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MP-21-02A - Supplemental - 3070 Williston Road (8)
State of Vermont Agency of Transportation Policy, Planning & Intermodal Development Division Policy, Planning and Research Bureau Development Review & Permitting Services Section Barre City Place, 219 North Main Street [phone] 802-636-0037 Barre, VT 05641 [ttd] 800-253-0191 vtrans.vermont.gov September 02, 2022 City of Burlington, Burlington International Airport Nic Longo, Interim Director of Aviation 1200 Airport Drive #1 South Burlington, VT 05403 Subject: So. Burlington, US2, L.S. 0132+00 ~ 0139+91 LT & RT BETA TECHNOLOGIES LEFT TURN LANE PERMIT #44971 Dear Nic, Your application for a permit to work within the State Highway right-of-way to construct a commercial access with an eastbound left turn lane to serve a proposed aircraft manufacturing facility, remove an existing access, install signage and pavement markings, install curbs, install catch basins and piping, install sleeves for future signalization, and make improvements to the Valley Road intersection, at the location indicated, has been processed by this office and is enclosed. A preconstruction meeting to discuss work to be completed must be held prior to the Permit Holder's employees or contractor beginning work. The Permit Holder is required to notify the District Transportation Administrator five (5) working days in advance of such meeting. Prior to or at the preconstruction meeting, the Permit Holder shall submit a Temporary Traffic Control Plan, including accommodations for pedestrians and bicyclists, in accordance with VTrans’ Work Zone Safety & Mobility Policy & Guidance. Prior to or at the preconstruction meeting, the Permit Holder shall submit copies of an executed and recorded easement deed and right of way plat as approved by VTrans Right of Way Section. All materials and construction practices shall be in accordance with the Vermont Agency of Transportation 2018 Standard Specifications for Construction, with the latest amendments and all applicable Vermont Agency of Transportation Standard Drawings. Proposed utility work as shown on the plans requires a separate permit application from the utility companies involved. Pursuant to Title 19 VSA § 1111(b), authorization for this access is strictly contingent upon its compliance with all local ordinances and regulations relating to highways and land use. Furthermore, under Title 19 VSA § 1111(g), the agency or a municipal designee may suspend this authorization if the access fails to comply with such ordinances and regulations. To enforce a suspension, the agency may also, at its discretion, physically close the access. This permit addresses only access to, work within, and drainage affecting the State highway. It does not address other possible transportation issues, such as access to town highways, use of private roads, and use of railroad crossings. If relevant to the proposed development, such issues must be addressed separately. DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A Please note the following required actions on your part, as detailed in the attached Special Conditions: • Before beginning construction, you are required to contact District Transportation Office #5 at (802) 655-1580 for a preconstruction meeting. • You are required to record the enclosed Notice of Permit Action in the town land records and submit a recorded copy to us by 10/2/2022. • After construction is complete, you are required to contact District 5 again for an inspection / acceptance. Sincerely, Ed Pierce Permit Coordinator Permitting Services Enclosures cc: District Transportation Office #5 Beta Air, LLC Stantec Consulting Services, Inc. VTrans TSMO VTrans Right of Way DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A 23 January 2022(802) 655-1580DECEMBER 1, 2027CONSTRUCT A COMMERCIAL ACCESS WITH EASTBOUND LEFT TURN LANE TO SERVE A PROPOSED AIRCRAFT MANUFACTURING FACILITY, REMOVE AN EXISTING ACCESS, INSTALL SIGNAGE AND PAVEMENT MARKINGS, INSTALL CURBS, INSTALL CATCH BASINS AND PIPING, INSTALL SLEEVES FOR FUTURE SIGNALIZATION, AND MAKE IMPROVEMENTS TO THE VALLEY ROAD INTERSECTIONSo. Burlington US 2 2.50 - 2.65 132+00 - 139+91 LT & RT44971DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A9/2/2022 RESTRICTIONS AND CONDITIONS DEFINITIONS: "Agency" means the Vermont Agency of Transportation (a/k/a VTrans). "Engineer" means the authorized agent of the Secretary of Transportation. "Owner/Applicant" means the party(s) to whom the permit is to be issued. "Co-Applicant" means the party who performs the work, if other than