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HomeMy WebLinkAbout2021-277-AMS-ASJ Wilson Construction-Install bus shelters at Faucette Mill and Homestead Revised 07/20 1 [Departmental Use Only] TITLE Bus Shelters RFP5316 FY 2020-2021 NORTH CAROLINA CONSTRUCTION AGREEMENT UNDER $250,000.00 ORANGE COUNTY THIS CONSTRUCTION AGREEMENT (hereinafter called “Agreement”), made as of the 1st day of June, 2021, by and between ASJ Wilson Construction, LLC, (hereinafter called the “Contractor”), and Orange County, a political subdivision of the State of North Carolina, (hereinafter called the “County,” “Orange County,” or “Owner”). W I T N E S S E T H: That the Contractor and the Owner, for the consideration herein named, agree as follows: 1. CONTRACT DOCUMENTS; PRIORITY The Contract Documents consist of this Agreement, the Request for Proposals, Proposal, Construction Drawings, and Written Specifications. The Contract Documents form the Contract. In the event of any inconsistency between or among the Contract Documents the Contract Documents shall be interpreted in the following order of priority: a. This Agreement. b. Designer Approved Bulletins and Field Orders. c. Request for Proposals and addenda thereto. d. Proposal. 2. SCOPE OF WORK The Contractor shall furnish and deliver all of the materials, and perform all of the work required by this Agreement within the time period stipulated in a written Notice-to-Proceed to be executed by the Contractor and Owner and in accordance with the following enumerated documents, which are made a part hereof as if fully contained herein: a. Construction Drawings prepared by Ramey Kemp Associates (Sheet Site 201 Sheets 1, 2, 3, & 4, Site 202 Sheets 1,2,3,&4, Site 203 Sheets 1,2,3,& 4, and Site 204 Sheets 1,2,3 and 4 dated 12/5/2019) b. Written specifications prepared by the project engineer. c. ASJ Wilson Construction, LLC proposal dated May 7, 2021 which fully describes the work to be performed. Such work will hereafter be called the “Work”. d. Related documents listed under Section 1 above. DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 Revised 07/20 2 3. TERM AND SCHEDULING a. The Contractor agrees to commence work pursuant to the written Notice to Proceed. b. The Contractor agrees to complete substantially all Work by September 29, 2021 or 120 calendar days from the date of the Notice to Proceed. c. Time is of the essence with respect to all dates specified in the Contract Documents as Completion Dates. d. The Contractor shall perform the Work in the time, manner, and form required by the Contract Documents and as stipulated in a written Notice-to-Proceed to be executed by the Contractor and Owner. e. It is expressly understood that the Owner will employ other contractors to perform work as a part of the Project whose work will be performed simultaneously and sequentially with the performance of the Work by the Contractor. It shall be necessary for the Contractor to coordinate its activities with such other contractors, particularly with respect to access to work areas, storage of materials and other common facilities. f. Should the Owner determine that the Contractor is behind schedule Owner may require, at no additional cost to the Owner, the Contractor to expedite and accelerate its efforts, including providing additional resources and working overtime, as necessary, to perform the Work in accordance with the approved project schedule. 4. STANDARD OF CARE a. The Contractor shall exercise reasonable care and diligence in performing the Work in accordance with the highest generally accepted standards of this type of Contractor practice throughout the United States and in accordance with applicable federal, state and local laws and regulations applicable to the performance of these services. Contractor is solely responsible for the professional quality, accuracy and timely completion and submission of all work. b. The Contractor shall not load or permit any part of the Work to be loaded with a weight that will endanger its safety, intended performance or configuration. c. Contractor shall be responsible for all errors or omissions caused by its employees, agents, contractors, or assigns in the performance of the Agreement. Contractor shall correct any and all errors, omissions, discrepancies, ambiguities, mistakes or conflicts at no additional cost to the Owner. d. Contractor is an independent contractor of Owner. Any and all employees of the Contractor engaged by the Contractor in the performance of any work or services required of the Contractor under this Agreement, shall be considered employees or agents of the Contractor only and not of the Owner, and any and all claims that may or might arise under any workers compensation or other law or contract on behalf of said employees while so engaged shall be the sole obligation and responsibility of the Contractor. DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 Revised 07/20 3 e. If activities related to the performance of this Agreement require specific licenses, certifications, or related credentials Contractor represents that it or its employees, agents and subcontractors engaged in such activities possess such licenses, certifications, or credentials and that such licenses certifications, or credentials are current, active, and not in a state of suspension or revocation. f. The Contractor is responsible for all physical damage to owned or rented machinery, tools, equipment, forms, and other items owned, rented or used by the Contractor and Subcontractor(s) in the performance of the Work including all of Owner’s property in Contractor’s care, custody, or control, and all such property while it is in transit. g. The Contractor is solely responsible for obtaining all permits necessary to complete the Work in compliance with all local, state, and federal laws. 5. PAYMENT & TAXES a. The Owner hereby agrees to pay to the Contractor for the faithful performance of this Agreement, and the Contractor hereby agrees to perform all of the Work for a sum not-to- exceed Thirty-Four Thousand, Five Hundred Thirty-Four Dollars ($34,534.00). Not later than the fifth (5th) day of each calendar month the Contractor shall submit to the Owner ’s Representative, generally the architect if an architect is retained on the Work, a Request for Payment for work done during the previous calendar month. i. The Request for Payment shall be in form of a standardized invoice or AIA Document G702-703 appropriately addressed to Owner’s Representative at PO Box 8181, Hillsborough, NC 27278 and shall show substantially the value of work done during the previous calendar month. ii. The amount due for payment shall be ninety-five percent (95%) of the value of work completed since the last Request for Payment and this amount shall be paid by the Owner on or before the last business day of the month. Owner shall retain five percent (5%). 1. Upon Owner’s Representative’s certification that ninety percent (90%) of the Work has been satisfactorily completed retainage may be discontinued. Retainage may be discontinued, at Owner’s Discretion, so long as work continues to be completed satisfactorily and on schedule. iii. Final payment shall not be due to the Contractor until thirty (30) days after one hundred percent (100%) of the Work, including punch list work, has been satisfactorily (as determined by the County) completed and an appropriate affidavit as required in Section 7(c) below has been received by Owner. b. Should Owner reasonably determine that Contractor has failed to perform the Work related to a Request for Payment, Owner, at its discretion may provide the Contractor ten (10) days to cure the breach. Owner may withhold the accompanying payment without penalty until such time as Contractor cures the breach. i. Should Contractor or its representatives fail to cure the breach within ten (10) days, or fail to reasonably agree to such modified schedule, Owner may immediately terminate this Agreement in writing, without penalty or incurring further obligation to Contractor. ii. This section shall not be interpreted to limit the definition of breach to the failure to perform the Work related to a Request for Payment. DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 Revised 07/20 4 c. The Contractor has included in the Contract Price and shall pay all taxes assessed by any authority on the Work or the labor and materials used therein. It shall be the Contractor's responsibility to furnish the Owner documentary evidence showing the materials used and sales and use tax paid by the Contractor and each of its subcontractors. 6. INSURANCE AND BONDS a. Minimum requirements – Contractor shall obtain, at its sole expense, Commercial General Liability Insurance, Automobile Insurance, Workers’ Compensation Insurance, and any additional insurance as may be required by Owner’s Risk Manager as such insurance requirements are described in the Orange County Risk Transfer Policy and Orange County Minimum Insurance Coverage Requirements (each document is incorporated herein by reference and may be viewed at http://www.orangecountync.gov/departments/purchasing_division/contracts.php). If Owner’s Risk Manager determines additional insurance coverage is required such additional insurance shall be designated here N/A (if no additional insurance required mark N/A as being not applicable). Contractor shall not commence construction work until such insurance is in effect and certification thereof has been received by the Owner's Risk Manager. b. Performance Bonds – Contractor shall furnish bonds covering the faithful performance of the Contract and payment of all obligations arising under any of the Contract Documents or related in any way to the Work. Contractor shall immediately furnish a copy of such bonds to any requesting person who appears to be a potential beneficiary of bonds covering payment obligations arising under any of the Contract Documents. This subsection 6(b) applies only to Contracts of fifty thousand dollars ($50,000.00) or more where the total cost for the project is three hundred thousand dollars ($300,000.00) or more. 7. INDEMNITY a. To the extent authorized by North Carolina law the Contractor shall indemnify, without limitation, and hold harmless to the maximum extent permitted by law the Owner and its agents and employees from and against any and all claims, damages, loss es and expenses, including attorney's fees, arising out of or resulting from the performance or nonperformance of the Work, provided that any such claim, damages, loss or expense (A) is attributable to bodily injury, sickness, disease or death or injury to, or destruction of, property, including the loss of use resulting therefrom; and (B) is caused in whole or in part by any breach of any provision of the Agreement or by any negligent or wrongful act or omission of the Contractor, any Subcontractor, or supplier of the Contractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable. The indemnification obligation under this paragraph shall not be limited in any way by any limitation of the amount or type of damages, compensation or benefits payable by or for the Contractor or any subcontractor under workers' compensation acts, disability benefits acts or other employee benefit acts. It is the intent of this section that the Contractor shall indemnify the County to the maximum extent allowed by law. b. The Contractor shall indemnify and hold harmless Owner from any lien of whatever type through the purchase of appropriate bonds and insurance as designated in Section 6 above. In the event any such lien is filed against Owner’s property Contractor shall, through such DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 Revised 07/20 5 bonds and insurance or at Contractors expense, defend Owner against all such claims of lien. c. Upon completion of the Work the Contractor shall execute an affidavit stating there are no unpaid debts for any work that has been done or materials that have been furnished to the project prior to and as of the date of substantial completion and further stating that Contractor shall indemnify, save and protect Owner and Owner’s lender, if any, harmless from and against any and all claims, liabilities, losses, damages, causes of action, and expenses (including court costs and reasonable attorney’s fees related thereto) arising out of, in connection with, or resulting from any such debts and liens. Such indemnification shall be in a form and substance acceptable to Owner. d. By executing this Agreement Contractor agrees to abide by and be bound by the indemnification provisions herein and of Section 7(c) specifically. 8. DISPUTE RESOLUTION AND GOVERNING LAW a. Any dispute with respect to any provision of, or the performance or non-performance of, this Agreement shall be subject to the Dispute Resolution Rules and Procedures for Orange County Design, Building Construction, Renovation, and Repair Projects. The policy is incorporated herein by reference and may be viewed at http://www.orangecountync.gov/departments/purchasing_division/contracts.php). b. The laws of the State of North Carolina shall apply to the interpretation and enforcement of this Agreement. Any and all suits or actions to enforce, interpret or seek damages with respect to any provision of, or the performance or nonperformance of, this Agreement or the Contract shall be brought in the General Court of Justice of North Carolina sitting in Orange County, North Carolina and it is agreed by the parties that no other court shall have jurisdiction or venue with respect to such suits or actions. c. Notice of any claim by Owner or Contractor must be initiated by written notice to the other Party within thirty (30) days of the occurrence of the event giving rise to the claim or within thirty (30) days of the discovery of the event or condition giving rise to the claim, whichever is later. i. Should any claim be made, regardless of whether such claim is made by Owner or Contractor, Contractor shall continue to faithfully and diligently perform the Work in such a manner as to meet all scheduled timelines. Any failure to faithfully and diligently perform the Work may be deemed, by the Owner, a breach of the Contract. ii. If a claim is made such claim shall be made to the initial decision maker, if applicable, who may request more supporting data, reject the claim in whole or in part, approve the claim in whole or in part or advise the parties the claim is unable to be resolved. iii. If a claim is made by the Owner the Owner may, but is not obligated to, notify the surety. 