

AutoCAD SHX Text

REMOVE EXISTING WOODEN RETAINING WALL (SEE PICTURE 2)

AutoCAD SHX Text

50 LF OF NEW RETAINING WALL (SEE DETAIL A)L (SEE DETAIL A)

AutoCAD SHX Text

40 LF OF NEW RETAINING WALL (SEE DETAIL A)

AutoCAD SHX Text

EXISTING TRASH COMPACTOR

AutoCAD SHX Text NOTES: 1. NEW METAL HAND RAILS ~ 150 LF NEW METAL HAND RAILS ~ 150 LF 2. MOUNT COMPACTOR CONTROL TO NEW MOUNT COMPACTOR CONTROL TO NEW METAL RAIL 3. REMOVE AND REPLACE DAMAGED SECTION REMOVE AND REPLACE DAMAGED SECTION OF EXISTING RETAINING WALL 4. IMPROVE ANY DAMAGED ELECTRICAL IMPROVE ANY DAMAGED ELECTRICAL WIRING 5. OWNER TO PROVIDE DUMPSTER FOR OWNER TO PROVIDE DUMPSTER FOR DISPOSAL. 6. TOP OF THE NEW METAL AND WOOD TOP OF THE NEW METAL AND WOOD RAILS NEEDS TO BE 42” ABOVE THE ABOVE THE WALKING SURFACE WITH THE MID-RAIL CENTERED BETWEEN THE TOP OF THE RAIL AND THE WALKING SURFACE

AutoCAD SHX Text

EXISTING CHAINLINK FENCE

AutoCAD SHX Text

EXISTING CHAINLINK FENCE

AutoCAD SHX Text

POST AND RAIL FENCE DETAIL

AutoCAD SHX Text

4"X4" PRESSURE TREATED WOOD POST

AutoCAD SHX Text 2"x4" PRESSURE TREATED WOOD RAIL

AutoCAD SHX Text NOTES: 1. ALL LUMBER FOR POST AND RAIL FENCE ALL LUMBER FOR POST AND RAIL FENCE SHOULD BE PRESSURE TREATED 2. 4"X4" WOOD POSTS SHOULD BE PLACED 4"X4" WOOD POSTS SHOULD BE PLACED AT 8' O.C. 3. POSTS TO BE SET IN CONCRETE POSTS TO BE SET IN CONCRETE 4. RAILS SHOULD BE 2"X4" PRESSURE TREATED LUMBER RAILS SHOULD BE 2"X4" PRESSURE TREATED LUMBER 5. RAILS SHOULD BE ATTACHED WITH (2) 3 ' DECKING RAILS SHOULD BE ATTACHED WITH (2) 3 ' DECKING 12' DECKING SCREWS AT EACH INTERSECTION.

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

CONCRETE PAD

AutoCAD SHX Text

ATTENDANT BUILDING LOCATION

AutoCAD SHX Text

EXISTING WOOD DECK

AutoCAD SHX Text

GRAVEL AREA

AutoCAD SHX Text

GRAVEL AREA

AutoCAD SHX Text

GRAVEL AREA

AutoCAD SHX Text

150 LF OF NEW METAL HAND RAIL ON TOP OF WALL (SEE DETAIL)

AutoCAD SHX Text

CLAY BOTTOM SCHOOL RD

AutoCAD SHX Text

ELECTRONIC WASTE

AutoCAD SHX Text

WALK UP DUMPSTER

AutoCAD SHX Text

COVERED DUMPSTER

AutoCAD SHX Text

TOP OF NEW WALL MATCH EXISTING RUNS HALF THE LENGTH OF ENTIRE NEW WALL

AutoCAD SHX Text

NO 4 REBAR @ 24" O/C 24" LONG GROUTED INTO EX. WALL

AutoCAD SHX Text

12"X12"X63.5' CONCRETE FOOTING WITH 2- NO 4 REBAR LONGITUDINAL

AutoCAD SHX Text

END OF EX WALL TIE TO EXISTING EL 39.56'

AutoCAD SHX Text

TIE NEW WALL TO EX. WALL WITH NO 4 REBAR 18"O/C GROUT REBAR INTO EXISTING WALL

AutoCAD SHX Text

12"X12"X63.5' CONCRETE FOOTING WITH 2- NO 4 REBAR LONGITUDINAL

AutoCAD SHX Text

NO 4 REBAR @ 24" O/C LENGTH VARIES TIED TO NEW FOOTING

AutoCAD SHX Text

CONCRETE BLOCK WALL TO MATCH EX. CONCRETE BLOCK

AutoCAD SHX Text

WALL DETAIL A

AutoCAD SHX Text

PICTURE 2

AutoCAD SHX Text

PICTURE 3

AutoCAD SHX Text

REMOVE EXISTING METAL RAILS

MariePeedin Stamp

MariePeedin Stamp

MariePeedin

6"

6' MAX.

6"

TOP RAIL SHALL BE CONTINUOUSLY SMOOTH WITH NO PROJECTIONS OR PROTRUSIONS.

STEEL POST SOCKET

NON-SHRINK GROUT

COMPACT SUBGRADE TO 95% MAXIMUM DENSITY

SECTION VIEW

NOT TO SCALE

SIDE VIEW

NOT TO SCALE

FIVE POINTS

SITE

before you dig.Call Know what's below.

North Carolina One-Call Center

Scale: 1"=20'

SITE PLAN1

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C-03

HAND RAIL INSTALLATION

AutoCAD SHX Text PARALLEL RAIL: 2" O.D.