Owner/Applicant or a secondary Owner/Applicant under a joint permit application. "Permit Holder'' means the party who currently owns the lands abutting the highway that are the subject of the permit. GENERAL: By accepting this permit, or doing any work hereunder, the Owner/Applicant agrees to comply with all of the restrictions and conditions and any imposed special conditions. If the Owner/Applicant is aggrieved by the restrictions and conditions or special conditions of the permit, they shall submit a written request for consideration to the Engineer within 30-days of permit issuance and prior to starting any work. No work will be authorized by the Agency, or performed under the permit, until the dispute is fully resolved. Vermont Statutes Annotated, Title 30, Chapter 86 ("Dig Safe") requires notice to Dig Safe before starting excavation activities. The Permit Holder or his/her contractor must telephone Dig Safe at 811 at least 48 hours (excluding Saturdays, Sundays and legal holidays) before, but not more than 30 days before, starting excavation activities at any location. In addition, please note that the Agency and many municipalities are not members of Dig Safe and will need to have their utility facilities investigated with due diligence prior to starting excavation activities in or on the State Highway right-of-way. The Permit Holder is to have a supervisory representative present any time work is being done in or on the State Highway right-of-way. A copy of this permit and Special Conditions must be in the possession of the individual performing this work for the Permit Holder. Except with the specific, written permission of the District Transportation Administrator, all work in the State Highway right-ofway shall be performed during normal daylight hours and shall cease on Sunday, on all holidays (which shall include the day before and the day following), during or after severe storms, and between December 1 and April 15. These limitations will not apply for the purposes of maintenance, emergency repairs, or proper protections of the work which includes, but not limited to, the curing of concrete and the repairing and servicing of equipment. The Owner/Applicant shall be responsible for all damages to persons or property resulting from any work done under this permit, even if the Applicant's Contractor performs the work. All references to the Owner/Applicant also pertain to the Co-Applicant. The Owner/Applicant must comply with all federal and state statutes or regulations and all local ordinances controlling occupancy of public highways. In the event of a conflict, the more restrictive provision shall apply. The Owner/Applicant must, in every case where there is a possibility of injury to persons or property from blasting, use a preapproved Blasting Plan. All existing utility facilities shall be protected from damage or injury. The Owner/Applicant shall erect and maintain barriers needed to protect the traveling public. The barriers shall be properly lighted at night and must be MUTCD (Manual on Uniform Traffic Control Devices) compliant. All temporary and permanent traffic control measures and devices shall be MUTCD compliant. The Owner/Applicant shall not do any work or place any structures or obstacles within the State Highway right-of-way, except as authorized by this permit. The Owner/Applicant may pay the entire cost of the salary, subsistence and traveling expenses of any inspector appointed by the Engineer to supervise such work. The Engineer may modify or revoke the permit at any time for safety-related reasons, without rendering the Agency or the State of Vermont liable in any way. In addition to any other enforcement powers that may be provided for by the law, the Engineer may suspend this permit until compliance is obtained. If there is continued use or activity after suspension, the Engineer may physically close the work area and take corrective action to protect the safety of the highway users. The Permit Holder shall be responsible to rebuild, repair, restore and make good all injuries or damage to any portion of the highway right-of-way that has been brought about by the execution of the permitted work, for a minimum period of eighteen (18) months after final inspection by the District. Any approved variance from the permitted plans is to be recorded on "as-builts" with copies provided to both the Chief of Permitting Services and the District Transportation Administrator. ACCESS: This permit (if for access) does not become effective until the owner/applicant records in the office of the appropriate municipal clerk, the