9. NON–APPROPRIATION a. Contractor acknowledges that Owner is a governmental entity, and the validity of this Agreement is based upon the availability of public funding under the authority of its statutory mandate. DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 Revised 07/20 6 b. In the event that public funds are unavailable and not appropriated for the performance of Owner’s obligations under this Agreement, then this Agreement shall automatically expire without penalty to Owner immediately upon written notice to Contractor of the unavailability and non-appropriation of public funds. It is expressly agreed that Owner shall not activate this non-appropriation provision for its convenience or to circumvent the requirements of this Agreement, but only as an emergency fiscal measure during a substantial fiscal crisis. c. In the event of a change in the Owner’s statutory authority, mandate or mandated functions, by state or federal legislative or regulatory action, which adversely affects Owner’s authority to continue its obligations under this Agreement, then this Agreement shall automatically terminate without penalty to Owner upon written notice to Contractor of such limitation or change in Owner’s legal authority. 10. NOTICES Any notice required by this Agreement shall be in writing and delivered by certified or registered mail, return receipt requested to the following: Owner: Contractor: Orange County ASJ Wilson Construction, LLC Attn: AMS Attn: Josephus Wilson P.O. Box 8181 415 Pisgah Church Road, PMB 128 Hillsborough, NC 27278 Greensboro, NC 27455-2590 11. MISCELLANEOUS a. Duties and Obligations imposed by the Contract Documents shall be in addition to any Duties and Obligations imposed by state, federal or local law, rules, regulations and ordinances. b. No act or failure to act by the Owner or Contractor shall constitute a waiver of any right or duty granted them under the Contract Documents, nor shall any act or failure to act constitute any approval except as specifically agreed in writing. c. The Work shall be tested and inspected as required by the Contract Documents and as required by law. Unless prohibited by law the costs of all such tests and inspections related to state and federal codes such as ADA, Administrative, Electrical, Plumbing, Mechanical and Building Codes shall be borne by the Contractor. The costs for material and structural testing shall be conducted by an independent third party at the expense of the Owner. Delays related to any of the aforementioned tests and inspections shall not be grounds for delaying the completion of the work. If any such tests and inspections reveal deficiencies in the Work such that the Work does not comply with terms or requirements of the Contract Documents and the requirements of any code or law the Contractor is solely responsible for the cost of bringing such deficiencies into compliance with the terms of the Contract Documents and any code or law. d. Should the Architect, if an architect is retained for the project involving the Work, or Owner reject any portion of the Work for failing to comply with the Contract Documents Contractor shall immediately, at Contractor’s expense, correct the Work. Any such DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 Revised 07/20 7 rejection may be made before or after substantial completion. If applicable, any additional expense borne by the Architect under this section shall be paid at Contractor’s expense. e. The Contractor shall not assign any portion of this Agreement nor subcontract the Work in its entirety without the prior written consent of the Owner. f. By executing this Agreement Contractor affirms that Contractor and any subcontractors of Contractor are and shall remain in compliance with Article 2 of Chapter 64 of the North Carolina General Statutes. g. By executing this Agreement Contractor certifies that Contractor has not been identified, and has not utilized the services of any agent or subcontractor identified, on the list created by the State Treasurer pursuant to G.S. 147-86.58. h. By executing this Agreement Contractor certifies that Contractor has not been identified, and has not utilized the services of any agent or subcontractor identified, on the list created by the State Treasurer pursuant to G.S. 147-86.81. i. The County has designated (Angel Barnes) to act as the County's representative with respect to the Work and shall have the authority to render decisions within guidelines established by the County Manager or the County Board of Commissioners and shall be available during working hours as often as may be reasonably required to render decisions and to furnish information. j. Contractor shall at all times remain in compliance with all applicable local, state, and federal laws, rules, and regulations including but not limited to all state and federal non- discrimination laws, policies, rules, and regulations and the Orange County Non- Discrimination Policy and Orange County Living Wage Policy (each policy is incorporated herein by reference and may be viewed at http://www.orangecountync.gov/departments/purchasing_division/contracts.php). Any violation of the Orange County Non-Discrimination Policy is a breach of this Agreement and County may immediately terminate this Agreement without further obligation on the part of the County. This paragraph is not intended to limit and does not limit the definition of breach to discrimination. k. This Agreement together with any amendments or modifications may be executed electronically. All electronic signatures affixed hereto evidence the consent of the Parties to utilize electronic signatures and intent of the Parties to comply with Article 11A and Article 40 of North Carolina General Statute Chapter 66. l. In the event of a breach by Contractor Owner has sole authority to determine the reasonableness of Contractor’s actions to remedy such breach or complete the performance of its obligations. m. Upon request of the Owner, the Contractor shall submit to County all relevant documentation, including but not limited to, job cost records, to support its claims for final compensation and if such request is made final compensation shall not be due until all relevant documentation is received, reviewed, and approved by Owner. DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 Revised 07/20 8 12. CONSEQUENTIAL AND LIQUIDATED DAMAGES a. Owner and Contractor mutually waive any claim against each other for consequential damages. Consequential Damages include: i. Damages incurred by Owner for loss of use, income, financing, or business. ii. Damages incurred by Contractor for office expenses, including personnel, loss of financing, profit, income, business, damage to reputation, or any other non-direct damages. b. Liquidated damages shall be in accord with the Contract Documents. If the Contract Documents do not otherwise address liquidated damages, such damages shall be in the amount of five hundred dollars ($500.00) per day. 13. TERMINATION OR SUSPENSION a. The Owner may, without cause, order the Contractor to terminate, suspend, delay or interrupt the Work in whole or in part for such period of time as the Owner may determine. i. If Owner issues a written order to delay, suspend, or interrupt the Work, and such order is not due to or as a result of any fault on the part of the Contractor or any subcontractor, the Contractor may recover a per diem amount of five hundred dollars ($500.00) per day with a not-to-exceed limit of ten thousand dollars ($10,000.00). ii. In the event of termination by the Owner under this Agre ement, the Contractor shall be entitled to receive its reasonable and documented direct costs prior to termination, including the cost of materials purchased for the Work which purchases cannot be canceled or which material cannot reasonably be used by the Contractor on other work, and the cost of closing down the work in a safe and efficient manner. iii. If Owner elects to suspend or terminate the contract pursuant to subparagraphs 13.a.i. or 13 a.ii. the sole remedy available to the Contractor are those listed in the subparagraphs and Contractor is not entitled to any right to further claims for any amount owed or disputed or for payment of damages alleged to have been sustained as a result of Owner’s order to delay, suspend, or interrupt the Work. b. The Owner may, with cause, order the Contractor to suspend, delay or interrupt the Work in whole or in part for such period of time as the cause remains. i. If Owner issues a written order to delay, suspend, or interrupt the Work, and such order is due to or as a result of any fault on the part of the Contractor or any subcontractor, the Owner may reduce payment at a per diem amount of five hundred dollars ($500.00) per day. c. Contractor may terminate the Contract if, at the Owner’s written direction, the Work is stopped for twenty one (21) consecutive days through no act or fault of the Contractor, their agents or employees, or a subcontractor or their agents or employees or any other person performing work pursuant to the Contract Documents. Contractor may terminate DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 Revised 07/20 9 the Contract if a Court or other Public authority having jurisdiction enters a lawful order that requires all work to be stopped and such stoppage lasts for twenty one (21) consecutive days. d. Either party may terminate this Agreement upon notice to the other party that obligations pursuant to this Agreement are made impossible due to declarations of emergency by Orange County or by North Carolina due to events directly impacting Orange County. Both parties shall remain responsible for all payment and performance due up to the receipt of such notice, but shall have no further obligation or responsibility beyond that date provided the terminating party has taken all reasonable steps to complete the performance of its obligations. 14. ENTIRE AGREEMENT All of the documents listed, referenced or described in this Agreement, the written Notice-to- Proceed, together with Modifications made or issued in accordance herewith are the Contract Documents, and the work, labor, materials and completed construction required by the Contract Documents and all parts thereof is the Work. The Contract Documents constitute the entire agreement between Owner and Contractor. This Agreement may be amended only by written instrument signed by both parties. Modifications may be evidenced by facsimile signatures. If any provision of the Agreement shall be declared invalid or unenforceable, the remainder of the Agreement shall continue in full force and effect. IN WITNESS WHEREOF, the Parties hereto have executed this Agreement as of the day and date first above written wholly or in a number of counterparts each of which shall, without proof or accounting for other counterparts, be deemed an original contract. ORANGE COUNTY CONTRACTOR ____________________________________ ________________________________________ Signature Signature County Manager ________________________________________ Printed Name and Title DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 Joe Wilson Manager 5/17/20215/22/2021 Revised 07/20 10 ORANGE COUNTY—DEPARTMENT USE ONLY ______________________________________________________________________________ Party/Vendor Name: ASJ Wilson Construction, LLC Party/Vendor Contact Person: Josephus Wilson Contact Phone: 336.272.7122 Party/Vendor Address: 415 Pisgah Church Road, PMB 128 City Greensboro State: NC Zip: 27455 Department: AMS/Planning Amount: $34,534, includes Site 201, 202, 203, 204 and alternate 1 Purpose: Install Bus Shelters at Faucette Mills/US 70, NC 86 @ Home Depot, N Churton St at HPD, NC86 (MLK) and Homestead Road Budget Code(s): 61370035-880000-10062 Vendor # 66963 (N/A if new vendor) Vendor is a BOCC consultant? Yes No Contract Type: (Check one) New Renewal Amendment Effective Date 6/1/2021 Approved by Board Yes No Agenda Date: This agreement is approved as to technical form and content and I as Department Director affirmatively state work on this project has not been initiated prior to execution of the agreement: Department Director’s Signature ________________________________________ Date: ________ Agreements for emergency services or repair are not subject to the above affirmation. If services related to this agreement have already begun or been completed please briefly describe the nature of the emergency condition that was addressed: N/A Risk Management This agreement is approved for sufficiency of insurance standards, specifications, and requirements: Office of the Risk Management Officer___________________________________ Date: _________ Financial Services This instrument has been pre-audited in the manner required by the Local Government Budget and Fiscal Control Act: Office of the Chief Financial Officer ____________________________________ Date: _________ Legal Services This agreement is approved as to legal form and sufficiency: Office of the County Attorney __________________________________________Date: ________ Clerk to the Board Received for record retention: All Docusign contracts must be copied to the Clerk upon completion: occlerkdocs@orangecountync.gov The following signature block is for hard copies only and is not required for Docusign contracts: Office of the Clerk to the Board __________________________________________Date:_________ DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 5/18/2021 5/19/2021 5/21/2021 5/22/2021 01/06/2021 Pelnik Insurance 100 Ridgeview Drive Suite 100 Cary NC 27511 Jen Shon (919) 459-8000 (866) 714-3576 Jen.Shon@pelnik.com ASJ Wilson Construction LLC 415 Pisgah Church Rd PMB 128 Greensboro NC 27455 West Bend Mutual Ins Co 15350 CL211620837 A A826708 01/06/2021 01/06/2022 1,000,000 300,000 5,000 1,000,000 2,000,000 2,000,000 A A826708 01/06/2021 01/06/2022 1,000,000 Uninsured motorist combined single limit 1,000,000 A 0 A826708 01/06/2021 01/06/2022 4,000,000 4,000,000 A N Y A823975 01/06/2021 01/06/2022 1,000,000 1,000,000 1,000,000 A Waiver of Subrogation applies in favor of the Certificate Holder with respects to Workers' Compensation & Employer's Liability policy when required by written contract, executed prior to loss. Orange County PO Box 8181 Hillsborough NC 27278 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. INSURER(S) AFFORDING COVERAGE INSURER F : INSURER E : INSURER D : INSURER C : INSURER B : INSURER A : NAIC # NAME:CONTACT (A/C, No):FAX E-MAILADDRESS: PRODUCER (A/C, No, Ext):PHONE INSURED REVISION NUMBER:CERTIFICATE NUMBER:COVERAGES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. OTHER: (Per accident) (Ea accident) $ $ N / A SUBR WVD ADDL INSD THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. $ $ $ $PROPERTY DAMAGE BODILY INJURY (Per accident) BODILY INJURY (Per person) COMBINED SINGLE LIMIT AUTOS ONLY AUTOSAUTOS ONLY NON-OWNED SCHEDULEDOWNED ANY AUTO AUTOMOBILE LIABILITY Y / N WORKERS COMPENSATION AND EMPLOYERS' LIABILITY OFFICER/MEMBER EXCLUDED? (Mandatory in NH) DESCRIPTION OF OPERATIONS below If yes, describe under ANY PROPRIETOR/PARTNER/EXECUTIVE $ $ $ E.L. DISEASE - POLICY LIMIT E.L. DISEASE - EA EMPLOYEE E.L. EACH ACCIDENT EROTH-STATUTEPER LIMITS(MM/DD/YYYY)POLICY EXP(MM/DD/YYYY)POLICY EFFPOLICY NUMBERTYPE OF