attached "Notice of Permit Action" As development occurs on land abutting the highways, the Agency may revoke a permit for access and require the construction of other access improvements such as the combination of access points by adjoining owners. Under Vermont Statutes Annotated, Title 19, Section 1111, no deed purporting to subdivide land abutting a state highway can be recorded unless all the abutting lots so created are in accordance with the standards of Section 1111. The Permit Holder acknowledges and agrees that neither this permit nor any prior pattern of use creates an ownership interest or other form of right in a particular configuration or number of accesses to or through the highway right-of-way, and that the right of access consists merely of a right to reasonable access the general system of streets, and is not a right to the most convenient access or any specific configuration of access. DRAINAGE: The Owner/Applicant shall install catch basins and outlets as may be necessary, in the opinion of the Engineer, to preclude interference with the drainage of the state highway. Direct connections shall not be allowed without written approval. UTILITY WORK; CUTTING AND TRIMMING TREES: The Owner/Applicant shall obtain the written consent of the adjoining owners or occupants or, in the alternative, an order from the State Transportation Board in accordance with, Vermont Statutes Annotated, Title 30, Section 2506, regarding cutting of or injury to trees. In general, all utilities shall be located adjacent to the State Highway right-of-way boundary line and shall be installed without damaging the highway or the highway right-of-way. No pole, push-brace, guy wire or other aboveground facilities shall be placed closer than 10 feet to the edge of traveled-way. If the proposed utility facilities are in conflict with the above, each location is subject to the approval of the Engineer. Poles and appurtenances shall be located out of conflict with intersection sight distance, guardrail, ditches, signs, culverts, etc. Where the cutting or trimming of trees is authorized by permit, all debris resulting from such cutting and trimming shall be removed from the State Highway right-of-way. Open cut excavation for highway crossings is NOT the option of the Applicant, and may be utilized only where attempted jacking, drilling, or tunneling methods fail or are impractical. The Owner/Applicant shall obtain an appropriate modification of the highway permit from the Engineer before making an open cut. JOINT PERMITS: A joint permit application is required when more than one party will be involved with the construction, maintenance, and/or operation of the facility being constructed under this permit. Examples include, but are not limited to, joint ownership or occupancy of a utility pole line and construction of a municipal utility line by a contractor. Both utility companies, and in the second case, the municipality and the contractor, must be joint applicants. DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A City Of Burlington, Burlington International Airport So. Burlington, US2, L.S. 0132+00 ~ 0139+91 LT & RT September 02, 2022 Page 1 of 6 SPECIAL CONDITIONS This permit is granted subject to the restrictions and conditions on the back of the permit, with particular attention given to the Special Conditions listed below. This permit pertains only to the authority exercised by the Vermont Agency of Transportation (Agency) under Vermont Statutes Annotated, Title 19, Section 1111, and does not relieve the Permit Holder from the requirements of otherwise applicable statutes, rules, regulations or ordinances (e.g., Act 250, zoning, etc.). The Permit Holder shall observe and comply with all Federal and State laws and local bylaws, ordinances, and regulations in any manner affecting the conduct of the work and the action or operation of those engaged in the work, including all orders or decrees as exist at present and those which may be enacted later by bodies or tribunals having jurisdiction or authority over the work, and the Permit Holder shall defend, indemnify, and save harmless the State and all its officers, agents, and employees against any claim or liability arising from or based on the violation of any such law, bylaws, ordinances, regulations, order, or decree, whether by the Permit Holder in person, by an employee of the Permit Holder, by a person or entity hired by the Permit Holder, or by a Subcontractor or supplier. The Permit Holder shall accomplish all work under this permit in accordance with the attached: a. Detail D and the profile and