INSURANCELTRINSR DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) EXCESS LIAB UMBRELLA LIAB $EACH OCCURRENCE $AGGREGATE $ OCCUR CLAIMS-MADE DED RETENTION $ $PRODUCTS - COMP/OP AGG $GENERAL AGGREGATE $PERSONAL & ADV INJURY $MED EXP (Any one person) $EACH OCCURRENCE DAMAGE TO RENTED $PREMISES (Ea occurrence) COMMERCIAL GENERAL LIABILITY CLAIMS-MADE OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: POLICY PRO-JECT LOC CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DD/YYYY) CANCELLATION AUTHORIZED REPRESENTATIVE ACORD 25 (2016/03) © 1988-2015 ACORD CORPORATION. All rights reserved. CERTIFICATE HOLDER The ACORD name and logo are registered marks of ACORD HIRED AUTOS ONLY DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 WC 00 03 13 (04 84) Copyright 1983, National Council on Compensation Insurance, Inc. Page 1 of 1 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 00 03 13 (Ed. 04 84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from us.) This agreement shall not operate directly or indirectly to benefit anyone not named in the Schedule. Schedule “Organizations for which the Named Insured has agreed to by written contract executed prior to the loss to furnish waiver” This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement No. Premium $ Endorsement Effective 1/6/2021 Policy No. A823975 Insured ASJ Wilson Construction, LLC Insurance Company West Bend Mutual Insurance Countersigned by ____________________________________________ DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 COUNTY OF ORANGE FINANCIAL SERVICES - PURCHASING PO BOX 8181 HILLSBOROUGH, NORTH CAROLINA 27278 ORANGE COUNTY BID NO. 367-OC5316 RFP DATE: April 9,2021 ATTENTION: INTERESTED VENDORS Orange County requests your competitive quotation to furnish the item(s) listed below for Orange County Bus Shelter lnstallation within Hillsborough & Chapel Hill, NG. A non-mandatory site visit is scheduled for Tuesday, April 20,2021 at 10:00 am starting location is Faucette Mills at US 70, to 127 N Churton Street, then to NC 86 at Home Depot, to Martin Luther Klng Jr. Blvd & Homestead Road. We will meet at the corner of Faucette Mills Road and Hwy 70, Hillsborough. This is the only scheduled time for contractors to view the site. By submission of a bid the contractor acknowledges he/she fully understands the extent of the project. Please transmit this quotation via email (pdf format), to the Orange County Purchasing Agent- iamaro@oranqecountvnc.qov by Friday, May 7,2021 no later than 5:00pm License LS17b (if appticabte) ADDRESS L[tS fi,$at, Ct,"a-h ? ',, fuslU TELEpHoNE, Ggq ZtZ'11 Zz EMAIL: 49 r ,' /qr" 1 6) S,.-oi 1.. &,^ ITEM #COMMODITIES/GOODS OR SERVICES 1 HUS UtOp lmprovements tor sfte 201 - Faucette Mill Road sts at us 70 Drawlnos. site 202 - NC 86 SB'at Home Deoot. Site 203 - North Churton Street at Hillsborouoh P6libe Station, Site 204 - NC 86 at Homestead Rd. All drawings dated Decembef 5, 2019. SUBMIT PRICING ON ATTACHMENT A PLEASE STATE FIRM DELIVERY TIME TO START AFTER RECEIPT OF PURCHASE ORDER: / O oevs PLEASE STATE NUMBER OF DAYS TO COMPLETE THE PROJECT AFTER COMMENCEMENT:D.o onys Will any people working on this job make less than $14.95 per hour YES >-- NO _ lf yes, the lowest hourly wage to be paid any employee shall be: $ /t?"rNOUR **SEE ATTACHED INSTRUCTIONS TO BIDDERS-* Orange County Bid Page #1 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 Attachment A Bid Proposal Form: (INSERT PROJECT TITLE HERE) Contractor agrees to furnish all materials, labor, wood and any other supplies necessary to complete the above work, for the sum of: 5 # t ''J \ (.., . tL <, Total Cost for Site 201- Faucette Mills at US 70 (Hillsborough) , ,..tS '/, {i i; (1, Q 0 Total Cost for Site 202 NC 86 at Home Depot (Hillsborough) 1 ) ,1 i), tto Total Cost for Site 203 N Churton Street at Hillsborough Police Station (Hillsborough) Total Cost for Site 204 NC 86 at Homestead Road (Chapel Hill)8 tlg , c)o Revisions (Applicable for all Sheets): o Sheet 2 General Notes No. 1 shall be revised to read as follows: "Orange County shall purchase the bus shelters, benches, and other amenities. The contractor sha!! be responsible for accepting delivery and the storage of materials throughout construction. Contractor to provide anchors and incidental items required to assemble and install bus shelters, benches, and other amenities at no additional cost to the owner. Contractor to install per manufacturer's instructions. Contractor to dispose of packing material in a legal manner off-site and at no additional cost to the owner. " Sheet 3 Typical Bus Shelter Note I sha!! be revised to read as follows: "Shelter, bench, and other amenities shall be purchased by Orange County, installed by contractor." See specific details attached for each shelter type with amenities to be purchased for each bus stop location. General Notes: o All work must be completed within One Hundred Twenty (120) days of the project start date (start date approx. Junet,202ll o Contractor is willing to participate in the County's "DocuSign" digital contracting process and enter into a standard contract with the County. o Contractor must complete and return the Orange County Nondiscrimination Certification and return with bid response. o Upon award contractor must provide a traffic control plan per NCDOT standards for each location.o Upon award contractor must provide a pedestrian control plan per NCDOT standards for each location. o Contractor must review and follow the Public Street or Sidewalk Construction Acceptance Checklist when working within the Town of Hillsborough. o Contractor shall provide all concrete load tickets for each site to Orange County.o Orange County recommends contractor use a traffic control contractor that is familiar with the Town of Hillsborough requirements and regulations. must k follow the working hours for each jurisdiction. S g OO, UA BidAlternateNo.lBusStopShelterDeliveryDelays Bid Page #3 ";1t lzazr DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 (Signatu re of Contractor)(Date) Orange County Bid Page #4 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 --> \---'-t ORANGE COUNTYN()RTH CAROLINA Orange County Asset Management Services Addendum #1 April 22,202L ORANGE COUNTY BID NO. 367-OC5316 Orange County Transit Plan lmplementation - Bus Shelter lnstallation Project No. 10062 RFP# 367-OC5316 To al! Vendors: All other terms and conditions shall remain the same By: Angel Barnes, AMS, cPM; abarnes@orangecountvnc.gov / gtg.z45.2628 Acknowledgement of receipt of this addendum shall be included with your submittal: Company Name: By: Date Received: P.o. Box 8181 * 300 west rryon st.,3'o Floor, office 10 * Hillsborough, North carolina2727g Telephone: 919 245-2625 Fax: 919-644-3001 E-mail : abarnes@orangecountync.gov Page 1 of 2 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 STATE OF NORTH CAROLINA ORANGE COUNTY ***x************x***r(***** AFFIDAVIT ,\ rz U-l'[r','.(the individual attesting below), being duly authorized by and on behalf of (the entity biddine on project hereinafter "Employer") after first being duly sworn hereby swears or affirms as follows: 1. Employer understands that E-Verifv is the federal E-Verify program operated by the United States Department of Homeland Security and other federal agencies, or any successor or equivalent program used to verify the work authorization of newly hired employees pursuant to federal law in accordance with NCGS 564-25(5). 2. Employer understands that Emplovers Must Use E-VerifV. Each employer, after hiring an employee to work in the United States, shallverify the work authorization of the employee through E-Verify in accordance with NCGS$64-26(a). 3. Emplover is a person, business entity, or other organization that transacts business in this State and that employs 25 or more employees in this State. (mark Yes or No) .,,a.YES v,ol b. NO 4. Employer's subcontractors comply with E-Verify, and if Employer is the winning bidder on this project Employer will ensure compliance with E-Verify by any subcontractors subsequently hired by Employer. This _ day of 201_. State of North Carolina, LSqrl6d_ County dav of A4aJ ,2oJt 3 3'9"""""11 il =----).,e8-% /;*2 g%,#tf.s Signature of Affiant Print or Type Name: Notary Public My Commission Expires: Signed and sworn to (or affirmed) before me, this tne ?G t'ta.{ 4 tnut - DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 . --;:..\rlEg3-F- ORANGE COUNTY NC)RI"I{ CARC)LINA Nondiscrimination Certif ication DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 ORAN GE COUNTY NON DISCR! M I NATION CERTI FICATION The undersigned bidder or proposer hereby certifies and agrees that the following information is correct: 1. !n preparing its enclosed bid or proposal, the undersigned bidder or proposer has considered all bids and proposals submitted from qualified, potential subcontractors and suppliers, and has not engaged in discrimination as defined in Section 12-52 of the Orange County Non-discrimination Ordinance. 2. Without limiting any other remedies that Orange County may have for a false certification, it is understood and agreed that, if this certification is false, such false certification will constitute grounds for Orange County to reject the bid or proposal submitted with this certification, and terminate any contract awarded based on such bid or proposal. lt shall also subject the bidder or proposer to disqualification from participating in county contracts or bid processes for up to two years. 3. As a condition of contracting with Orange County, the undersigned bidder or proposer agrees to promptly provide to orange County all information and documentation that may be requested by Orange County from time to time regarding the solicitation and selection of suppliers and subcontractors in connection with this solicitation process. Failure to maintain or failure to provide such information constitutes grounds for Orange County to reject the bid or proposal and to terminate, without penalty to Orange County, any contract awarded on such bid or proposal. All such information and documentation shall be maintained for a period of three years after the expiration of the contract. 4. As part of its bid or proposal, the undersigned bidder or proposer shall provide to Orange County a list of all instances within the past ten years where a complaint was filed or pending against bidder or proposer in a legal or administrative proceeding alleging that bidder or proposer discriminated against its subcontractors, vendors, suppliers, or commercial customers, and a description of the status or resolution of that complaint, including any remedial action taken. 5. As a condition of submitting a bid or proposal to Orange County the undersigned bidder or proposer agrees to comply with the Orange County Non-discrimination Ordinance. Falsification of this certification shall constitute a violation of the Orange DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 County Non-Discrimination Ordinance and shall be grounds for rejection of the bid or proposal or termination of an existing contract, without fault or further obligation to Orange County. 6. As a condition of submitting a bid or proposal to Orange County the undersigned bidder or proposer agrees that Orange County may consider the information submitted as part of this certification in its determination of the responsibility of the undersigned bidder or proposer. The undersigned bidder or proposer, as the case may be, waives the right to challenge the rejection of a bid or proposal when such rejection is based, in its entirety, on information submitted as part of this certification. proposer certifies the undersigned has full authority to sign on its behalf. On behalf of r1sf, U),'/s.n 4^shuc),; t Ld Company or Corporate name DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 NC License No. C-0910 www.rameykemp.com Fax: (919) 867-6302 Phone: (919) 872-5115 Raleigh, North Carolina 27609 Suite 100 5808 Faringdon Place DESIGN ENGINEER E NG INE ERNORTHCAROLINA SEAL 043171 SMLEH .S S ACUL L ANOISSEFORPR A M E Y K E M P A S S O C I A T E S & T R A N S P O R T A T I O N E N G I N E E R S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SITE 201 - FAUCETTE MILL ROAD SB AT US 70 BUS STOP IMPROVEMENTS GoTRIANGLE DocuSign Envelope ID: 6D376A36-3396-4A9C-A842-6CEB33FEE5D3 12/5/2019 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 DATE:REVISIONS12/5/2019User: SSALLADEE NG INEERNORTHCAROLINA SEAL 043171 SMLEH .S S ACUL L ANOISSEFOR P12/05/2019 NC License No. C-0910 www.rameykemp.com Fax: (919) 878-5416 Phone: (919) 872-5115 Raleigh, North Carolina 27609 Suite 100 5808 Faringdon Place R A M E Y K E M P A S S O C I A T E S & T R A N S P O R T A T I O N E N G I N E E R S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDGoTriangle_200_Hillsborough_Details_02.dgnDESIGNED BY:DAR LSHCHECKED BY: 1871 RCA NATN,RO H C AY IOLRSHEET #GOTRIANGLE BUS STOPSGENERAL NOTES (APPLICABLE FOR ALL SHEETS):2018 NCDOT ROADWAY ENGLISH STANDARD DRAWINGS RALEIGH, N.C., DATED JANUARY 16, 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: THE FOLLOWING ROADWAY STANDARDS AS THEY APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH - N.C. DEPARTMENT OF TRANSPORTATION -2 SPECIAL SEDIMENT CONTROL FENCE1606.01 TEMPORARY SILT FENCE1605.01 DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS1205.07 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS1205.01 DIVISION 12 - PAVEMENT MARKINGS, MARKERS, AND DELINEATION SKINNY DRUM1180.01 TYPE III BARRICADES1145.01 CONES1135.01 DRUM1130.01 PORTABLE WORK ZONE SIGNS1110.02 TEMPORARY LANE CLOSURES1101.02 WORK ZONE ADVANCE WARNING SIGNS1101.01 DIVISION 11 - WORK ZONE TRAFFIC CONTROL MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON 'U' CHANNEL POSTS904.50 ORIENTATION OF GROUND MOUNTED SIGNS904.10 GROUND MOUNTED SIGN SUPPORTS903.10 DIVISION 9 - SIGNING CURB RAMP - EXISTING CURB AND GUTTER848.06 CONCRETE SIDEWALK848.01 CONCRETE CURB, GUTTER, AND CURB & GUTTER846.01 DIVISION 8 - INCIDENTALS PAVEMENT REPAIRS654.01 DIVISION 6 - ASPHALT BASES AND PAVEMENTS METHOD OF CLEARING - METHOD II200.02 DIVISION 2 - EARTHWORK TITLESTD. NO. CONC. PAD "U" BAR DETAIL @2' SPACING #5 BARW/ U-SHAPED BARS. DOWELED TO CONC. PAD CONC. CURB WITH 2" RADIUS NTS CONCRETE CURB ON PAD COMPACTED SUBGRADE NTS TYPICAL SIDEWALK 8"12"6"6"6"12"3"WIRE FABRIC SHEETS 6x6xW2.9xW2.9 WOVEN COMPACTED ABC COMPACTED SUBGRADE NTS TYPICAL SHELTER PAD ON SIDES OF PAD. WHERE CURB TAPPERS PROVIDE MIN. 2" COVER ADJ. "U" BAR HEIGHT TO NOTE: 1/4" RADIUS TOOLED EDGE AND FILL WITH SEALER. EXPANSION JOINTS WILL BE INSTALLED AT ALL RIGID OBJECTS AND ADJACENT TO EXISTING PAVEMENT AND HAVE A8. TO INSTALL HANDRAIL IN. SEE HANDRAIL DETAIL THIS SHEET. WHERE HANDRAIL IS INSTALLED INCREASE PAD THICKNESS AS SHOWN ON THE HANDRAIL DETAIL TO CREATE A 12" X 12" BEAM7. EXISTING GRADE AND ABC WILL BE PROPERLY COMPACTED WITH PLATE TAMPERS PRIOR TO PLACING CONCRETE. 