notes of standard drawing B-71B. b. Details A and B and the notes of standard drawing D-20. c. Other VTrans standards as applicable. d. “Civil Roadway Plans – BETA Technologies BTV Assembly Facility” by Stantec Consulting Engineers, dated 3/7/2022, revised 3/23/2022. A preconstruction meeting to discuss work to be completed must be held prior to the Permit Holder's employees or contractor beginning work. The Permit Holder is required to notify the District Transportation Administrator five (5) working days in advance of such meeting. Prior to or at the preconstruction meeting, the Permit Holder shall submit a Temporary Traffic Control Plan, including accommodations for pedestrians and bicyclists, in accordance with VTrans’ Work Zone Safety & Mobility Policy & Guidance. Prior to or at the preconstruction meeting, the Permit Holder shall submit copies of an executed and recorded easement deed and right of way plat as approved by VTrans Right of Way Section. All materials and construction practices shall be in accordance with the Vermont Agency of Transportation 2018 Standard Specifications for Construction, with the latest amendments and all applicable Vermont Agency of Transportation Standard Drawings. Proposed utility work as shown on the plans requires a separate permit application from the utility companies involved. Please note that the Vermont Agency of Transportation is not a member of Dig Safe. The Permit Holder shall also contact Dan Ertel, State Signal Supervisor, at (802) 343-2188. Mr. Ertel will need to DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A City Of Burlington, Burlington International Airport So. Burlington, US2, L.S. 0132+00 ~ 0139+91 LT & RT September 02, 2022 Page 2 of 6 locate and mark all existing buried utility facilities owned by the Agency near the location of the proposed work. Roadway shoulder areas must be maintained free of unnecessary obstructions, including parked vehicles, at all times while work is being performed under this permit. Two-way traffic shall be maintained at all times unless permission is granted from the District Transportation Administrator. Whenever two-way, one-lane controlled traffic is authorized to be maintained by the Applicant’s Contractor, the traveling public shall not be delayed more than 10 minutes. All grading within the State Highway right-of-way associated with the proposed construction shall be subject to inspection and approval by the District Transportation Administrator or his or her staff. The Permit Holder shall be responsible for ensuring that all grading work in or on the State Highway right-of-way complies with applicable statutes, rules, regulations or ordinances. In areas to be grass covered, the Permit Holder shall restore turf by preparing the area and applying the necessary topsoil, limestone, fertilizer, seed, and mulch, all to the satisfaction of the District Transportation Administrator. The Permit Holder shall be responsible for ensuring that all turf restoration work in or on the State Highway right-of-way is in compliance with applicable statutes, rules, regulations or ordinances. The Permit Holder must install temporary pavement prior to weekend shutdown after completion of backfilling where an open cut excavation has been made through a roadway subject to vehicular traffic or where construction for any roadway widening for turn lanes has been brought to grade. The temporary pavement shall consist of, at least, 2 inches of compacted bituminous concrete. Temporary pavement shall be properly maintained and shall be replaced with permanent pavement prior to completion of the project or suspension of work for the winter season. (This is a contingency condition in the event the “open cut method” is approved during construction.) The placement, size, shape, and color of all pavement markings must be in accordance with the most recent editions of the MUTCD (Manual on Uniform Traffic Control Devices) and Vermont standards. All existing pavement markings that become disturbed or overlaid with pavement shall be replaced by the Permit Holder with “in kind” (durable or paint) markings to the satisfaction of the District Transportation Administrator. The Permit Holder shall bear all costs associated with this work. In the event that area lighting proves to be a hazard to the traveling public, the Permit Holder will be ordered to remove or modify it at his or her expense to the satisfaction of the District Transportation Administrator. Upon completion of the work, the Permit Holder shall be responsible to schedule and hold a final inspection. The Permit Holder