6. WILL MEET THE REQUIREMENTS OF NCDOT STANDARDS. EXTEND ABC 1' BEYOND EDGE OF PAD IN ALL DIRECTIONS EXCEPT WHERE BORDERED BY EXISTING PAVEMENT OR SIDEWALK. ABC5. CONCRETE PAD WILL HAVE A BROOM FINISH. MAXIMUM CROSS SLOPE SHALL BE 2%.4. OF 6" BELOW THE EXISTING SURROUNDING GRADE WITH A 45 SECTION TO BRING BACK TO THE STANDARD 6" THICKNESS. WHERE PROPOSED CONCRETE PAD ELEVATION IS ABOVE EXISITNG GRADE, PROVIDE A 1' WIDE CONCRETE "BEAM" TO EXTEND A MINIMUM3. COVER OF 3" ON ALL SIDES. REINFORCE AS SHOWN IN TYPICAL SECTION. WOVEN WIRE FABRIC SHALL HAVE MINIMUM 6" OVERLAPS AND MINIMUM2. CONCRETE PAD WILL CONSIST OF 3,000 PSI CONCRETE IN ACCORDANCE WITH NCDOT STANDARDS.1. GENERAL CONCRETE PAD NOTES: MEET ADA COMPLIANCE. ALL CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE NCDOT STANDARD CURB RAMP DETAILS. ALL RAMPS SHOULD3. CHANGES IN THE SIDEWALK. EXPANSION JOINTS WILL HAVE 1/4" RADIUS TOOLED EDGE AND FILLED WITH SEALER. CONTRACTION JOINTS SHALL BE 5'-0" O.C. EXPANSION JOINTS WILL BE 50' MAX. O.C. AND AT ALL RIGID OBJECTS AND DIRECTION2. NO LESS THAN A BROOM FINISH. MAXIMUM CROSS SLOPE SHALL BE 2%. NCDOT ROADWAY STANDARD DRAWINGS. ALL SIDEWALKS WILL BE 4" THICK UNLESS OTHERWISE NOTED AND ROUGHENED WITH SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 848.01 - CONCRETE SIDEWALKS OF THE LATEST REVISIONS1. GENERAL SIDEWALK NOTES:oDETAILSORANGE COUNTY - TOWN OF HILLSBOROUGHSEE PLANS 4" OR 6" CONTRACTOR SHOULD MATCH EXISTING CONTRACTION JOINT SPACING WHERE APPLICABLE.25. ROW INFORMATION ON PLANS IS BASED ON DEED RESEARCH AND NOT ACTUAL FIELD DATA.24. THE USE OF SOD WILL BE USED AND DETERMINED BY THE TIME OF YEAR OR THE IMPORTANCE TO HAVE GRASS RE-ESTABLISHED. SMALL AREAS MAY BE SEEDED.23. DIVERT RUNOFF AWAY FROM SHELTER PAD.22. A CLEAR AREA OF 2 FEET MINIMUM SHOULD BE PROVIDED BEHIND SHELTER FOR MAINTENANCE.21. TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE ROOT PROTECTION ZONE. NO STORAGE OF MATERIALS, DUMPING OF WASTE MATERIALS, FILL, OR PARKING OF EQUIPMENT SHALL BE ALLOWED WITHIN THE ROOT PROTECTION ZONE, AND NO20. INSTALLED ON THE SIDE OF THIS CUT FARTHEST AWAY FROM THE TREE TRUNK. BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. TREE PROTECTION FENCING SHALL BE AT THE START OF GRADING INVOLVING THE LOWERING OF THE EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL19. DAMAGED AREAS USED FOR THE TEMPORARY BUS STOP. PROVIDE TEMPORARY PROTECTED AREA ADJACENT TO SITE FOR RIDERS UNTIL NEW SHELTER HAS BEEN ACCEPTED BY THE TOWN FOR OPERATION. REPAIR ANY ALL EXISTING BUS STOPS WILL REMAIN OPERATIONAL DURING CONSTRUCTION. COORDINATE REMOVAL OF EXISTING MATERIAL WITH NEW SHELTER COMPLETION.18. ALL PRUNING SHALL BE COMPLETED BY A LICENSED LANDSCAPE OR TREE PROFESSIONAL AND COORDINATED WITH THE TOWN OF HILLSBOROUGH.17. ANY GRASS THAT NEEDS TO BE REPLACED AT THE END OF 2 WEEKS WILL BE AT THE CONTRACTORS EXPENSE. I.E. FESCUE, BERMUDA, ETC. FERTILIZE AND WATER FOR A 2-WEEK PERIOD. CONTACT ENGINEER ONCE GRASS IS PLACED TO START 2-WEEK WATERING PERIOD. GRADE ALL DISTURBED AREAS SMOOTH, REMOVE ALL ROOTS, ROCKS OR ANY OTHER DEBRIS, AND SOD. MATCH SOD TYPE TO EXISTING SURROUNDING GRASS,16. PAVEMENT FOR PLACEMENT OF SOD. CUT GRADE DOWN 2" IN ALL GRASS AREAS TO TIE SOD FLUSH WITH SURROUNDING GRADE. BACKFILL ADJACENT TO ALL NEW PAVEMENT ONCE FORM WORK IS REMOVED AND COMPACT. USE MINIMUM 6" CLEAN TOP SOIL AND BRING TO WITHIN 2" OF15. LOCATED EVERY 50' AT MAXIMUM. WITH NCDOT STANDARD SECTION 1028. CONTRACTOR SHOULD MATCH EXISTING CONTRACTION JOINT SPACING WHERE APPLICABLE. EXPANSION JOINTS SHALL BE PROVIDE JOINT SEALER AT ALL JOINTS BETWEEN NEW CONCRETE PAD AND EXISTING PAVEMENT. JOINT SEALER SHALL BE GRAY IN COLOR AND IN ACCORDANCE14. ALL DAMAGE SHALL BE SAW CUT FOR SMOOTH JOINT. COORDINATE WITH TOWN PRIOR TO REPAIRING ASPHALT PAVEMENT. IF ASPHALT PATCHING IS REQUIRED, USE 3" OF S9.5C IN PARKING LOT AREAS (CARS ONLY) AND USE 6" OF I19.0C AND 3" OF S9.5C IN ALL OTHER AREAS.13. STRUCTURES. ALL NEW PAVEMENT SHALL BE FLUSH WITH EXISTING PAVEMENT TO PREVENT TRIPPING HAZARD. PROVIDE EXPANSION JOINT AT ALL EXISTING PAVEMENT OR12. DRAWINGS OR THE TOWN OF HILLSBOROUGH STANDARDS FOR ADDITIONAL INFORMATION. ALL CONSTRUCTION SHOULD ADHERE TO THESE STANDARDS. REFER TO SHEETS 2 & 3 AND THE LIST OF STANDARDS FOR SITE DETAILS. REFER TO THE MOST CURRENT VERISON OF THE NCDOT ROADWAY STANDARD11. HILLSBOROUGH STANDARDS. ALL TRAFFIC CONTROL DEVICES AND SIGNING ARE CONSIDERED INCIDENTAL TO TRAFFIC CONTROL. SUBMIT PLAN TO TOWN PRIOR TO LANE CLOSURE FOR APPROVAL. PROVIDE PROPER SIDEWALK CLOSURE/DETOUR SIGNING IN ACCORDANCE WITH THE TOWN OF IF LANE CLOSURE IS REQUIRED TO PERFORM ANY WORK ITEMS, USE NCDOT STD. 1101.02 FOR ADVANCED WARNING SIGNS AND APPLICABLE LANE CLOSURE. 10. CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING SITE FEATURES TO REMAIN AND RESTORING TO PRECONSTRUCTION CONDITIONS IF DAMAGED BY9. FOR PROTECTING AND RESETTING IF DAMAGED BY CONSTRUCTION ACTIVITIES. CADD FILES CAN BE OBTAINED BY REQUEST FROM THE ENGINEER. CONTROL POINTS PROVIDED ON PLAN ARE FOR USE IN STAKING OUT PROPOSED WORK TO BY COMPLETED BY THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE8. IS BASED ON DEED RESEARCH AND NOT ACTUAL FIELD DATA. OF THE ROW AND/OR TEMPORARY CONSTRUCTION EASEMENTS MAY NOT BE PROCURED AT THE TIME OF CONSTRUCTION. ROW INFORMATION SHOWN ON PLANS INDIVIDUAL BUS SITE (IF APPLICABLE). THE CONTRACTOR WILL COORDINATE ENTRANCE INTO ADJACENT PROPERTY WITH THE TOWN AND UNDERSTANDS THAT SOME AND GARBAGE PICKUP. THE TOWN HAS PROCURED OR IS IN THE PROCESS OF PROCURING ROW AND/OR TEMPORARY CONSTRUCTION EASEMENTS AT EACH COORDINATE WITH PROPERTY OWNERS FOR STAGING AREAS AND OWNER ACCESS TO THE SITE DURING CONSTRUCTION, INCLUDING TENANT PARKING, DELIVERIES7. MEETING THE LATEST TOWN OF HILLSBOROUGH AND NCDOT STANDARDS. AND SIGNAGE AT ALL TIMES. DO NOT LEAVE ANY OPEN TRENCHES OR TRIPPING HAZARDS OVER NIGHT. USE PROPER SIDEWALK CLOSURE/DETOUR SIGNS PROTECT ALL DISTURBED AREAS AND DO NOT LEAVE ANY OPEN TRENCHES WHEN NOT PRESENT. PROVIDE PROPER AND VISIBLE PROTECTION FENCING, MARKERS6. SITE WHEN NOT PRESENT. CONTRACTOR SHALL BE RESPONSIBLE FOR MATERIALS AND EQUIPMENT LEFT ON SITE. IT IS RECOMMENDED THAT THE CONTRACTOR NOT LEAVE MATERIAL ON5. MAINTENANCE OF EROSION CONTROL MEASURES IS INCIDENTAL TO EROSION CONTROL. ENTERING ADJACENT STORM DRAINAGE SYSTEMS. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PER THE 2018 NCDOT ROADWAY STANDARD DRAWINGS. AND SILT FENCING OR NCDOT #57 STONE PILED 1' HIGH BY 2' WIDE AT BASE AS APPLICABLE TO PREVENT SEDIMENT FROM LEAVING THE SITES OR CONTROL SEDIMENT ON SITES AND PREVENT FROM WASHING ONTO ADJACENT ROADWAYS. PROVIDE INLET PROTECTION AT INLETS THROUGHOUT CONSTRUCTION4. PRIOR TO REMOVAL, SAW CUT ALL PAVEMENT AND CONCRETE CURB AND GUTTER AT REMOVAL LIMITS OR AT NEAREST JOINT IF WITHIN 2' OF JOINT.3. REPAIRED AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK. ANY DAMAGE TO EXISTING UTILITIES WILL BE2. CONTRACTOR TO DISPOSE OF PACKING MATERIAL IN A LEGAL MANNER OFF-SITE AND AT NO ADDITIONAL COST TO THE OWNER. INSTALL BUS SHELTERS, BENCHES, AND OTHER AMENITIES AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR TO INSTALL PER MANUFACTURERS INSTRUCTIONS. INCLUDE ALL PARTS AND AMENITIES INCLUDING TRASH RECEPTACLE. CONTRACTOR TO PROVIDE ANCHORS AND INCIDENTAL ITEMS REQUIRED TO ASSEMBLE AND STORED AT A LOCATION TO BE DETERMINED. CONTRACTOR TO COORDINATE WITH GOTRIANGLE TO OBTAIN THE AMENITIES. BUS SHELTERS AND BENCHES THE CONTRACTOR IS TO OBTAIN THE BUS SHELTERS, BENCHES, AND OTHER AMENITIES FROM GOTRIANGLE, WHICH HAVE BEEN PRE-PURCHASED AND ARE BEING 1. 12"6"4"DocuSign Envelope ID: 6D376A36-3396-4A9C-A842-6CEB33FEE5D3 12/5/2019 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 6" 6" 2'-10" 6' MAX. 6" 12" 1'-5" 1'-5" 6" 16 1/2"35 1/2" 6" DIA. 8 1/8" DIA. DATE:REVISIONS12/5/2019User: SSALLADEE NG INEERNORTHCAROLINA SEAL 043171 SMLEH .S S ACUL L ANOISSEFOR P12/05/2019 NC License No. C-0910 www.rameykemp.com Fax: (919) 878-5416 Phone: (919) 872-5115 Raleigh, North Carolina 27609 Suite 100 5808 Faringdon Place R A M E Y K E M P A S S O C I A T E S & T R A N S P O R T A T I O N E N G I N E E R S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDGoTriangle_200_Hillsborough_Details_03.dgnDESIGNED BY:DAR LSHCHECKED BY: 1871 RCA NATN,RO H C AY IOLRSHEET #GOTRIANGLE BUS STOPS3PROTRUSIONS. WITH NO PROJECTIONS OR CONTINUOUSLY SMOOTH TOP RAIL SHALL BE " I.D. ALUMINUM PIPE, 0.145" WALL THICKNESS2 1OR 1- " O.D. GALVANIZED SCHEDULE 40 STEEL PIPE2 11- PARALLEL RAIL: THICKNESSI.D. ALUMINUM PIPE 0.203 WALL " 2 1" O.D. GALVANIZED SCHEDULE 40 STEEL PIPE OR 2-2 11- POSTS: STEEL POST SOCKET NON-SHRINK GROUT NCDOT CLASS 'A' 3000 PSI CONCRETE MAXIMUM DENSITY COMPACT SUBGRADE TO 95% SECTION VIEW NOT TO SCALE EPOXY FASTENERS INTO CONCRETE NCDOT CLASS 'A' 3000 PSI CONCRETE NOT TO SCALE SIDE VIEW ALUMINUM POST MOUNT NOT TO SCALE DETAILSORANGE COUNTY - TOWN OF HILLSBOROUGHLC 2'-2" AND BUILD ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. CONTRACTOR SHALL VERIFY DIMENSIONS AND QUANTITIES WITH THE SHELTER MANUFACTURER BUS SHELTER DIMENSIONS ARE PROVIDED BY THE MANUFACTURER. 3X3 ALUMINUM POST NTS TYPICAL BUS SHELTER COLUMN BASE 4'-4"2'-10" 4" 2'-10" 4" 8" 2'-8" "4 36'-11 3'-0" "8 35'-810'-10" 8" (SEE NOTE 2) 10'-0" ANY ADDITIONAL APPROVALS BY NCDOT ARE IN PLACE. WHEN IN AN NCDOT RIGHT OF WAY, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING/ ENSURING3. CONTRACTOR SHALL FURNISH SHOP DRAWINGS.2. AS DETERMINED BY THE TRANSIT SAFETY AND SECURITY REVIEW.1.3. NEARBY DROP OFFS OF 18" AND HIGHER.1.2. SLOPES ADJACENT TO STOP ARE STEEPER THAN 4H:1V.1.1. HANDRAIL REQUIRED AT AMENITIES AND BUS STOPS FOR ANY OF THE FOLLOWING CONDITIONS:1. NOTES: 5/8" X 1 1/2" S.STL. FLT SKT HD CAP SCREW 3/8" X 6" DIA. STL. PLATE 1/2" X 3 3/4" EXPANSION ANCHOR BOLTS (2 3/8" O.D.) 2" RS 40 GALV. PIPE 8 1/4" RAD. 10 GA. STL. SPNNING SURFACE MOUNT (ONLY) CONCRETE WALK 4 1/2" DIA. ANCHOR CIRCLE BIKE RACK DETAIL NTS CONCRETE WALK UNLESS OTHERWISE SHOWN. EDGE OF CONCRETE PAD, TYPICAL INSTALL COLUMN BASE 6" FROM 2. SEE GEN. NOTE 1 ON SHEET 2. INSTALLED BY CONTRACTOR. CANS PURCHASED BY OWNER, SHELTER, BENCH, AND TRASH1. NOTES: OPTIONS: SOLAR POWERED USB CHARGING PORTS & SOLAR LIGHTING SHELTER TO BE USED IN TOWN OF HILLSBOROUGH: BRASCO EC-510-SL-TW-4-C-0F-TG-0A-0L-0 (BLACK FINISH)36" O.C36" O.C24" TYP.24" TYP. DocuSign Envelope ID: 6D376A36-3396-4A9C-A842-6CEB33FEE5D3 12/5/2019 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 GPS 8000 660.556 2 TBM=659.94' CONC. SIDEWALK ISLAND CONC. TRAFFIC LOOPS TRAFFIC LOOPS ASPHALT GRAVEL SIGNSIGN 'X' ON CONC. CONC. ISLANDCROSSWALKP.B. 108-155 D.B. 3906-86 PIN 986501775 FREDERICK FAMILY HOLDINGS LLC PP PP GUY SR1328 60' R/W (35 MPH) FAUCETTE MILL ROAD 60.00NAD 83/11 NAVD 88 659'CONC. DRIVE APRON660' 660' GPS 8000 660.556 2 TBM=659.94' CONC. SIDEWALK ISLAND CONC. TRAFFIC LOOPS TRAFFIC LOOPS ASPHALT GRAVEL SIGNSIGN 'X' ON CONC. CONC. ISLANDCROSSWALKP.B. 108-155 D.B. 3906-86 PIN 986501775 FREDERICK FAMILY HOLDINGS LLC PP PP GUY SR1328 60' R/W (35 MPH) FAUCETTE MILL ROAD 60.00NAD 83/11 NAVD 88 659'CONC. DRIVE APRON660' 660' Hillsborough Hill Mars School High Orange School Middle CW Stanford School Elementary Central Services Support Orange Co. Elementary School Cameron Park of Education County Board Ch. Life Abundan Cath. Ch. Holy Family ENO RI VERPublic Works County Orange Southern Rail wa y DUKE FOREST SIDEWALK TIE TO EXISTING CONC. PAD PROP. 6" F2%F JOINT (TYP.) CONTRACTION PROP. 4" SIDEWALK (TYP.) EXP. JOINT F RACKS (X3) PROPOSED BIKE F EXISTING RIGHT-OF-WAY SIDEWALK PROP. 6" RETAIN POLE PROP. SLOPE STAKES SEE NOTE 2. BLACK FINISH BUS SHELTER PROPOSED BRASCO EC-510 PROPOSED 4" OR 6" CONCRETE SIDEWALK PROPOSED 6" CONCRETE PAD WITH 6" STONE & WIRE FABRIC SEE NOTE 4. RELOCATE BUS STOP SIGN. EXISTING RIGHT-OF-WAY RETAIN GUY WIRE RETAIN POLE TYPICAL SECTION SIDEWALK PROP. 4" CURB & GUTTER RETAIN EXIST. N.T.S EXIST. TIE TO FAUCETTE MILL ROAD VAR SIDEWALK TIE FLUSH TO EXISTING 2% 70 BUS 70 BYP 70 70 86 86 86 57 SITE 201 201 ORANGE COUNTY - TOWN OF HILLSBOROUGHFAUCETTE MILL ROAD SB AT US 70ABC PROP. 6"EXIST. TIE TO CONC. PAD PROP. 6" 904.50 FOR MORE DETAILS. PROVIDE 8" DIA. ROUND SMOOTH WALL HOLE FOR SIGN POST. SEE NCDOT STD.4. COMPLETE ALL WORK WITHIN EXISTING RIGHT-OF-WAY. NO RIGHT-OF-WAY OR EASEMENTS HAVE BEEN ACQUIRED ON ADJACENT PROPERTIES.3. LIGHTING PER MANUFACTURERS INSTRUCTIONS. CONTRACTOR TO INSTALL SOLAR POWERED USB CHARGING STATION & SOLAR2. SEE SHEET 2 FOR GENERAL NOTES, LIST OF STANDARDS, AND LEGEND.1. NOTES: DATE:REVISIONS12/5/2019User: SSALLADEE NG INEERNORTHCAROLINA SEAL 043171 SMLEH .S S ACUL L ANOISSEFOR PNC License No. C-0910 www.rameykemp.com Fax: (919) 878-5416 Phone: (919) 872-5115 Raleigh, North Carolina 27609 Suite 100 5808 Faringdon Place R A M E Y K E M P A S S O C I A T E S & T R A N S P O R T A T I O N E N G I N E E R S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDSITE NO.GoTriangle_Site 201_PSH.dgnDESIGNED BY:DAR LSHCHECKED BY: 0 5'10' 12/05/2019 N.T.S. EXISTING SURVEY/DEMOLITION PLAN PROPOSED PLAN VICINITY MAP GOTRIANGLE BUS STOPSTEERTS NOTRUHC .NFAUCETTE MI LL ROADRE VE RE R O A D 5'-6"15'-0" 4'-0" 12.71'31.38'11.39'8'-0"12'-0"4'-0"3'EX. 5'5.5' DocuSign Envelope ID: 6D376A36-3396-4A9C-A842-6CEB33FEE5D3 12/5/2019 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 NC License No. C-0910 www.rameykemp.com Fax: (919) 867-6302 Phone: (919) 872-5115 Raleigh, North Carolina 27609 Suite 100 5808 Faringdon Place DESIGN ENGINEER E NG INE ERNORTHCAROLINA SEAL 043171 SMLEH .S S ACUL L ANOISSEFORPR A M E Y K E M P A S S O C I A T E S & T R A N S P O R T A T I O N E N G I N E E R S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SITE 202 - NC 86 SB AT HOME DEPOT BUS STOP IMPROVEMENTS GoTRIANGLE DocuSign Envelope ID: 6D376A36-3396-4A9C-A842-6CEB33FEE5D3 12/5/2019 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 DATE:REVISIONS12/5/2019User: SSALLADEE NG INEERNORTHCAROLINA SEAL 043171 SMLEH .S S ACUL L ANOISSEFOR P12/05/2019 NC License No. C-0910 www.rameykemp.com Fax: (919) 878-5416 Phone: (919) 872-5115 Raleigh, North Carolina 27609 Suite 100 5808 Faringdon Place R A M E Y K E M P A S S O C I A T E S & T R A N S P O R T A T I O N E N G I N E E R S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDGoTriangle_200_Hillsborough_Details_02.dgnDESIGNED BY:DAR LSHCHECKED BY: 1871 RCA NATN,RO H C AY IOLRSHEET #GOTRIANGLE BUS STOPSGENERAL NOTES (APPLICABLE FOR ALL SHEETS):2018 NCDOT ROADWAY ENGLISH STANDARD DRAWINGS RALEIGH, N.C., DATED JANUARY 16, 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: THE FOLLOWING ROADWAY STANDARDS AS THEY APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH - N.C. DEPARTMENT OF TRANSPORTATION -2 SPECIAL SEDIMENT CONTROL FENCE1606.01 TEMPORARY SILT FENCE1605.01 DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS1205.07 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS1205.01 DIVISION 12 - PAVEMENT MARKINGS, MARKERS, AND DELINEATION SKINNY DRUM1180.01 TYPE III BARRICADES1145.01 CONES1135.01 DRUM1130.01 PORTABLE WORK ZONE SIGNS1110.02 TEMPORARY LANE CLOSURES1101.02 WORK ZONE ADVANCE WARNING SIGNS1101.01 DIVISION 11 - WORK ZONE TRAFFIC CONTROL MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON 'U' CHANNEL POSTS904.50 ORIENTATION OF GROUND MOUNTED SIGNS904.10 GROUND MOUNTED SIGN SUPPORTS903.10 DIVISION 9 - SIGNING CURB RAMP - EXISTING CURB AND GUTTER848.06 CONCRETE SIDEWALK848.01 CONCRETE CURB, GUTTER, AND CURB & GUTTER846.01 DIVISION 8 - INCIDENTALS PAVEMENT REPAIRS654.01 DIVISION 6 - ASPHALT BASES AND PAVEMENTS METHOD OF CLEARING - METHOD II200.02 DIVISION 2 - EARTHWORK TITLESTD. NO. CONC. PAD "U" BAR DETAIL @2' SPACING #5 BARW/ U-SHAPED BARS. DOWELED TO CONC. PAD CONC. CURB WITH 2" RADIUS NTS CONCRETE CURB ON PAD COMPACTED SUBGRADE NTS TYPICAL SIDEWALK 8"12"6"6"6"12"3"WIRE FABRIC SHEETS 6x6xW2.9xW2.9 WOVEN COMPACTED ABC COMPACTED SUBGRADE NTS TYPICAL SHELTER PAD ON SIDES OF PAD. WHERE CURB TAPPERS PROVIDE MIN. 2" COVER ADJ. "U" BAR HEIGHT TO NOTE: 1/4" RADIUS TOOLED EDGE AND FILL WITH SEALER. EXPANSION JOINTS WILL BE INSTALLED AT ALL RIGID OBJECTS AND ADJACENT TO EXISTING PAVEMENT AND HAVE A8. TO INSTALL HANDRAIL IN. SEE HANDRAIL DETAIL THIS SHEET. WHERE HANDRAIL IS INSTALLED INCREASE PAD THICKNESS AS SHOWN ON THE HANDRAIL DETAIL TO CREATE A 12" X 12" BEAM7. EXISTING GRADE AND ABC WILL BE PROPERLY COMPACTED WITH PLATE TAMPERS PRIOR TO PLACING CONCRETE. 