is required to notify the District Transportation Administrator five (5) working days in advance of such inspection. This permit does not become effective until the Permit Holder records, in the office of the appropriate municipal clerk, the attached “Notice of Permit Action”. The Permit Holder, and their assigns and successors in interest, are obligated by this permit to complete, operate and DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A City Of Burlington, Burlington International Airport So. Burlington, US2, L.S. 0132+00 ~ 0139+91 LT & RT September 02, 2022 Page 3 of 6 maintain the access(es) in accordance with the Special Conditions. The Permit Holder shall file a municipal clerk certified copy of the recorded “Notice of Permit Action” within one (1) month of the permit issuance date in the Office of the Development Review and Permitting Services Section. The conditions of this permit and the land uses permitted herein in using the State highway access shall run with the land and are binding upon and enforceable against the Applicant and their successors and assigns. No change shall be made to the design, operation or use of the approved access(es) without a permit amendment issued by the Agency of Transportation or a jurisdictional opinion from the Development Review and Permitting Services Section that a permit amendment is not required. The access must be constructed in such a manner as to prevent water from flowing onto the State Highway. If the access is not constructed satisfactorily, the District Transportation Administrator can order reconstruction of the access at the Permit Holder’s expense. This access will serve as the only access to this property and to any future subdivisions of this property unless approved otherwise by the Agency. The Permit Holder is required to allow a connection and to grant an associated right to pass between the access and adjoining properties (in the future) that will result in a combination of accesses to serve more than one property or lot. By issuance of this permit, the Agency revokes all previous permits for access to this property. The Permit Holder must install curbing or other suitable physical barriers to restrict ingress and egress of vehicles to the approved access only. In the event traffic from this project increases to the point where traffic signals, additional lanes for turning or any other modifications are necessary, the Permit Holder shall bear the expense of such improvements or facilities. The Agency may require the Permit Holder to update or provide a traffic study to determine if additional modifications are necessary. The Permit Holder is responsible for access maintenance (beyond the edge of paved shoulder). “Access maintenance” will include, but not be limited to, the surface of the access, the replacement and maintenance of the culvert, as necessary, the trimming of vegetation, and the removal of snow banks to provide corner sight distance. In conformance with Vermont Statutes Annotated, Title 19, Section 1111(f), the Agency may eliminate this access in the future where development has burdened the highway system to such an extent that a frontage road or other access improvements (which may serve more than one property or lot) must be constructed to alleviate this burden. The Permit Holder shall bear the expense of the frontage road or other access improvements. The Agency shall determine the need of a frontage road or other improvements based upon and justified by standard Agency procedures. In the event of the Permit Holder’s failure to complete all the work, approved under this permit, by the “work completion date,” the Agency, in addition to any other enforcement powers that may be provided for by law, may suspend this permit until compliance is obtained. If there is continued use or activity DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A City Of Burlington, Burlington International Airport So. Burlington, US2, L.S. 0132+00 ~ 0139+91 LT & RT September 02, 2022 Page 4 of 6 after suspension, the Agency may physically close the driveway or access point if, in the Agency’s opinion, safety of highways users is or may be affected. The Permit Holder must backfill all open trenches or pits at the end of each day. With permission from the District Transportation Administrator, trenches or pits may be left open for short periods of time if properly protected. In no case shall trenches or pits be left open over a weekend. The Permit Holder shall be responsible for ensuring that all trench or pit work in or on the State Highway right-of-way is in compliance with applicable statutes, rules, regulations or ordinances. Where a trench is excavated within the roadbed, all backfill material within 24 inches of the bottom of pavement shall be new material from a source approved by the District Transportation Administrator. The Permit Holder shall place all backfill material in six inch layers and compacted to not less than 95% of the material's maximum dry density as determined by AASHTO (American Association of State Highway and Transportation Officials) Standard Method of Test, T-99, Method C, using air or mechanical tampers. (This is a contingency condition in the event the “open cut method” is approved during construction.) The Permit Holder shall promptly and unconditionally pay for full repair and restoration of any and all damages to existing underground utility facilities (meaning any underground pipe, conduit, wire or cable, including appurtenances) that have been brought about by the execution of the permitted work. The Permit Holder also is required to pay for any costs to repair the highway following and resulting from any repairs to existing utilities occurring as a result of the work covered by this permit. Except with the specific, written permission of the Engineer, the Permit Holder or his or her contractor shall expose all underground facilities to verify their location and depth, at each location where the authorized boring or drilling work crosses a facility; and at reasonable intervals when closely paralleling a facility. Whenever possible, existing facilities should be crossed at a perpendicular angle. The Permit Holder shall be responsible for obtaining the modification of this permit, if necessary, for any additional survey work before initiating boring or drilling operations under the permit. The Agency will treat the Permit Holder’s failure to fully, promptly, and conscientiously comply with all of conditions of this paragraph, including but not limited to the obligation to pay for repairs, as grounds for the Agency to refuse to grant any further requests by the Permit Holder for any other permits for subsurface work unless the Permit Holder furnishes irrevocable financial security, in a type and an amount deemed sufficient by the Agency in its sole discretion, prior to such future subsurface work. The Permit Holder shall verify the appropriate safety measures needed, prior to construction, so proper devices and/or personnel are available when and as needed. Traffic control devices, shall be in conformance with the MUTCD (Manual on Uniform Traffic Control Devices), Agency standards and any additional traffic control deemed necessary by the District Transportation Administrator. The Permit Holder’s failure to utilize proper measures shall be considered sufficient grounds for the District Transportation Administrator to order cessation of the work immediately. The Permit Holder will perform construction in such a way as to minimize conflicts with normal highway traffic. When two-way traffic cannot be maintained, the Permit Holder shall provide a sign package that conforms to the MUTCD (Manual on Uniform Traffic Control Devices) or Agency standards, as well as trained Flaggers. The District Transportation Administrator may require a similar sign package with trained Flaggers whenever it is deemed necessary for the protection of the traveling public. In addition, the District Transportation Administrator may require the presence of Uniform Traffic Officers (UTOs); DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A City Of Burlington, Burlington International Airport So. Burlington, US2, L.S. 0132+00 ~ 0139+91 LT & RT September 02, 2022 Page 5 of 6 moreover, the presence of UTOs shall not excuse the Permit Holder from its obligation to provide the sign package and Flaggers. When traffic control becomes so complex that the traffic control cannot be accomplished using Agency standards, the Permit Holder must submit a traffic control plan to the Agency's Permitting Services office for Agency approval prior to beginning work. The Permit Holder shall ensure that all workers exposed to the risks of moving highway traffic and/or construction equipment wear high-visibility safety apparel meeting the requirements of ISEA (International Safety Equipment Association) “American National Standards for High-Visibility Safety Apparel,” and labeled as ANSI (American National Standards Institute) 107-2004, or latest revisions, for Performance Class 2 or 3 requirements. A competent person - one designated by the Permit Holder’s Contractor to be responsible for worker safety within the activity area of