6. WILL MEET THE REQUIREMENTS OF NCDOT STANDARDS. EXTEND ABC 1' BEYOND EDGE OF PAD IN ALL DIRECTIONS EXCEPT WHERE BORDERED BY EXISTING PAVEMENT OR SIDEWALK. ABC5. CONCRETE PAD WILL HAVE A BROOM FINISH. MAXIMUM CROSS SLOPE SHALL BE 2%.4. OF 6" BELOW THE EXISTING SURROUNDING GRADE WITH A 45 SECTION TO BRING BACK TO THE STANDARD 6" THICKNESS. WHERE PROPOSED CONCRETE PAD ELEVATION IS ABOVE EXISITNG GRADE, PROVIDE A 1' WIDE CONCRETE "BEAM" TO EXTEND A MINIMUM3. COVER OF 3" ON ALL SIDES. REINFORCE AS SHOWN IN TYPICAL SECTION. WOVEN WIRE FABRIC SHALL HAVE MINIMUM 6" OVERLAPS AND MINIMUM2. CONCRETE PAD WILL CONSIST OF 3,000 PSI CONCRETE IN ACCORDANCE WITH NCDOT STANDARDS.1. GENERAL CONCRETE PAD NOTES: MEET ADA COMPLIANCE. ALL CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE NCDOT STANDARD CURB RAMP DETAILS. ALL RAMPS SHOULD3. CHANGES IN THE SIDEWALK. EXPANSION JOINTS WILL HAVE 1/4" RADIUS TOOLED EDGE AND FILLED WITH SEALER. CONTRACTION JOINTS SHALL BE 5'-0" O.C. EXPANSION JOINTS WILL BE 50' MAX. O.C. AND AT ALL RIGID OBJECTS AND DIRECTION2. NO LESS THAN A BROOM FINISH. MAXIMUM CROSS SLOPE SHALL BE 2%. NCDOT ROADWAY STANDARD DRAWINGS. ALL SIDEWALKS WILL BE 4" THICK UNLESS OTHERWISE NOTED AND ROUGHENED WITH SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 848.01 - CONCRETE SIDEWALKS OF THE LATEST REVISIONS1. GENERAL SIDEWALK NOTES:oDETAILSORANGE COUNTY - TOWN OF HILLSBOROUGHSEE PLANS 4" OR 6" CONTRACTOR SHOULD MATCH EXISTING CONTRACTION JOINT SPACING WHERE APPLICABLE.25. ROW INFORMATION ON PLANS IS BASED ON DEED RESEARCH AND NOT ACTUAL FIELD DATA.24. THE USE OF SOD WILL BE USED AND DETERMINED BY THE TIME OF YEAR OR THE IMPORTANCE TO HAVE GRASS RE-ESTABLISHED. SMALL AREAS MAY BE SEEDED.23. DIVERT RUNOFF AWAY FROM SHELTER PAD.22. A CLEAR AREA OF 2 FEET MINIMUM SHOULD BE PROVIDED BEHIND SHELTER FOR MAINTENANCE.21. TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE ROOT PROTECTION ZONE. NO STORAGE OF MATERIALS, DUMPING OF WASTE MATERIALS, FILL, OR PARKING OF EQUIPMENT SHALL BE ALLOWED WITHIN THE ROOT PROTECTION ZONE, AND NO20. INSTALLED ON THE SIDE OF THIS CUT FARTHEST AWAY FROM THE TREE TRUNK. BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. TREE PROTECTION FENCING SHALL BE AT THE START OF GRADING INVOLVING THE LOWERING OF THE EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL19. DAMAGED AREAS USED FOR THE TEMPORARY BUS STOP. PROVIDE TEMPORARY PROTECTED AREA ADJACENT TO SITE FOR RIDERS UNTIL NEW SHELTER HAS BEEN ACCEPTED BY THE TOWN FOR OPERATION. REPAIR ANY ALL EXISTING BUS STOPS WILL REMAIN OPERATIONAL DURING CONSTRUCTION. COORDINATE REMOVAL OF EXISTING MATERIAL WITH NEW SHELTER COMPLETION.18. ALL PRUNING SHALL BE COMPLETED BY A LICENSED LANDSCAPE OR TREE PROFESSIONAL AND COORDINATED WITH THE TOWN OF HILLSBOROUGH.17. ANY GRASS THAT NEEDS TO BE REPLACED AT THE END OF 2 WEEKS WILL BE AT THE CONTRACTORS EXPENSE. I.E. FESCUE, BERMUDA, ETC. FERTILIZE AND WATER FOR A 2-WEEK PERIOD. CONTACT ENGINEER ONCE GRASS IS PLACED TO START 2-WEEK WATERING PERIOD. GRADE ALL DISTURBED AREAS SMOOTH, REMOVE ALL ROOTS, ROCKS OR ANY OTHER DEBRIS, AND SOD. MATCH SOD TYPE TO EXISTING SURROUNDING GRASS,16. PAVEMENT FOR PLACEMENT OF SOD. CUT GRADE DOWN 2" IN ALL GRASS AREAS TO TIE SOD FLUSH WITH SURROUNDING GRADE. BACKFILL ADJACENT TO ALL NEW PAVEMENT ONCE FORM WORK IS REMOVED AND COMPACT. USE MINIMUM 6" CLEAN TOP SOIL AND BRING TO WITHIN 2" OF15. LOCATED EVERY 50' AT MAXIMUM. WITH NCDOT STANDARD SECTION 1028. CONTRACTOR SHOULD MATCH EXISTING CONTRACTION JOINT SPACING WHERE APPLICABLE. EXPANSION JOINTS SHALL BE PROVIDE JOINT SEALER AT ALL JOINTS BETWEEN NEW CONCRETE PAD AND EXISTING PAVEMENT. JOINT SEALER SHALL BE GRAY IN COLOR AND IN ACCORDANCE14. ALL DAMAGE SHALL BE SAW CUT FOR SMOOTH JOINT. COORDINATE WITH TOWN PRIOR TO REPAIRING ASPHALT PAVEMENT. IF ASPHALT PATCHING IS REQUIRED, USE 3" OF S9.5C IN PARKING LOT AREAS (CARS ONLY) AND USE 6" OF I19.0C AND 3" OF S9.5C IN ALL OTHER AREAS.13. STRUCTURES. ALL NEW PAVEMENT SHALL BE FLUSH WITH EXISTING PAVEMENT TO PREVENT TRIPPING HAZARD. PROVIDE EXPANSION JOINT AT ALL EXISTING PAVEMENT OR12. DRAWINGS OR THE TOWN OF HILLSBOROUGH STANDARDS FOR ADDITIONAL INFORMATION. ALL CONSTRUCTION SHOULD ADHERE TO THESE STANDARDS. REFER TO SHEETS 2 & 3 AND THE LIST OF STANDARDS FOR SITE DETAILS. REFER TO THE MOST CURRENT VERISON OF THE NCDOT ROADWAY STANDARD11. HILLSBOROUGH STANDARDS. ALL TRAFFIC CONTROL DEVICES AND SIGNING ARE CONSIDERED INCIDENTAL TO TRAFFIC CONTROL. SUBMIT PLAN TO TOWN PRIOR TO LANE CLOSURE FOR APPROVAL. PROVIDE PROPER SIDEWALK CLOSURE/DETOUR SIGNING IN ACCORDANCE WITH THE TOWN OF IF LANE CLOSURE IS REQUIRED TO PERFORM ANY WORK ITEMS, USE NCDOT STD. 1101.02 FOR ADVANCED WARNING SIGNS AND APPLICABLE LANE CLOSURE. 10. CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING SITE FEATURES TO REMAIN AND RESTORING TO PRECONSTRUCTION CONDITIONS IF DAMAGED BY9. FOR PROTECTING AND RESETTING IF DAMAGED BY CONSTRUCTION ACTIVITIES. CADD FILES CAN BE OBTAINED BY REQUEST FROM THE ENGINEER. CONTROL POINTS PROVIDED ON PLAN ARE FOR USE IN STAKING OUT PROPOSED WORK TO BY COMPLETED BY THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE8. IS BASED ON DEED RESEARCH AND NOT ACTUAL FIELD DATA. OF THE ROW AND/OR TEMPORARY CONSTRUCTION EASEMENTS MAY NOT BE PROCURED AT THE TIME OF CONSTRUCTION. ROW INFORMATION SHOWN ON PLANS INDIVIDUAL BUS SITE (IF APPLICABLE). THE CONTRACTOR WILL COORDINATE ENTRANCE INTO ADJACENT PROPERTY WITH THE TOWN AND UNDERSTANDS THAT SOME AND GARBAGE PICKUP. THE TOWN HAS PROCURED OR IS IN THE PROCESS OF PROCURING ROW AND/OR TEMPORARY CONSTRUCTION EASEMENTS AT EACH COORDINATE WITH PROPERTY OWNERS FOR STAGING AREAS AND OWNER ACCESS TO THE SITE DURING CONSTRUCTION, INCLUDING TENANT PARKING, DELIVERIES7. MEETING THE LATEST TOWN OF HILLSBOROUGH AND NCDOT STANDARDS. AND SIGNAGE AT ALL TIMES. DO NOT LEAVE ANY OPEN TRENCHES OR TRIPPING HAZARDS OVER NIGHT. USE PROPER SIDEWALK CLOSURE/DETOUR SIGNS PROTECT ALL DISTURBED AREAS AND DO NOT LEAVE ANY OPEN TRENCHES WHEN NOT PRESENT. PROVIDE PROPER AND VISIBLE PROTECTION FENCING, MARKERS6. SITE WHEN NOT PRESENT. CONTRACTOR SHALL BE RESPONSIBLE FOR MATERIALS AND EQUIPMENT LEFT ON SITE. IT IS RECOMMENDED THAT THE CONTRACTOR NOT LEAVE MATERIAL ON5. MAINTENANCE OF EROSION CONTROL MEASURES IS INCIDENTAL TO EROSION CONTROL. ENTERING ADJACENT STORM DRAINAGE SYSTEMS. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PER THE 2018 NCDOT ROADWAY STANDARD DRAWINGS. AND SILT FENCING OR NCDOT #57 STONE PILED 1' HIGH BY 2' WIDE AT BASE AS APPLICABLE TO PREVENT SEDIMENT FROM LEAVING THE SITES OR CONTROL SEDIMENT ON SITES AND PREVENT FROM WASHING ONTO ADJACENT ROADWAYS. PROVIDE INLET PROTECTION AT INLETS THROUGHOUT CONSTRUCTION4. PRIOR TO REMOVAL, SAW CUT ALL PAVEMENT AND CONCRETE CURB AND GUTTER AT REMOVAL LIMITS OR AT NEAREST JOINT IF WITHIN 2' OF JOINT.3. REPAIRED AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK. ANY DAMAGE TO EXISTING UTILITIES WILL BE2. CONTRACTOR TO DISPOSE OF PACKING MATERIAL IN A LEGAL MANNER OFF-SITE AND AT NO ADDITIONAL COST TO THE OWNER. INSTALL BUS SHELTERS, BENCHES, AND OTHER AMENITIES AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR TO INSTALL PER MANUFACTURERS INSTRUCTIONS. INCLUDE ALL PARTS AND AMENITIES INCLUDING TRASH RECEPTACLE. CONTRACTOR TO PROVIDE ANCHORS AND INCIDENTAL ITEMS REQUIRED TO ASSEMBLE AND STORED AT A LOCATION TO BE DETERMINED. CONTRACTOR TO COORDINATE WITH GOTRIANGLE TO OBTAIN THE AMENITIES. BUS SHELTERS AND BENCHES THE CONTRACTOR IS TO OBTAIN THE BUS SHELTERS, BENCHES, AND OTHER AMENITIES FROM GOTRIANGLE, WHICH HAVE BEEN PRE-PURCHASED AND ARE BEING 1. 12"6"4"DocuSign Envelope ID: 6D376A36-3396-4A9C-A842-6CEB33FEE5D3 12/5/2019 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 6" 6" 2'-10" 6' MAX. 6" 12" 1'-5" 1'-5" 6" 16 1/2"35 1/2" 6" DIA. 8 1/8" DIA. DATE:REVISIONS12/5/2019User: SSALLADEE NG INEERNORTHCAROLINA SEAL 043171 SMLEH .S S ACUL L ANOISSEFOR P12/05/2019 NC License No. C-0910 www.rameykemp.com Fax: (919) 878-5416 Phone: (919) 872-5115 Raleigh, North Carolina 27609 Suite 100 5808 Faringdon Place R A M E Y K E M P A S S O C I A T E S & T R A N S P O R T A T I O N E N G I N E E R S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDGoTriangle_200_Hillsborough_Details_03.dgnDESIGNED BY:DAR LSHCHECKED BY: 1871 RCA NATN,RO H C AY IOLRSHEET #GOTRIANGLE BUS STOPS3PROTRUSIONS. WITH NO PROJECTIONS OR CONTINUOUSLY SMOOTH TOP RAIL SHALL BE " I.D. ALUMINUM PIPE, 0.145" WALL THICKNESS2 1OR 1- " O.D. GALVANIZED SCHEDULE 40 STEEL PIPE2 11- PARALLEL RAIL: THICKNESSI.D. ALUMINUM PIPE 0.203 WALL " 2 1" O.D. GALVANIZED SCHEDULE 40 STEEL PIPE OR 2-2 11- POSTS: STEEL POST SOCKET NON-SHRINK GROUT NCDOT CLASS 'A' 3000 PSI CONCRETE MAXIMUM DENSITY COMPACT SUBGRADE TO 95% SECTION VIEW NOT TO SCALE EPOXY FASTENERS INTO CONCRETE NCDOT CLASS 'A' 3000 PSI CONCRETE NOT TO SCALE SIDE VIEW ALUMINUM POST MOUNT NOT TO SCALE DETAILSORANGE COUNTY - TOWN OF HILLSBOROUGHLC 2'-2" AND BUILD ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. CONTRACTOR SHALL VERIFY DIMENSIONS AND QUANTITIES WITH THE SHELTER MANUFACTURER BUS SHELTER DIMENSIONS ARE PROVIDED BY THE MANUFACTURER. 3X3 ALUMINUM POST NTS TYPICAL BUS SHELTER COLUMN BASE 4'-4"2'-10" 4" 2'-10" 4" 8" 2'-8" "4 36'-11 3'-0" "8 35'-810'-10" 8" (SEE NOTE 2) 10'-0" ANY ADDITIONAL APPROVALS BY NCDOT ARE IN PLACE. WHEN IN AN NCDOT RIGHT OF WAY, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING/ ENSURING3. CONTRACTOR SHALL FURNISH SHOP DRAWINGS.2. AS DETERMINED BY THE TRANSIT SAFETY AND SECURITY REVIEW.1.3. NEARBY DROP OFFS OF 18" AND HIGHER.1.2. SLOPES ADJACENT TO STOP ARE STEEPER THAN 4H:1V.1.1. HANDRAIL REQUIRED AT AMENITIES AND BUS STOPS FOR ANY OF THE FOLLOWING CONDITIONS:1. NOTES: 5/8" X 1 1/2" S.STL. FLT SKT HD CAP SCREW 3/8" X 6" DIA. STL. PLATE 1/2" X 3 3/4" EXPANSION ANCHOR BOLTS (2 3/8" O.D.) 2" RS 40 GALV. PIPE 8 1/4" RAD. 10 GA. STL. SPNNING SURFACE MOUNT (ONLY) CONCRETE WALK 4 1/2" DIA. ANCHOR CIRCLE BIKE RACK DETAIL NTS CONCRETE WALK UNLESS OTHERWISE SHOWN. EDGE OF CONCRETE PAD, TYPICAL INSTALL COLUMN BASE 6" FROM 2. SEE GEN. NOTE 1 ON SHEET 2. INSTALLED BY CONTRACTOR. CANS PURCHASED BY OWNER, SHELTER, BENCH, AND TRASH1. NOTES: OPTIONS: SOLAR POWERED USB CHARGING PORTS & SOLAR LIGHTING SHELTER TO BE USED IN TOWN OF HILLSBOROUGH: BRASCO EC-510-SL-TW-4-C-0F-TG-0A-0L-0 (BLACK FINISH)36" O.C36" O.C24" TYP.24" TYP. DocuSign Envelope ID: 6D376A36-3396-4A9C-A842-6CEB33FEE5D3 12/5/2019 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 WVTTTTCB CB 100' R/W (45 MPH) NC 86 NORTH EXISTING R/W CONC. SIDEWALK 30" C&G SIGN BOX TRAFFIC PED PULL BOXES FIBER MARKER & 2 WATER VALVETRAFFIC BOX FIBER MARKER & SIGN CONC. SIDEWALK 30" C&G NAD 83/11NAVD 88IN POLE EX. RR SPIKE TBM=619.22 625 HAMPTON POINTE BLVD 9873680800 MARYLAND INC HD DEVELOPMENT OF 616'617' 617' BUS STOP SIGN EXISTING 618'618' 618'618'619'WVTTTTCB CB 100' R/W (45 MPH) NC 86 NORTH EXISTING R/W CONC. SIDEWALK 30" C&G SIGN BOX TRAFFIC PED PULL BOXES FIBER MARKER & 2 WATER VALVETRAFFIC BOX FIBER MARKER & SIGN CONC. SIDEWALK 30" C&G NAD 83/11NAVD 88IN POLE EX. RR SPIKE TBM=619.22 625 HAMPTON POINTE BLVD 9873680800 MARYLAND INC HD DEVELOPMENT OF 616'617' 617' BUS STOP SIGN EXISTING 618'618' 618'618'619'Sout her nRail way 2.12.901.25 DUKE FOREST STOP SIGN RELOCATE BUS EXISTING-RIGHT-OF-WAY EXISTING RIGHT-OF-WAY BUS STOP SIGN RELOCATE (TYP.) EXP. JOINT PROP. 4" SIDEWALK JOINT (TYP.) CONTRACTION CONC PAD PROP. 6" C C RACKS (X3) PROPOSED BIKE 2%C C PROP. SLOPE STAKES C C SEE NOTE 2. BLACK FINISH BUS SHELTER. PROPOSED BRASCO EC-510 PROPOSED 4" OR 6" CONCRETE SIDEWALK PROPOSED 6" CONCRETE PAD WITH 6" STONE & WIRE FABRIC PROP. 6" SIDEWALK TYPICAL SECTION CURB & GUTTER RETAIN EXIST. N.T.S NC 86 EXISTING SIDEWALK TIE FLUSH TO CONC. PAD PROP. 6" EXIST. TIE TO 2% SITE 202 70 BYP 70 BUS 70 BUS 40 85 86 86 86 85 202 ORANGE COUNTY - TOWN OF HILLSBOROUGHNC 86 SB AT HOME DEPOTABC PROP. 6" SIDEWALKPROP. 