the State highway right-of-way -shall select the appropriate class of garment. The Engineer may suspend this permit until compliance is obtained. Independence; Liability: The Permit Holder will act in an independent capacity and not as officers or employees of the State. The Permit Holder shall defend the State and its officers and employees against all claims or suits arising in whole or in part from any act or omission of the Permit Holder or of any agent of the Permit Holder. The State shall notify the Permit Holder in the event of any such claim or suit, and the Permit Holder shall immediately retain counsel and otherwise provide a complete defense against the entire claim or suit. After a final judgment or settlement, the Permit Holder may request recoupment of specific defense costs and may file suit in the Washington Superior Court requesting recoupment. The Permit Holder shall be entitled to recoup costs only upon a showing that such costs were entirely unrelated to the defense of any claim arising from an act or omission of the Permit Holder. The Permit Holder shall indemnify the State and its officers and employees in the event that the State, its officers or employees become legally obligated to pay any damages or losses arising from any act or omission of the Permit Holder. Insurance: Before beginning any work under this Permit the Permit Holder must provide certificates of insurance to show that the following minimum coverages are in effect. It is the responsibility of the Permit Holder to maintain current certificates of insurance on file with the State for the duration of work under the Permit. No warranty is made that the coverages and limits listed herein are adequate to cover and protect the interests of the Permit Holder for the Permit Holder’s operations. These are solely minimums that have been established to protect the interests of the State. Workers’ Compensation: With respect to all operations performed under the Permit, the Permit Holder shall carry workers’ compensation insurance in accordance with the laws of the State of Vermont. General Liability and Property Damage: With respect to all operations performed under the Permit, the Permit Holder shall carry general liability insurance having all major divisions of coverage including, but not limited to: DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A City Of Burlington, Burlington International Airport So. Burlington, US2, L.S. 0132+00 ~ 0139+91 LT & RT September 02, 2022 Page 6 of 6 Premises - Operations Products and Completed Operations Personal Injury Liability Contractual Liability The policy shall be on an occurrence form and limits shall not be less than: $2,000,000 Per Occurrence $2,000,000 General Aggregate $2,000,000 Products/Completed Operations Aggregate $ 50,000 Fire/Legal Liability Permit Holder shall name the State of Vermont and its officers and employees as additional insureds for liability arising out of this Permit. Automotive Liability: The Permit Holder shall carry automotive liability insurance covering all motor vehicles, including hired and non-owned coverage, used in connection with the Permit. Limits of coverage shall not be less than: $1,000,000 combined single limit. Permit Holder shall name the State of Vermont and its officers and employees as additional insureds for liability arising out of this Permit. DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A VERMONT AGENCY OF TRANSPORTATION NOTICE OF PERMIT ACTION Grantor (Owner/Applicant): CITY OF BURLINGTON, BURLINGTON INTERNATIONAL AIRPORT Address: Street: 1200 Airport Drive #1 City/State/ZIP: SOUTH BURLINGTON,VT 05403 Location of Work: Location Start Town: So. Burlington Route: US2 Log Station/MM: 0132+00 ~ 0139+91 / 2.5 + 2.65 Location End Town: Route: Log Station/MM: Property Deed Reference: Book: 13 Page: 271 Permit ID #: 44971 Description of Work: CONSTRUCT A COMMERCIAL ACCESS WITH EASTBOUND LEFT TURN LANE TO SERVE A PROPOSED AIRCRAFT MANUFACTURING FACILITY, REMOVE AN EXISTING ACCESS, INSTALL SIGNAGE AND PAVEMENT MARKINGS, INSTALL CURBS, INSTALL CATCH BASINS AND PIPING, INSTALL SLEEVES FOR FUTURE SIGNALIZATION, AND MAKE IMPROVEMENTS TO THE VALLEY ROAD INTERSECTION [X] Issued Permit [ ] Notice of Violation [ ] Suspension of Permit [ ] Withdrawn Action Date: September 02, 2022 Signature:___________________ Authorized Representative for the Secretary of Transportation Location of Record: Vermont Agency of Transportation Development Review & Permitting Services Section Barre City Place, 219 North Main Street Barre, Vermont 05641 Town/City of Clerk's Office Received at