4" COMPLETE ALL WORK WITHIN EXISTING RIGHT-OF-WAY. NO RIGHT-OF-WAY OR EASEMENTS HAVE BEEN ACQUIRED ON ADJACENT PROPERTIES.3. LIGHTING PER MANUFACTURERS INSTRUCTIONS. CONTRACTOR TO INSTALL SOLAR POWERED USB CHARGING STATION & SOLAR2. SEE SHEET 2 FOR GENERAL NOTES, LIST OF STANDARDS, AND LEGEND.1. NOTES: DATE:REVISIONS12/5/2019User: SSALLADEE NG INEERNORTHCAROLINA SEAL 043171 SMLEH .S S ACUL L ANOISSEFOR PNC License No. C-0910 www.rameykemp.com Fax: (919) 878-5416 Phone: (919) 872-5115 Raleigh, North Carolina 27609 Suite 100 5808 Faringdon Place R A M E Y K E M P A S S O C I A T E S & T R A N S P O R T A T I O N E N G I N E E R S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDSITE NO.GoTriangle_Site 202_PSH.dgnDESIGNED BY:DAR LSHCHECKED BY: 0 5'10' 12/05/2019 N.T.S. EXISTING SURVEY/DEMOLITION PLAN PROPOSED PLAN VICINITY MAP GOTRIANGLE BUS STOPSH AM P TO N PO IN T E 6'-0"13.32'17'-0"10'-0" 20.09'12.51'2'-0"3'EX. 5'6' DocuSign Envelope ID: 6D376A36-3396-4A9C-A842-6CEB33FEE5D3 12/5/2019 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 NC License No. C-0910 www.rameykemp.com Fax: (919) 867-6302 Phone: (919) 872-5115 Raleigh, North Carolina 27609 Suite 100 5808 Faringdon Place DESIGN ENGINEER E NG INE ERNORTHCAROLINA SEAL 043171 SMLEH .S S ACUL L ANOISSEFORPR A M E Y K E M P A S S O C I A T E S & T R A N S P O R T A T I O N E N G I N E E R S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED HILLSBOROUGH POLICE STATION SITE 203 - NORTH CHURTON STREET AT BUS STOP IMPROVEMENTS GoTRIANGLE DocuSign Envelope ID: 6D376A36-3396-4A9C-A842-6CEB33FEE5D3 12/5/2019 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 DATE:REVISIONS12/5/2019User: SSALLADEE NG INEERNORTHCAROLINA SEAL 043171 SMLEH .S S ACUL L ANOISSEFOR P12/05/2019 NC License No. C-0910 www.rameykemp.com Fax: (919) 878-5416 Phone: (919) 872-5115 Raleigh, North Carolina 27609 Suite 100 5808 Faringdon Place R A M E Y K E M P A S S O C I A T E S & T R A N S P O R T A T I O N E N G I N E E R S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDGoTriangle_200_Hillsborough_Details_02.dgnDESIGNED BY:DAR LSHCHECKED BY: 1871 RCA NATN,RO H C AY IOLRSHEET #GOTRIANGLE BUS STOPSGENERAL NOTES (APPLICABLE FOR ALL SHEETS):2018 NCDOT ROADWAY ENGLISH STANDARD DRAWINGS RALEIGH, N.C., DATED JANUARY 16, 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: THE FOLLOWING ROADWAY STANDARDS AS THEY APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH - N.C. DEPARTMENT OF TRANSPORTATION -2 SPECIAL SEDIMENT CONTROL FENCE1606.01 TEMPORARY SILT FENCE1605.01 DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS1205.07 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS1205.01 DIVISION 12 - PAVEMENT MARKINGS, MARKERS, AND DELINEATION SKINNY DRUM1180.01 TYPE III BARRICADES1145.01 CONES1135.01 DRUM1130.01 PORTABLE WORK ZONE SIGNS1110.02 TEMPORARY LANE CLOSURES1101.02 WORK ZONE ADVANCE WARNING SIGNS1101.01 DIVISION 11 - WORK ZONE TRAFFIC CONTROL MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON 'U' CHANNEL POSTS904.50 ORIENTATION OF GROUND MOUNTED SIGNS904.10 GROUND MOUNTED SIGN SUPPORTS903.10 DIVISION 9 - SIGNING CURB RAMP - EXISTING CURB AND GUTTER848.06 CONCRETE SIDEWALK848.01 CONCRETE CURB, GUTTER, AND CURB & GUTTER846.01 DIVISION 8 - INCIDENTALS PAVEMENT REPAIRS654.01 DIVISION 6 - ASPHALT BASES AND PAVEMENTS METHOD OF CLEARING - METHOD II200.02 DIVISION 2 - EARTHWORK TITLESTD. NO. CONC. PAD "U" BAR DETAIL @2' SPACING #5 BARW/ U-SHAPED BARS. DOWELED TO CONC. PAD CONC. CURB WITH 2" RADIUS NTS CONCRETE CURB ON PAD COMPACTED SUBGRADE NTS TYPICAL SIDEWALK 8"12"6"6"6"12"3"WIRE FABRIC SHEETS 6x6xW2.9xW2.9 WOVEN COMPACTED ABC COMPACTED SUBGRADE NTS TYPICAL SHELTER PAD ON SIDES OF PAD. WHERE CURB TAPPERS PROVIDE MIN. 2" COVER ADJ. "U" BAR HEIGHT TO NOTE: 1/4" RADIUS TOOLED EDGE AND FILL WITH SEALER. EXPANSION JOINTS WILL BE INSTALLED AT ALL RIGID OBJECTS AND ADJACENT TO EXISTING PAVEMENT AND HAVE A8. TO INSTALL HANDRAIL IN. SEE HANDRAIL DETAIL THIS SHEET. WHERE HANDRAIL IS INSTALLED INCREASE PAD THICKNESS AS SHOWN ON THE HANDRAIL DETAIL TO CREATE A 12" X 12" BEAM7. EXISTING GRADE AND ABC WILL BE PROPERLY COMPACTED WITH PLATE TAMPERS PRIOR TO PLACING CONCRETE. 6. WILL MEET THE REQUIREMENTS OF NCDOT STANDARDS. EXTEND ABC 1' BEYOND EDGE OF PAD IN ALL DIRECTIONS EXCEPT WHERE BORDERED BY EXISTING PAVEMENT OR SIDEWALK. ABC5. CONCRETE PAD WILL HAVE A BROOM FINISH. MAXIMUM CROSS SLOPE SHALL BE 2%.4. OF 6" BELOW THE EXISTING SURROUNDING GRADE WITH A 45 SECTION TO BRING BACK TO THE STANDARD 6" THICKNESS. WHERE PROPOSED CONCRETE PAD ELEVATION IS ABOVE EXISITNG GRADE, PROVIDE A 1' WIDE CONCRETE "BEAM" TO EXTEND A MINIMUM3. COVER OF 3" ON ALL SIDES. REINFORCE AS SHOWN IN TYPICAL SECTION. WOVEN WIRE FABRIC SHALL HAVE MINIMUM 6" OVERLAPS AND MINIMUM2. CONCRETE PAD WILL CONSIST OF 3,000 PSI CONCRETE IN ACCORDANCE WITH NCDOT STANDARDS.1. GENERAL CONCRETE PAD NOTES: MEET ADA COMPLIANCE. ALL CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE NCDOT STANDARD CURB RAMP DETAILS. ALL RAMPS SHOULD3. CHANGES IN THE SIDEWALK. EXPANSION JOINTS WILL HAVE 1/4" RADIUS TOOLED EDGE AND FILLED WITH SEALER. CONTRACTION JOINTS SHALL BE 5'-0" O.C. EXPANSION JOINTS WILL BE 50' MAX. O.C. AND AT ALL RIGID OBJECTS AND DIRECTION2. NO LESS THAN A BROOM FINISH. MAXIMUM CROSS SLOPE SHALL BE 2%. NCDOT ROADWAY STANDARD DRAWINGS. ALL SIDEWALKS WILL BE 4" THICK UNLESS OTHERWISE NOTED AND ROUGHENED WITH SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 848.01 - CONCRETE SIDEWALKS OF THE LATEST REVISIONS1. GENERAL SIDEWALK NOTES:oDETAILSORANGE COUNTY - TOWN OF HILLSBOROUGHSEE PLANS 4" OR 6" CONTRACTOR SHOULD MATCH EXISTING CONTRACTION JOINT SPACING WHERE APPLICABLE.25. ROW INFORMATION ON PLANS IS BASED ON DEED RESEARCH AND NOT ACTUAL FIELD DATA.24. THE USE OF SOD WILL BE USED AND DETERMINED BY THE TIME OF YEAR OR THE IMPORTANCE TO HAVE GRASS RE-ESTABLISHED. SMALL AREAS MAY BE SEEDED.23. DIVERT RUNOFF AWAY FROM SHELTER PAD.22. A CLEAR AREA OF 2 FEET MINIMUM SHOULD BE PROVIDED BEHIND SHELTER FOR MAINTENANCE.21. TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE ROOT PROTECTION ZONE. NO STORAGE OF MATERIALS, DUMPING OF WASTE MATERIALS, FILL, OR PARKING OF EQUIPMENT SHALL BE ALLOWED WITHIN THE ROOT PROTECTION ZONE, AND NO20. INSTALLED ON THE SIDE OF THIS CUT FARTHEST AWAY FROM THE TREE TRUNK. BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. TREE PROTECTION FENCING SHALL BE AT THE START OF GRADING INVOLVING THE LOWERING OF THE EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL19. DAMAGED AREAS USED FOR THE TEMPORARY BUS STOP. PROVIDE TEMPORARY PROTECTED AREA ADJACENT TO SITE FOR RIDERS UNTIL NEW SHELTER HAS BEEN ACCEPTED BY THE TOWN FOR OPERATION. REPAIR ANY ALL EXISTING BUS STOPS WILL REMAIN OPERATIONAL DURING CONSTRUCTION. COORDINATE REMOVAL OF EXISTING MATERIAL WITH NEW SHELTER COMPLETION.18. ALL PRUNING SHALL BE COMPLETED BY A LICENSED LANDSCAPE OR TREE PROFESSIONAL AND COORDINATED WITH THE TOWN OF HILLSBOROUGH.17. ANY GRASS THAT NEEDS TO BE REPLACED AT THE END OF 2 WEEKS WILL BE AT THE CONTRACTORS EXPENSE. I.E. FESCUE, BERMUDA, ETC. FERTILIZE AND WATER FOR A 2-WEEK PERIOD. CONTACT ENGINEER ONCE GRASS IS PLACED TO START 2-WEEK WATERING PERIOD. GRADE ALL DISTURBED AREAS SMOOTH, REMOVE ALL ROOTS, ROCKS OR ANY OTHER DEBRIS, AND SOD. MATCH SOD TYPE TO EXISTING SURROUNDING GRASS,16. PAVEMENT FOR PLACEMENT OF SOD. CUT GRADE DOWN 2" IN ALL GRASS AREAS TO TIE SOD FLUSH WITH SURROUNDING GRADE. BACKFILL ADJACENT TO ALL NEW PAVEMENT ONCE FORM WORK IS REMOVED AND COMPACT. USE MINIMUM 6" CLEAN TOP SOIL AND BRING TO WITHIN 2" OF15. LOCATED EVERY 50' AT MAXIMUM. WITH NCDOT STANDARD SECTION 1028. CONTRACTOR SHOULD MATCH EXISTING CONTRACTION JOINT SPACING WHERE APPLICABLE. EXPANSION JOINTS SHALL BE PROVIDE JOINT SEALER AT ALL JOINTS BETWEEN NEW CONCRETE PAD AND EXISTING PAVEMENT. JOINT SEALER SHALL BE GRAY IN COLOR AND IN ACCORDANCE14. ALL DAMAGE SHALL BE SAW CUT FOR SMOOTH JOINT. COORDINATE WITH TOWN PRIOR TO REPAIRING ASPHALT PAVEMENT. IF ASPHALT PATCHING IS REQUIRED, USE 3" OF S9.5C IN PARKING LOT AREAS (CARS ONLY) AND USE 6" OF I19.0C AND 3" OF S9.5C IN ALL OTHER AREAS.13. STRUCTURES. ALL NEW PAVEMENT SHALL BE FLUSH WITH EXISTING PAVEMENT TO PREVENT TRIPPING HAZARD. PROVIDE EXPANSION JOINT AT ALL EXISTING PAVEMENT OR12. DRAWINGS OR THE TOWN OF HILLSBOROUGH STANDARDS FOR ADDITIONAL INFORMATION. ALL CONSTRUCTION SHOULD ADHERE TO THESE STANDARDS. REFER TO SHEETS 2 & 3 AND THE LIST OF STANDARDS FOR SITE DETAILS. REFER TO THE MOST CURRENT VERISON OF THE NCDOT ROADWAY STANDARD11. HILLSBOROUGH STANDARDS. ALL TRAFFIC CONTROL DEVICES AND SIGNING ARE CONSIDERED INCIDENTAL TO TRAFFIC CONTROL. SUBMIT PLAN TO TOWN PRIOR TO LANE CLOSURE FOR APPROVAL. PROVIDE PROPER SIDEWALK CLOSURE/DETOUR SIGNING IN ACCORDANCE WITH THE TOWN OF IF LANE CLOSURE IS REQUIRED TO PERFORM ANY WORK ITEMS, USE NCDOT STD. 1101.02 FOR ADVANCED WARNING SIGNS AND APPLICABLE LANE CLOSURE. 10. CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING SITE FEATURES TO REMAIN AND RESTORING TO PRECONSTRUCTION CONDITIONS IF DAMAGED BY9. FOR PROTECTING AND RESETTING IF DAMAGED BY CONSTRUCTION ACTIVITIES. CADD FILES CAN BE OBTAINED BY REQUEST FROM THE ENGINEER. CONTROL POINTS PROVIDED ON PLAN ARE FOR USE IN STAKING OUT PROPOSED WORK TO BY COMPLETED BY THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE8. IS BASED ON DEED RESEARCH AND NOT ACTUAL FIELD DATA. OF THE ROW AND/OR TEMPORARY CONSTRUCTION EASEMENTS MAY NOT BE PROCURED AT THE TIME OF CONSTRUCTION. ROW INFORMATION SHOWN ON PLANS INDIVIDUAL BUS SITE (IF APPLICABLE). THE CONTRACTOR WILL COORDINATE ENTRANCE INTO ADJACENT PROPERTY WITH THE TOWN AND UNDERSTANDS THAT SOME AND GARBAGE PICKUP. THE TOWN HAS PROCURED OR IS IN THE PROCESS OF PROCURING ROW AND/OR TEMPORARY CONSTRUCTION EASEMENTS AT EACH COORDINATE WITH PROPERTY OWNERS FOR STAGING AREAS AND OWNER ACCESS TO THE SITE DURING CONSTRUCTION, INCLUDING TENANT PARKING, DELIVERIES7. MEETING THE LATEST TOWN OF HILLSBOROUGH AND NCDOT STANDARDS. AND SIGNAGE AT ALL TIMES. DO NOT LEAVE ANY OPEN TRENCHES OR TRIPPING HAZARDS OVER NIGHT. USE PROPER SIDEWALK CLOSURE/DETOUR SIGNS PROTECT ALL DISTURBED AREAS AND DO NOT LEAVE ANY OPEN TRENCHES WHEN NOT PRESENT. PROVIDE PROPER AND VISIBLE PROTECTION FENCING, MARKERS6. SITE WHEN NOT PRESENT. CONTRACTOR SHALL BE RESPONSIBLE FOR MATERIALS AND EQUIPMENT LEFT ON SITE. IT IS RECOMMENDED THAT THE CONTRACTOR NOT LEAVE MATERIAL ON5. MAINTENANCE OF EROSION CONTROL MEASURES IS INCIDENTAL TO EROSION CONTROL. ENTERING ADJACENT STORM DRAINAGE SYSTEMS. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PER THE 2018 NCDOT ROADWAY STANDARD DRAWINGS. AND SILT FENCING OR NCDOT #57 STONE PILED 1' HIGH BY 2' WIDE AT BASE AS APPLICABLE TO PREVENT SEDIMENT FROM LEAVING THE SITES OR CONTROL SEDIMENT ON SITES AND PREVENT FROM WASHING ONTO ADJACENT ROADWAYS. PROVIDE INLET PROTECTION AT INLETS THROUGHOUT CONSTRUCTION4. PRIOR TO REMOVAL, SAW CUT ALL PAVEMENT AND CONCRETE CURB AND GUTTER AT REMOVAL LIMITS OR AT NEAREST JOINT IF WITHIN 2' OF JOINT.3. REPAIRED AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK. ANY DAMAGE TO EXISTING UTILITIES WILL BE2. CONTRACTOR TO DISPOSE OF PACKING MATERIAL IN A LEGAL MANNER OFF-SITE AND AT NO ADDITIONAL COST TO THE OWNER. INSTALL BUS SHELTERS, BENCHES, AND OTHER AMENITIES AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR TO INSTALL PER MANUFACTURERS INSTRUCTIONS. INCLUDE ALL PARTS AND AMENITIES INCLUDING TRASH RECEPTACLE. CONTRACTOR TO PROVIDE ANCHORS AND INCIDENTAL ITEMS REQUIRED TO ASSEMBLE AND STORED AT A LOCATION TO BE DETERMINED. CONTRACTOR TO COORDINATE WITH GOTRIANGLE TO OBTAIN THE AMENITIES. BUS SHELTERS AND BENCHES THE CONTRACTOR IS TO OBTAIN THE BUS SHELTERS, BENCHES, AND OTHER AMENITIES FROM GOTRIANGLE, WHICH HAVE BEEN PRE-PURCHASED AND ARE BEING 1. 12"6"4"DocuSign Envelope ID: 6D376A36-3396-4A9C-A842-6CEB33FEE5D3 12/5/2019 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 6" 6" 2'-10" 6' MAX. 6" 12" 1'-5" 1'-5" 6" 16 1/2"35 1/2" 6" DIA. 8 1/8" DIA. DATE:REVISIONS12/5/2019User: SSALLADEE NG INEERNORTHCAROLINA SEAL 043171 SMLEH .S S ACUL L ANOISSEFOR P12/05/2019 NC License No. C-0910 www.rameykemp.com Fax: (919) 878-5416 Phone: (919) 872-5115 Raleigh, North Carolina 27609 Suite 100 5808 Faringdon Place R A M E Y K E M P A S S O C I A T E S & T R A N S P O R T A T I O N E N G I N E E R S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDGoTriangle_200_Hillsborough_Details_03.dgnDESIGNED BY:DAR LSHCHECKED BY: 1871 RCA NATN,RO H C AY IOLRSHEET #GOTRIANGLE BUS STOPS3PROTRUSIONS. WITH NO PROJECTIONS OR CONTINUOUSLY SMOOTH TOP RAIL SHALL BE " I.D. ALUMINUM PIPE, 0.145" WALL THICKNESS2 1OR 1- " O.D. GALVANIZED SCHEDULE 40 STEEL PIPE2 11- PARALLEL RAIL: THICKNESSI.D. ALUMINUM PIPE 0.203 WALL " 2 1" O.D. GALVANIZED SCHEDULE 40 STEEL PIPE OR 2-2 11- POSTS: STEEL POST SOCKET NON-SHRINK GROUT NCDOT CLASS 'A' 3000 PSI CONCRETE MAXIMUM DENSITY COMPACT SUBGRADE TO 95% SECTION VIEW NOT TO SCALE EPOXY FASTENERS INTO CONCRETE NCDOT CLASS 'A' 3000 PSI CONCRETE NOT TO SCALE SIDE VIEW ALUMINUM POST MOUNT NOT TO SCALE DETAILSORANGE COUNTY - TOWN OF HILLSBOROUGHLC 2'-2" AND BUILD ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. CONTRACTOR SHALL VERIFY DIMENSIONS AND QUANTITIES WITH THE SHELTER MANUFACTURER BUS SHELTER DIMENSIONS ARE PROVIDED BY THE MANUFACTURER. 3X3 ALUMINUM POST NTS TYPICAL BUS SHELTER COLUMN BASE 4'-4"2'-10" 4" 2'-10" 4" 8" 2'-8" "4 36'-11 3'-0" "8 35'-810'-10" 8" (SEE NOTE 2) 10'-0" ANY ADDITIONAL APPROVALS BY NCDOT ARE IN PLACE. WHEN IN AN NCDOT RIGHT OF WAY, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING/ ENSURING3. CONTRACTOR SHALL FURNISH SHOP DRAWINGS.2. AS DETERMINED BY THE TRANSIT SAFETY AND SECURITY REVIEW.1.3. NEARBY DROP OFFS OF 18" AND HIGHER.1.2. SLOPES ADJACENT TO STOP ARE STEEPER THAN 4H:1V.1.1. HANDRAIL REQUIRED AT AMENITIES AND BUS STOPS FOR ANY OF THE FOLLOWING CONDITIONS:1. NOTES: 5/8" X 1 1/2" S.STL. FLT SKT HD CAP SCREW 3/8" X 6" DIA. STL. PLATE 1/2" X 3 3/4" EXPANSION ANCHOR BOLTS (2 3/8" O.D.) 2" RS 40 GALV. PIPE 8 1/4" RAD. 10 GA. STL. SPNNING SURFACE MOUNT (ONLY) CONCRETE WALK 4 1/2" DIA. ANCHOR CIRCLE BIKE RACK DETAIL NTS CONCRETE WALK UNLESS OTHERWISE SHOWN. EDGE OF CONCRETE PAD, TYPICAL INSTALL COLUMN BASE 6" FROM 2. SEE GEN. NOTE 1 ON SHEET 2. INSTALLED BY CONTRACTOR. CANS PURCHASED BY OWNER, SHELTER, BENCH, AND TRASH1. NOTES: OPTIONS: SOLAR POWERED USB CHARGING PORTS & SOLAR LIGHTING SHELTER TO BE USED IN TOWN OF HILLSBOROUGH: BRASCO EC-510-SL-TW-4-C-0F-TG-0A-0L-0 (BLACK FINISH)36" O.C36" O.C24" TYP.24" TYP. DocuSign Envelope ID: 6D376A36-3396-4A9C-A842-6CEB33FEE5D3 12/5/2019 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 WMHYDWVWV W NAD 83/11 NAVD 88 COCOCO CO WMHYDWVWV W NAD 83/11 NAVD 88 COCOCO CO COURTYARD) (BRICK VAULT METER WATER WALK CONC. SIGN RECYCLE TRASHPOLE LIGHT BENCH SIGN SIGN WALK CONC. WALK CONC. WALK CONC. POLE LIGHT CONC. CONC. EX. R/W EX. R/WHEDGES PARKING) (TOWN AREA GRASSED SIGN PLAQUE FLAG POLE & SIGN EX. BUS STOP =557.47' BOLT) HYDRANT (TOP BENCHMARK BIKE RACK AREA GRASSED STATION POLICE HILLSBOROUGH (20 MPH) 66' PUBLIC R/W CHURTON STREET 555' 555' 554'556'556' SIGN SIGN 30" C&G MYRTLE CREPE AREA GRASSED GRASSED AREA MYRTLE CREPE 135 N CHURTON ST 126 N CHURTON ST & 9874063568 HILLSBOROUGH TOWN OF COURTYARD) (BRICK VAULT METER WATER WALK CONC. SIGN RECYCLE TRASHPOLE LIGHT BENCH SIGN SIGN WALK CONC. WALK CONC. WALK CONC. POLE LIGHT CONC. CONC. EX. R/W EX. R/WHEDGES PARKING) (TOWN AREA GRASSED SIGN PLAQUE FLAG POLE & SIGN EX. BUS STOP =557.47' BOLT) HYDRANT (TOP BENCHMARK BIKE RACK AREA GRASSED STATION POLICE HILLSBOROUGH (20 MPH) 66' PUBLIC R/W CHURTON STREET 555' 555' 554'556'556' SIGN SIGN 30" C&G MYRTLE CREPE AREA GRASSED GRASSED AREA MYRTLE CREPE 135 N CHURTON ST 126 N CHURTON ST & 9874063568 HILLSBOROUGH TOWN OF Hillsborough pop.6,584 Hill Mars School High Orange School Middle CW Stanford School Elementary Central Services Support Orange Co. Elementary School Cameron Park of Education County Board Ch. Life Abundan Creek ENO RI VERPublic Works County Orange Southern Rail wa y 1.25 .46.78 AREA NATURAL STATE MOUNTAIN OCCONEECHEE WATER VAULT RETAIN STOP SIGN RETAIN BUS RIGHT-OF-WAY EXISTING SEE NOTE 3 STATION SIGN RELOCATE POLICE LINE AS NEEDED. SAWCUT SMOOTH REMOVE 52 SF BRICK RIGHT-OF-WAY EXISTING SEE NOTE 2 (TYP.) EXP. JOINT SEE NOTE 3 STATION SIGN RELOCATE POLICE CONC.PAD PROP 6" SEE NOTE 2. BLACK FINISH BUS SHELTER. PROPOSED BRASCO EC-510 PROPOSED 6" CONCRETE PAD WITH 6" STONE & WIRE FABRIC TYPICAL SECTION CURB & GUTTER RETAIN EXIST. N.T.S CONC. PAD PROP. 6" BRICK PAVERS TO EXISTING TIE FLUSH SIDEWALK TO EXISTING TIE FLUSH STREET N. CHURTON 70 BYP 70 BUS 70 BUS 86 86 86 86 85 85 SITE 203 70 203 ORANGE COUNTY - TOWN OF HILLSBOROUGHHILLSBOROUGH POLICE STATIONNORTH CHURTON STREET AT VAR. PROP. 6" ABC COMPLETE ALL WORK WITHIN EXISTING RIGHT-OF-WAY. NO RIGHT-OF-WAY OR EASEMENTS HAVE BEEN ACQUIRED ON ADJACENT PROPERTIES.4. NEEDED. OF THE SIGN CONSISTENT WITH ANY NCDOT APPROVALS OR SPECIFICATIONS THAT MAY BE IT IS REMOVED FROM ITS CURRENT LOCATION. THE TOWN WILL HANDLE RELOCATION THE TOWN OF HILLSBOROUGH WILL RELOCATE THE POLICE DEPARTMENT SIGN ONCE 3. LIGHTING PER MANUFACTURERS INSTRUCTIONS. CONTRACTOR TO INSTALL SOLAR POWERED USB CHARGING STATION & SOLAR2. SEE SHEET 2 FOR GENERAL NOTES, LIST OF STANDARDS, AND LEGEND.1. NOTES: DATE:REVISIONS12/5/2019User: SSALLADEE NG INEERNORTHCAROLINA SEAL 043171 SMLEH .S S ACUL L ANOISSEFOR PNC License No. C-0910 www.rameykemp.com Fax: (919) 878-5416 Phone: (919) 872-5115 Raleigh, North Carolina 27609 Suite 100 5808 Faringdon Place R A M E Y K E M P A S S O C I A T E S & T R A N S P O R T A T I O N E N G I N E E R S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDSITE NO.GoTriangle_Site 203_PSH.dgnDESIGNED BY:DAR LSHCHECKED BY: 0 5'10' 12/05/2019 N.T.S. EXISTING SURVEY/DEMOLITION PLAN PROPOSED PLAN VICINITY MAP GOTRIANGLE BUS STOPSTEERTS NOTRUHC .NFAUCETTE MI LL ROADRE VE RE R O A D H AM P TO N PO IN T E 5.53'4.30'12'-0" EX. 4.3'4.3' DocuSign Envelope ID: 6D376A36-3396-4A9C-A842-6CEB33FEE5D3 12/5/2019 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 NC License No. C-0910 www.rameykemp.com Fax: (919) 867-6302 Phone: (919) 872-5115 Raleigh, North Carolina 27609 Suite 100 5808 Faringdon Place DESIGN ENGINEER E NG INE ERNORTHCAROLINA SEAL 043171 SMLEH .S S ACUL L ANOISSEFORPR A M E Y K E M P A S S O C I A T E S & T R A N S P O R T A T I O N E N G I N E E R S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SITE 204 - NC-86 NORTH AT HOMESTEAD RD BUS STOP IMPROVEMENTS GoTRIANGLE DocuSign Envelope ID: 6D376A36-3396-4A9C-A842-6CEB33FEE5D3 12/5/2019 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 DATE:REVISIONS12/5/2019User: SSALLADEE NG INEERNORTHCAROLINA SEAL 043171 SMLEH .S S ACUL L ANOISSEFOR P12/05/2019 NC License No. C-0910 www.rameykemp.com Fax: (919) 878-5416 Phone: (919) 872-5115 Raleigh, North Carolina 27609 Suite 100 5808 Faringdon Place R A M E Y K E M P A S S O C I A T E S & T R A N S P O R T A T I O N E N G I N E E R S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDGoTriangle_200_Chapel Hill_Details_02.dgnDESIGNED BY:DAR LSHCHECKED BY: 1871 RCA NATN,RO H C AY IOLRSHEET #GOTRIANGLE BUS STOPSGENERAL NOTES (APPLICABLE FOR ALL SHEETS):2018 NCDOT ROADWAY ENGLISH STANDARD DRAWINGS RALEIGH, N.C., DATED JANUARY 16, 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: THE FOLLOWING ROADWAY STANDARDS AS THEY APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH - N.C. DEPARTMENT OF TRANSPORTATION -2 SPECIAL SEDIMENT CONTROL FENCE1606.01 TEMPORARY SILT FENCE1605.01 DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS1205.07 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS1205.01 DIVISION 12 - PAVEMENT MARKINGS, MARKERS, AND DELINEATION SKINNY DRUM1180.01 TYPE III BARRICADES1145.01 CONES1135.01 DRUM1130.01 PORTABLE WORK ZONE SIGNS1110.02 TEMPORARY LANE CLOSURES1101.02 WORK ZONE ADVANCE WARNING SIGNS1101.01 DIVISION 11 - WORK ZONE TRAFFIC CONTROL MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON 'U' CHANNEL POSTS904.50 ORIENTATION OF GROUND MOUNTED SIGNS904.10 GROUND MOUNTED SIGN SUPPORTS903.10 DIVISION 9 - SIGNING CURB RAMP - EXISTING CURB AND GUTTER848.06 CONCRETE SIDEWALK848.01 CONCRETE CURB, GUTTER, AND CURB & GUTTER846.01 DIVISION 8 - INCIDENTALS PAVEMENT REPAIRS654.01 DIVISION 6 - ASPHALT BASES AND PAVEMENTS METHOD OF CLEARING - METHOD II200.02 DIVISION 2 - EARTHWORK TITLESTD. NO. CONC. PAD "U" BAR DETAIL @2' SPACING #5 BARW/ U-SHAPED BARS. DOWELED TO CONC. PAD CONC. CURB WITH 2" RADIUS NTS CONCRETE CURB ON PAD COMPACTED SUBGRADE NTS TYPICAL SIDEWALK 8"12"6"6"6"12"3"WIRE FABRIC SHEETS 6x6xW2.9xW2.9 WOVEN COMPACTED ABC COMPACTED SUBGRADE NTS TYPICAL SHELTER PAD ON SIDES OF PAD. WHERE CURB TAPPERS PROVIDE MIN. 2" COVER ADJ. "U" BAR HEIGHT TO NOTE: 1/4" RADIUS TOOLED EDGE AND FILL WITH SEALER. EXPANSION JOINTS WILL BE INSTALLED AT ALL RIGID OBJECTS AND ADJACENT TO EXISTING PAVEMENT AND HAVE A8. TO INSTALL HANDRAIL IN. SEE HANDRAIL DETAIL THIS SHEET. WHERE HANDRAIL IS INSTALLED INCREASE PAD THICKNESS AS SHOWN ON THE HANDRAIL DETAIL TO CREATE A 12" X 12" BEAM7. EXISTING GRADE AND ABC WILL BE PROPERLY COMPACTED WITH PLATE TAMPERS PRIOR TO PLACING CONCRETE. 6. WILL MEET THE REQUIREMENTS OF NCDOT STANDARDS. EXTEND ABC 1' BEYOND EDGE OF PAD IN ALL DIRECTIONS EXCEPT WHERE BORDERED BY EXISTING PAVEMENT OR SIDEWALK. ABC5. CONCRETE PAD WILL HAVE A BROOM FINISH. MAXIMUM CROSS SLOPE SHALL BE 2%.4. OF 6" BELOW THE EXISTING SURROUNDING GRADE WITH A 45 SECTION TO BRING BACK TO THE STANDARD 6" THICKNESS. WHERE PROPOSED CONCRETE PAD ELEVATION IS ABOVE EXISITNG GRADE, PROVIDE A 1' WIDE CONCRETE "BEAM" TO EXTEND A MINIMUM3. COVER OF 3" ON ALL SIDES. REINFORCE AS SHOWN IN TYPICAL SECTION. WOVEN WIRE FABRIC SHALL HAVE MINIMUM 6" OVERLAPS AND MINIMUM2. CONCRETE PAD WILL CONSIST OF 3,000 PSI CONCRETE IN ACCORDANCE WITH NCDOT STANDARDS.1. GENERAL CONCRETE PAD NOTES: DETAILS. ALL RAMPS SHOULD MEET ADA COMPLIANCE. ALL CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE TO THE NCDOT STANDARD CURB RAMPS OR TOWN OF CHAPEL HILL RAMP 3. CHANGES IN THE SIDEWALK. EXPANSION JOINTS WILL HAVE 1/4" RADIUS TOOLED EDGE AND FILLED WITH SEALER. CONTRACTION JOINTS SHALL BE 5'-0" O.C. EXPANSION JOINTS WILL BE 50' MAX. O.C. AND AT ALL RIGID OBJECTS AND DIRECTION2. NO LESS THAN A BROOM FINISH. MAXIMUM CROSS SLOPE SHALL BE 2%. NCDOT ROADWAY STANDARD DRAWINGS. ALL SIDEWALKS WILL BE 4" THICK UNLESS OTHERWISE NOTED AND ROUGHENED WITH SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 848.01 - CONCRETE SIDEWALKS OF THE LATEST REVISIONS1. GENERAL SIDEWALK NOTES:oORANGE COUNTY - TOWN OF CHAPEL HILLDETAILSSEE PLANS 4" OR 6" CONTRACTOR SHOULD MATCH EXISTING CONTRACTION JOINT SPACING WHERE APPLICABLE.25. ROW INFORMATION ON PLANS IS BASED ON DEED RESEARCH AND NOT ACTUAL FIELD DATA.24. THE USE OF SOD WILL BE USED AND DETERMINED BY THE TIME OF YEAR OR THE IMPORTANCE TO HAVE GRASS RE-ESTABLISHED. SMALL AREAS MAY BE SEEDED.23. DIVERT RUNOFF AWAY FROM SHELTER PAD.22. A CLEAR AREA OF 2 FEET MINIMUM SHOULD BE PROVIDED BEHIND SHELTER FOR MAINTENANCE.21. TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE ROOT PROTECTION ZONE. NO STORAGE OF MATERIALS, DUMPING OF WASTE MATERIALS, FILL, OR PARKING OF EQUIPMENT SHALL BE ALLOWED WITHIN THE ROOT PROTECTION ZONE, AND NO20. INSTALLED ON THE SIDE OF THIS CUT FARTHEST AWAY FROM THE TREE TRUNK. BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. TREE PROTECTION FENCING SHALL BE AT THE START OF GRADING INVOLVING THE LOWERING OF THE EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL19. DAMAGED AREAS USED FOR THE TEMPORARY BUS STOP. PROVIDE TEMPORARY PROTECTED AREA ADJACENT TO SITE FOR RIDERS UNTIL NEW SHELTER HAS BEEN ACCEPTED BY THE TOWN FOR OPERATION. REPAIR ANY ALL EXISTING BUS STOPS WILL REMAIN OPERATIONAL DURING CONSTRUCTION. COORDINATE REMOVAL OF EXISTING MATERIAL WITH NEW SHELTER COMPLETION.18. ALL PRUNING SHALL BE COMPLETED BY A LICENSED LANDSCAPE OR TREE PROFESSIONAL AND COORDINATED WITH THE TOWN OF CHAPEL HILL.17. ANY GRASS THAT NEEDS TO BE REPLACED AT THE END OF 2 WEEKS WILL BE AT THE CONTRACTORS EXPENSE. I.E. FESCUE, BERMUDA, ETC. FERTILIZE AND WATER FOR A 2-WEEK PERIOD. CONTACT ENGINEER ONCE GRASS IS PLACED TO START 2-WEEK WATERING PERIOD. GRADE ALL DISTURBED AREAS SMOOTH, REMOVE ALL ROOTS, ROCKS OR ANY OTHER DEBRIS, AND SOD. MATCH SOD TYPE TO EXISTING SURROUNDING GRASS,16. PAVEMENT FOR PLACEMENT OF SOD. CUT GRADE DOWN 2" IN ALL GRASS AREAS TO TIE SOD FLUSH WITH SURROUNDING GRADE. BACKFILL ADJACENT TO ALL NEW PAVEMENT ONCE FORM WORK IS REMOVED AND COMPACT. USE MINIMUM 6" CLEAN TOP SOIL AND BRING TO WITHIN 2" OF15. LOCATED EVERY 50' AT MAXIMUM. WITH NCDOT STANDARD SECTION 1028. CONTRACTOR SHOULD MATCH EXISTING CONTRACTION JOINT SPACING WHERE APPLICABLE. EXPANSION JOINTS SHALL BE PROVIDE JOINT SEALER AT ALL JOINTS BETWEEN NEW CONCRETE PAD AND EXISTING PAVEMENT. JOINT SEALER SHALL BE GRAY IN COLOR AND IN ACCORDANCE14. ALL DAMAGE SHALL BE SAW CUT FOR SMOOTH JOINT. COORDINATE WITH TOWN PRIOR TO REPAIRING ASPHALT PAVEMENT. IF ASPHALT PATCHING IS REQUIRED, USE 3" OF S9.5C IN PARKING LOT AREAS (CARS ONLY) AND USE 6" OF I19.0C AND 3" OF S9.5C IN ALL OTHER AREAS.13. STRUCTURES. ALL NEW PAVEMENT SHALL BE FLUSH WITH EXISTING PAVEMENT TO PREVENT TRIPPING HAZARD. PROVIDE EXPANSION JOINT AT ALL EXISTING PAVEMENT OR12. DRAWINGS OR THE TOWN OF CHAPEL HILL STANDARDS FOR ADDITIONAL INFORMATION. ALL CONSTRUCTION SHOULD ADHERE TO THESE STANDARDS. REFER TO SHEETS 2 & 3 AND THE LIST OF STANDARDS FOR SITE DETAILS. REFER TO THE MOST CURRENT VERISON OF THE NCDOT ROADWAY STANDARD11. CHAPEL HILL STANDARDS. ALL TRAFFIC CONTROL DEVICES AND SIGNING ARE CONSIDERED INCIDENTAL TO TRAFFIC CONTROL. SUBMIT PLAN TO TOWN PRIOR TO LANE CLOSURE FOR APPROVAL. PROVIDE PROPER SIDEWALK CLOSURE/DETOUR SIGNING IN ACCORDANCE WITH THE TOWN OF IF LANE CLOSURE IS REQUIRED TO PERFORM ANY WORK ITEMS, USE NCDOT STD. 1101.02 FOR ADVANCED WARNING SIGNS AND APPLICABLE LANE CLOSURE. 10. CONSTRUCTION ACTIVITIES. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING SITE FEATURES TO REMAIN AND RESTORING TO PRECONSTRUCTION CONDITIONS IF DAMAGED BY9. FOR PROTECTING AND RESETTING IF DAMAGED BY CONSTRUCTION ACTIVITIES. CADD FILES CAN BE OBTAINED BY REQUEST FROM THE ENGINEER. CONTROL POINTS PROVIDED ON PLAN ARE FOR USE IN STAKING OUT PROPOSED WORK TO BY COMPLETED BY THE CONTRACTOR. CONTRACTOR IS RESPONSIBLE8. IS BASED ON DEED RESEARCH AND NOT ACTUAL FIELD DATA. OF THE ROW AND/OR TEMPORARY CONSTRUCTION EASEMENTS MAY NOT BE PROCURED AT THE TIME OF CONSTRUCTION. ROW INFORMATION SHOWN ON PLANS INDIVIDUAL BUS SITE (IF APPLICABLE). THE CONTRACTOR WILL COORDINATE ENTRANCE INTO ADJACENT PROPERTY WITH THE TOWN AND UNDERSTANDS THAT SOME AND GARBAGE PICKUP. THE TOWN HAS PROCURED OR IS IN THE PROCESS OF PROCURING ROW AND/OR TEMPORARY CONSTRUCTION EASEMENTS AT EACH COORDINATE WITH PROPERTY OWNERS FOR STAGING AREAS AND OWNER ACCESS TO THE SITE DURING CONSTRUCTION, INCLUDING TENANT PARKING, DELIVERIES7. MEETING THE LATEST TOWN OF CHAPEL HILL AND NCDOT STANDARDS. AND SIGNAGE AT ALL TIMES. DO NOT LEAVE ANY OPEN TRENCHES OR TRIPPING HAZARDS OVER NIGHT. USE PROPER SIDEWALK CLOSURE/DETOUR SIGNS PROTECT ALL DISTURBED AREAS AND DO NOT LEAVE ANY OPEN TRENCHES WHEN NOT PRESENT. PROVIDE PROPER AND VISIBLE PROTECTION FENCING, MARKERS6. SITE WHEN NOT PRESENT. CONTRACTOR SHALL BE RESPONSIBLE FOR MATERIALS AND EQUIPMENT LEFT ON SITE. IT IS RECOMMENDED THAT THE CONTRACTOR NOT LEAVE MATERIAL ON5. MAINTENANCE OF EROSION CONTROL MEASURES IS INCIDENTAL TO EROSION CONTROL. ENTERING ADJACENT STORM DRAINAGE SYSTEMS. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PER THE 2018 NCDOT ROADWAY STANDARD DRAWINGS. AND SILT FENCING OR NCDOT #57 STONE PILED 1' HIGH BY 2' WIDE AT BASE AS APPLICABLE TO PREVENT SEDIMENT FROM LEAVING THE SITES OR CONTROL SEDIMENT ON SITES AND PREVENT FROM WASHING ONTO ADJACENT ROADWAYS. PROVIDE INLET PROTECTION AT INLETS THROUGHOUT CONSTRUCTION4. PRIOR TO REMOVAL, SAW CUT ALL PAVEMENT AND CONCRETE CURB AND GUTTER AT REMOVAL LIMITS OR AT NEAREST JOINT IF WITHIN 2' OF JOINT.3. REPAIRED AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO BEGINNING WORK. ANY DAMAGE TO EXISTING UTILITIES WILL BE2. CONTRACTOR TO DISPOSE OF PACKING MATERIAL IN A LEGAL MANNER OFF-SITE AND AT NO ADDITIONAL COST TO THE OWNER. INSTALL BUS SHELTERS, BENCHES, AND OTHER AMENITIES AT NO ADDITIONAL COST TO THE OWNER. CONTRACTOR TO INSTALL PER MANUFACTURERS INSTRUCTIONS. INCLUDE ALL PARTS AND AMENITIES INCLUDING TRASH RECEPTACLE. CONTRACTOR TO PROVIDE ANCHORS AND INCIDENTAL ITEMS REQUIRED TO ASSEMBLE AND STORED AT A LOCATION TO BE DETERMINED. CONTRACTOR TO COORDINATE WITH GOTRIANGLE TO OBTAIN THE AMENITIES. BUS SHELTERS AND BENCHES THE CONTRACTOR IS TO OBTAIN THE BUS SHELTERS, BENCHES, AND OTHER AMENITIES FROM GOTRIANGLE, WHICH HAVE BEEN PRE-PURCHASED AND ARE BEING 1. 12"6"4"DocuSign Envelope ID: 6D376A36-3396-4A9C-A842-6CEB33FEE5D3 12/5/2019 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 6" 6" 2'-10" 6" 6' MAX. 6" 12" 1'-5" 1'-5" 16 1/2"35 1/2" 6" DIA. 8 1/8" DIA. DATE:REVISIONS12/5/2019User: SSALLADEE NG INEERNORTHCAROLINA SEAL 043171 SMLEH .S S ACUL L ANOISSEFOR P12/05/2019 NC License No. C-0910 www.rameykemp.com Fax: (919) 878-5416 Phone: (919) 872-5115 Raleigh, North Carolina 27609 Suite 100 5808 Faringdon Place R A M E Y K E M P A S S O C I A T E S & T R A N S P O R T A T I O N E N G I N E E R S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDGoTriangle_200_Chapel Hill_Details_03.dgnDESIGNED BY:DAR LSHCHECKED BY: 1871 RCA NATN,RO H C AY IOLRSHEET #GOTRIANGLE BUS STOPS3PROTRUSIONS. WITH NO PROJECTIONS OR CONTINUOUSLY SMOOTH TOP RAIL SHALL BE " I.D. ALUMINUM PIPE, 0.145" WALL THICKNESS2 1OR 1- " O.D. GALVANIZED SCHEDULE 40 STEEL PIPE2 11- PARALLEL RAIL: THICKNESSI.D. ALUMINUM PIPE 0.203 WALL " 2 1" O.D. GALVANIZED SCHEDULE 40 STEEL PIPE OR 2-2 11- POSTS: STEEL POST SOCKET NON-SHRINK GROUT NCDOT CLASS 'A' 3000 PSI CONCRETE MAXIMUM DENSITY COMPACT SUBGRADE TO 95% SECTION VIEW NOT TO SCALE EPOXY FASTENERS INTO CONCRETE NCDOT CLASS 'A' 3000 PSI CONCRETE NOT TO SCALE SIDE VIEW ALUMINUM POST MOUNT NOT TO SCALE DETAILSORANGE COUNTY - TOWN OF CHAPEL HILL5/8" X 1 1/2" S.STL. FLT SKT HD CAP SCREW 3/8" X 6" DIA. STL. PLATE 1/2" X 3 3/4" EXPANSION ANCHOR BOLTS (2 3/8" O.D.) 2" RS 40 GALV. PIPE 8 1/4" RAD. 10 GA. STL. SPNNING SURFACE MOUNT (ONLY) CONCRETE WALK 4 1/2" DIA. ANCHOR CIRCLE BIKE RACK DETAIL NTS CONCRETE WALK 2'-2" AND BUILD ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. CONTRACTOR SHALL VERIFY DIMENSIONS AND QUANTITIES WITH THE SHELTER MANUFACTURER BUS SHELTER DIMENSIONS ARE PROVIDED BY THE MANUFACTURER. 3X3 ALUMINUM POST NTS TYPICAL BUS SHELTER COLUMN BASE 4'-4"2'-10" 4" 2'-10" 4" 8" 2'-8" "4 36'-11 3'-0" "8 35'-810'-10" 8" (SEE NOTE 2) 10'-0" UNLESS OTHERWISE SHOWN. EDGE OF CONCRETE PAD, TYPICAL INSTALL COLUMN BASE 6" FROM 2. SEE GEN. NOTE 1 ON SHEET 2. INSTALLED BY CONTRACTOR. CANS PURCHASED BY OWNER, SHELTER, BENCH, AND TRASH1. NOTES: ANY ADDITIONAL APPROVALS BY NCDOT ARE IN PLACE. WHEN IN AN NCDOT RIGHT OF WAY, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING/ ENSURING3. CONTRACTOR SHALL FURNISH SHOP DRAWINGS.2. AS DETERMINED BY THE TRANSIT SAFETY AND SECURITY REVIEW.1.3. NEARBY DROP OFFS OF 18" AND HIGHER.1.2. SLOPES ADJACENT TO STOP ARE STEEPER THAN 4H:1V.1.1. HANDRAIL REQUIRED AT AMENITIES AND BUS STOPS FOR ANY OF THE FOLLOWING CONDITIONS:1. NOTES: OPTIONS: SOLAR POWERED USB CHARGING PORTS & SOLAR LIGHTING SHELTER TO BE USED IN TOWN OF CHAPEL HILL: BRASCO SL-510-C WITH DOME ROOF (BLACK FINISH)36" O.C36" O.C24" TYP.24" TYP. DocuSign Envelope ID: 6D376A36-3396-4A9C-A842-6CEB33FEE5D3 12/5/2019 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 TBM=478.40' 4" BIRCH 5" MAPLE 5" MAPLE 6" BIRCH 5" MAPLE BENCH SIGN BUS STOP PP CONC. SIDEWALK EDGE OF TRAVEL LANE 30" C&G PPSIGNAL CROSSING WITH PP GUY P.B. 108-116 TO 117 EASEMENT 10' X 70' SIGHT BOX SIGNAL TRAFFIC CROSSWALK P.B. 108-116 TO 117 EASEMENT 10' X 70' SIGHT P.B. 108-116 D.B. 4178-421 PIN 9880300779 METHODIST CHURCH, INC, ORANGE UNITED 10X70 SIGHT TRIANGLE1 0X70 SI GHT TRI ANGLENAD 83/11 NAVD 88 SCO(SURVEY CONTROL NAIL) VARIABLE WIDTH R/W (35 MPH) MLK, JR. BLVD N.C. HWY 86 EX. R/W LINE OWASA & STORM EASEMENT LINECROSSWALK475'476'476'477'4 7 8' TBM=478.40' 4" BIRCH 5" MAPLE 5" MAPLE 6" BIRCH 5" MAPLE BENCH SIGN BUS STOP PP CONC. SIDEWALK EDGE OF TRAVEL LANE 30" C&G PPSIGNAL CROSSING WITH PP GUY P.B. 108-116 TO 117 EASEMENT 10' X 70' SIGHT BOX SIGNAL TRAFFIC CROSSWALK P.B. 108-116 TO 117 EASEMENT 10' X 70' SIGHT P.B. 108-116 D.B. 4178-421 PIN 9880300779 METHODIST CHURCH, INC, ORANGE UNITED 10X70 SIGHT TRIANGLE1 0X70 SI GHT TRI ANGLENAD 83/11 NAVD 88 SCO(SURVEY CONTROL NAIL) VARIABLE WIDTH R/W (35 MPH) MLK, JR. BLVD N.C. HWY 86 EX. R/W LINE OWASA & STORM EASEMENT LINECROSSWALK475'476'476'477'4 7 8' Eubanks SouthernRailwayEstes Hills Guy B Phillips 1.72 DUKE FOREST Elam. Sch. Seawell STOP SIGN RELOCATE BUS BENCH REMOVE RIGHT-OF-WAY EXISTING CONCRETE SIDEWALK REMOVE 171 SF JOINT (TYP.) CONTRACTION (TYP.) EXP. JOINT RIGHT-OF-WAY EXISTING STOP SIGN RELOCATED BUS F F F F CONC. PAD PROP. 6" RACKS (X3) PROPOSED BIKE 2%45 o45 o PROP. SLOPE STAKES PROP. 6" CONC. SIDEWALK SEE NOTE 2. BLACK FINISH BUS SHELTER. PROPOSED BRASCO SL-510 PROPOSED 4" OR 6" CONCRETE SIDEWALK PROPOSED 6" CONCRETE PAD WITH 6" STONE & WIRE FABRIC RECYCLING RECEPTACLES PROP. NORTHGATE TRASH & TYPICAL SECTION CURB & GUTTER RETAIN EXIST. N.T.S NC-862:1 MAX EXIST. TIE TO 2% 40 40 86 86 40 SITE 204 86 CONC. PAD PROP. 6" 204 BERM 1' GRASS ORANGE COUNTY - TOWN OF CHAPEL HILLNC-86 NORTH AT HOMESTEAD RDPROP. 6" ABC SIDEWALK PROP. 6" ALL CONCRETE SHALL BE 6" THICK FOR THIS SITE UNLESS OTHERWISE NOTED.4. COMPLETE ALL WORK WITHIN EXISTING RIGHT-OF-WAY. NO RIGHT-OF-WAY OR EASEMENTS HAVE BEEN ACQUIRED ON ADJACENT PROPERTIES.3. LIGHTING PER MANUFACTURERS INSTRUCTIONS. CONTRACTOR TO INSTALL SOLAR POWERED USB CHARGING STATION & SOLAR2. SEE SHEET 2 FOR GENERAL NOTES, LIST OF STANDARDS, AND LEGEND.1. NOTES: DATE:REVISIONS12/5/2019User: SSALLADEE NG INEERNORTHCAROLINA SEAL 043171 SMLEH .S S ACUL L ANOISSEFOR PNC License No. C-0910 www.rameykemp.com Fax: (919) 878-5416 Phone: (919) 872-5115 Raleigh, North Carolina 27609 Suite 100 5808 Faringdon Place R A M E Y K E M P A S S O C I A T E S & T R A N S P O R T A T I O N E N G I N E E R S DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDSITE NO.GoTriangle_Site 204_PSH.dgnDESIGNED BY:DAR LSHCHECKED BY: 0 5'10' 12/05/2019 N.T.S. EXISTING SURVEY/DEMOLITION PLAN PROPOSED PLAN VICINITY MAP GOTRIANGLE BUS STOPSD AOR DAETSEMOH DRAVELUOB RJ .K.L.M8.22' 30'-0"2.60'10'-0"15'-0"10'-0"7'-0"60.24'9.41'10' 2.60' DocuSign Envelope ID: 6D376A36-3396-4A9C-A842-6CEB33FEE5D3 12/5/2019 DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 Revised 07/20 ORANGE COUNTY NORTH CAROLINA DISPUTE RESOLUTION RULES AND PROCEDURES FOR ORANGE COUNTY DESIGN, BUILDING CONSTRUCTION, RENOVATION, AND REPAIR PROJECTS RULE 1. INITIATING MEDIATED SETTLEMENT CONFERENCES A. Purpose of Mandatory Settlement Conferences. Pursuant to G.S. §143-128(f1) and 143- 135.26(11), these Rules are promulgated to implement a mediated settlement program designed to focus the parties’ attention on settlement rather than on claim preparation and to provide an opportunity for orderly settlement negotiations to take place. Nothing herein is intended to limit or prevent the parties from engaging in settlement procedures voluntarily at any time prior to or during commencement of the dispute resolution process. B. Initiating the Dispute Resolution Process 1. Any party to a County public construction contract (referred to herein generally as the “Contract”) governed by Article 8. Ch. 143 of the General Statutes and identified in G.S. § 143- 128(f1) and who is a party to a dispute arising out of the Contract and the construction process in which the amount in controversy is at least $15,000 may submit a written request to the County for mediation of the dispute. 2. Prior to submission of a written request for mediation to the County, the party requesting mediation should give notice of any and all claims in accordance with their respective contracts, obtain decisions on the claims as required or allowed by their respective contracts, and attempt to resolve the dispute according to the terms and conditions in their respective contracts. The Mediator may adjourn any mediated settlement conference if the Mediator believes, in his or her sole discretion, that the parties have not satisfied all of the terms and conditions of their respective contracts and that doing so will enhance the prospects for a negotiated settlement. C. Condition Precedent to Litigation. Before any party to a Contract may commence a civil action against the County seeking remedies for breach or non-performance of the Contract by the County, said party must first initiate the dispute resolution process under these rules and attend and participate in good faith in the mediated settlement conference. RULE 2. SELECTION OF MEDIATOR A. Mediator Listing. A List of Mediators acceptable to the County is maintained by the County Attorney and that list is incorporated by reference into these Rules. B. Selection of Mediator. The party requesting mediation shall select a Mediator from the List of Mediators and shall file, with the County, a Notice of Selection of Mediator within 21 days of the request for mediation. Such notice shall state the name, address, and phone number of the Mediator selected. If DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 Revised 07/20 the Mediator selected is not available or declines to participate for any reason, the requesting party shall select another person from the List of Mediators. If the party requesting mediation does not select and designate a mediator within 21 days of the request for mediation, the County shall have the right in its absolute discretion to appoint a mediator from its List of Mediators. C. Disqualification of Mediator. Any party may request replacement of the Mediator for good cause. Nothing in this provision shall preclude Mediators from disqualifying themselves. RULE 3. THE MEDIATED SETTLEMENT CONFERENCE A. Where Conference is to be Held. Unless all parties and the Mediator otherwise agree, the mediated settlement conference shall be held in county seat of Orange County. The Mediator shall be responsible for reserving a place, making arrangements for the conference, and giving timely notice of the time and location of the conference to all attorneys, unrepresented parties and other persons or entities required to attend. B. When Conference is to be Held. The mediation shall be completed within 90 days after selection of the Mediator unless all parties to the mediation agree to a different schedule. C. Request to Accelerate or Extend Deadline for Completion. Any party or the Mediator may request the County to accelerate or extend the deadline for completion of the conference. Such request shall state the reasons the acceleration or extension is sought and shall be served by the moving party upon the other parties and the Mediator. Objections to the request must be promptly communicated to the County and to the Mediator. The County, with the concurrence of the designated Mediator, may grant the request by adjusting the time for completion of the conference. D. Recesses. The Mediator may recess the mediation conference at any time and may set times for reconvening. If the Mediator determines the time and place where the conference is to reconvene before the conference is recessed, no further notice is required to persons present at the conference. E. Project Delay. The mediated settlement conference that results from a construction contract dispute shall not be cause for the delay of the construction project. RULE 4. DUTIES OF PARTIES AND OTHER PARTICIPANTS IN FORMAL DISPUTE RESOLUTION PROCESS A. Attendance. 1. All parties to the dispute must designate an official representative to attend the mediation. 2. “Attendance” means physical attendance, not by telephone or other electronic means. Any attendee representing a party must have authority from that party to bind it to any agreement reached as a result of the mediation. 3. Attorneys representing parties may attend the mediation, but are not required to do so. DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 Revised 07/20 4. Sureties and insurance company representatives are required to physically attend the mediation unless the Mediator and all of the other parties to the mediation excuse their attendance or consent to their attendance by telephone or other electronic means. 5. The parties who attend a duly scheduled mediation conference shall have the right to recover their share of the Mediator’s compensation from any party or parties who fail to attend the conference without good cause. B. Finalizing Agreement. If an agreement is reached in the conference, the terms of the agreement shall be confirmed in writing and signed by all parties. C. Payment of Mediation Fee: Mediation Fees charged by the Mediator shall be paid in accordance with G.S. § 143-128(f1). D. Failure to Compensate Mediator. Any party’s failure to compensate the Mediators in accordance with G.S. § 143-128(f1) shall subject that party to a withholding by the County of said amount of money from the party’s payment or any other moneys owed by that party to the County. Should the County fail to compensate the Mediator, it shall hereby be subject to a civil cause of action from the Mediator for the County’s portion of the Mediator’s total fee as required by G.S. § 143-128(f1). RULE 5. AUTHORITY AND DUTIES OF MEDIATORS A. Authority of Mediator. 1.Control of Conference. The Mediator shall at all times be in control of the conference and the procedures to be followed. 2.Private Consultation. The Mediator may communicate privately with any participant or counsel prior to and during the conference. The fact that private communications have occurred with a participant shall be disclosed to all other participants at the beginning of the conference. 3.Scheduling the Conference. The Mediator shall make a good faith effort to schedule the conference at a time that is convenient with the participants, attorneys and Mediator. In the absence of agreement, the Mediator shall select the date for the conference. 4.Determining good cause for a party’s failure to appear at a scheduled mediation conference. B.Duties of Mediator. 1.The Mediator shall define and describe the following at the beginning of the conference: a.The process of mediation. b.The difference between mediation and other forms of conflict resolution. c.The costs of the mediated settlement conference. d.That the mediated settlement conference is not a trial, the Mediator is not a judge, and the parties retain their legal rights if they do not reach settlement; however, the DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 Revised 07/20 Mediator will advise all parties that failure to appear at mediation without good cause may result in imposition of sanctions and may be asserted as a bar to lawsuits by claimants who have failed to exhaust this administrative remedy. e.The circumstances under which the Mediator may meet and communicate privately with any of the parties or with any other person. f.Whether and under what conditions communications with the Mediator will be held in confidence during the conference. g.The inadmissibility of conduct and statements as provided by G.S. §7A-38.1(1). h.The duties and responsibilities of the Mediator and the participants. i.That any agreement reached will be reached by mutual consent. 2. Disclosure: The Mediator has a duty to be impartial and to advise all participants of any possible bias, prejudice or partiality. 3. Declaring Impasse: The Mediator may determine at any time during the mediation conference that an impasse exists and that the conference should end. 4. Reporting Results of Conference. The Mediator shall submit a written report to the County and the other parties within 10 days of the conference stating whether or not the parties reached an agreement. The Mediator’s report shall indicate the absence of any party from the mediated settlement conference without permission or good cause. 5. Scheduling and Holding the Conference. It is the duty of the Mediator to schedule the conference and conduct it prior to the deadline of completion set by the rules. The Mediator shall strictly observe deadlines for completion of the conference unless said time limit is changed by agreement of the parties. RULE 6. COMPENSATION OF THE MEDIATOR The parties shall compensate the Mediator for mediation services at the rate proposed by the Mediator and agreed to by the parties at the time the Mediator is selected. RULE 7. RULE MAKING These Rules may be amended by the County at any time. Amendments will not affect mediations where claims or requests for mediation have been filed at the time the amendment takes effect . RULE 8. DEFINITIONS A. “County” shall mean Orange County North Carolina. B. “Project Designer” is that person or firm stipulated as project designer in the Contract Documents for the project. DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222 Revised 07/20 C. “Claim” is a demand or assertion by a party seeking adjustment or interpretation of Contract terms, payment of money, extension of time or other relief with respect to the terms of the Contract. The term “Claim” also includes other disputes and matters in question between the parties to a Contract involved in the County’s building construction renovation and repair projects arising out of or relating to the Contract or the construction process. Claims must be initiated by a written notice. The responsibility to substantiate Claims shall rest with the party making the Claim. D. “Good Cause” generally includes any circumstance beyond the control of a party, which prevents that party from meeting obligations. When good cause is asserted as an excuse for a party’s failure to appear at a mediation conference or to otherwise comply with the requirements of these Rules, the Mediator, in his or her sole discretion, will determine whether good cause exists to excuse the party’s failure to appear or otherwise comply with these rules. RULE 9. TIME LIMITS A. Any time limit provided for by these Rules may be waived or extended at the sole discretion of the County, if no Mediator has been selected, and at the discretion of the County with concurrence of the Mediator if a Mediator has been selected. DocuSign Envelope ID: 60336781-1EC3-4B9F-B8E2-081D46278222