a.m./p.m. and recorded in Book on Page ______ of land records. ______________________________ Attest: _____________________________________ Assistant Town/City Clerk DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A ORIGINAL SHEET - ARCH E1© 2021 Stantec CIVIL ROADWAY PLANS BETA TECHNOLOGIES BTV ASSEMBLY FACILITY 3070 WILLISTON ROAD SOUTH BURLINGTON, VT 05403 REVISED 03.23.2022CIVIL ROADWAY PLANS - SUBMITTED 03-07-2022PROJECT LOCATION CIVIL ROADWAY PLANS INDEX OF STANDARDSCIVIL ROADWAY PLANS INDEX OF SHEETS STANDARD B-71B C-10 C-2B C-3A D-15 D-20 E-121 E-192 E-193 T-1 T-2 T-10 T-35 T-36 T-45 T-141 TITLE STANDARD FOR COMMERCIAL DRIVES CURBING PORTLAND CEMENT CONCRETE SIDEWALK DRIVE ENTRANCES WITH SIDEWALK AND GREENSTRIP SIDEWALK RAMPS PRECAST REINFORCED CONCRETE CATCH BASIN W/CAST IRON GRATE, CAST IRON GRATE TYPE D HIGHWAY CROSSING SLEEVES FOR UNDERGROUND UTILITIES STANDARD SIGN PLACEMENT CONVENTIONAL ROAD PAVEMENT MARKING DETAILS PAVEMENT MARKING DETAILS TRAFFIC CONTROL GENERAL NOTES TRAFFIC SIGN GENERAL NOTES CONVENTIONAL ROAD CONSTRUCTION APPROACH SIGNING CONSTRUCTION ZONE LONGITUDINAL DROP-OFFS CONSTRUCTION ZONE LONGITUDIANL DROP-OFFS FOR PAVING SQUARE TUBE SIGN POST AND ANCHOR BICYCLE PAVEMENT MARKINGS AND SIGN LAYOUT DATE 04-07-2020 02-11-2008 10-14-2005 04-07-2020 03-03-2003 06-01-1994 08-08-1995 10-12-2000 08-18-1995 04-25-2016 04-07-2020 08-06-2012 08-06-2012 08-06-2012 01-02-2013 04-07-2020 12-23-1994REGULATORY SIGN DETAILS LANE USE CONTROL SIGNSE-145A T-17 T-24 T-28 T-29 T-30 T-31 TRAFFIC CONTROL MISCELLANEOUS DETAILS 08-06-2012 TRAFFIC CONTROL FOR MAINTENANCE PAVEMENT MARKING OPERATION 08-06-2012 CONSTRUCTION SIGN DETAILS CONSTRUCTION SIGN DETAILS CONSTRUCTION SIGN DETAILS CONSTRUCTION SIGN DETAILS 08-06-2012 08-06-2012 08-06-2012 08-06-2012 HSD-400.01 CR-112 TO CR-118 CR-110 TO CR-111 CR-108 TO CR-109 CR-106 TO CR-107 CR-104 TO CR-105 CR-102 TO CR-103 CR-101 HIGHWAY SAFETY AND DESIGN SAFETY EDGE DETAIL U.S. ROUTE 2 - CROSS SECTIONS SHEETS U.S. ROUTE 2 - TRAFFIC CONTROL SHEETS U.S. ROUTE 2 - AERIAL UTILITY RELOCATION PLANS U.S. ROUTE 2 - SIGNING AND PAVEMENT MARKING PLANS U.S. ROUTE 2 - LAYOUT PLANS U.S. ROUTE 2 - DETAILS TYPICAL SECTIONS TITLE SHEET DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A ROADWAYS AND TRANSPORTATION FACILITIES ADAPTED FROM VTRANS TECHNICAL LANDSCAPE MANUAL FOR SECTION 651 FOR SEED (ITEM 651.15) THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH © 2018 Stantec NOT TO SCALE CL TYPICAL SECTIONS SHOULDER 5'-0" 1 1 SHOULDER 5'-0" EXISTING GROUND 2.00% 1'-0" TRAVEL LANE 11'-0" LEFT TURN LANE (0'-0" TO 12'-0") VARIES SIDEWALK 5'-0 (MAX.) 2.00% EXISTING GROUND STRIP GREEN 5'-0 MATCH EXIST.MATCH EXISTEX. EOPSAWCUT12" WIDE PAVEMENT STEPS EXISTING PAVEMENT 1'-0"EX. EOPSAWCUT1'-4"LEVELING AND OVERLAY SUPERPAVE BITUMINOUS CONCRETE PAVEMENT - LEVELING (TYPE IVS)•" SUPERPAVE BITUMINOUS CONCRETE PAVEMENT - WEARING (TYPE IVS)1•" WIDENING 1'-6"CURB VERTICAL GRANITE (THIS SHEET) TRANSITION DETAIL SEE PAVEMENT * MINIMUM DEPTH, MATCH EXISTING SUBBASE IF DEEPER THAN 16" SUBBASE OF DENSE GRADED CRUSHED STONE, FINE GRADED*16" SUPERPAVE BITUMINOUS CONCRETE PAVEMENT (TYPE IIS)3‚" SUPERPAVE BITUMINOUS CONCRETE PAVEMENT (TYPE IIS)(2 EQUAL LIFTS)5•" SUPERPAVE BITUMINOUS CONCRETE PAVEMENT (TYPE IVS)1•" CONCRETE PAVEMENT (TYPE IIS) SUPERPAVE BITUMINOUS 3‚" CONCRETE PAVEMENT (TYPE IIS) SUPERPAVE BITUMINOUS 2ƒ" CONCRETE PAVEMENT (TYPE IIS) SUPERPAVE BITUMINOUS 2ƒ" CONCRETE PAVEMENT (TYPE IVS) SUPERPAVE BITUMINOUS 1 •" NOT TO SCALE PAVEMENT TRANSITION DETAIL LEVELING AND OVERLAY 31'-0" COARSE MILLING (2" DEEP) NOT TO SCALE CL SHOULDER 5'-0" 1 1 SHOULDER 5'-0" AND MULCH 4" TOPSOIL, SEED, 1'-0" TRAVEL LANE 11'-0" LEFT TURN LANE (0'-0" TO 12'-0") VARIES EXISTING GROUND MATCH EXIST.MATCH EXISTEX. EOPSAWCUT1'-6" (THIS SHEET) TRANSITION DETAIL SEE PAVEMENT LEVELING AND OVERLAY 31'-0" TRAVEL LANE 11'-0" FLATTER1:4 OR CONCRETE SIDEWALK, 5" PORTLAND CEMENT FLATTER1:4 OR STA. 142+05 - 142+24 STA. 133+24 - 136+15 STA. 136+15 - 142+05 GRADED CRUSHED STONE* 16" SUBBASE OF DENSE SUBBASE IF DEEPER THAN 16" * MINIMUM DEPTH, MATCH EXISTING CONCRETE PAVEMENT (TYPE IVS) SUPERPAVE BITUMINOUS •" AS SHOWN CR-101 EXISTING GROUND AND MULCH 4" TOPSOIL, SEED, TRAVEL LANE 11'-0" 12" SUBBASE OF DENSE GRADED CRUSHED STONE 4" TOPSOIL, SEED, AND MULCH 4" TOPSOIL, SEED, AND MULCH EDGE OF PAVEMENT TREATMENT SHALL FOLLOW VTRANS SAFETY EDGE DETAIL HSD-400.01.2. MILLED AND EXISTING SURFACES AS DIRECTED BY THE ENGINEER GAL/SY BETWEEN SUCCESSIVE COURSES OF PAVEMENT. A RATE OF 0.08 GAL/SY ON COARSE TACK COAT: EMULSIFIED ASPHALT IS TO BE APPLIED AT THE RATE OF BETWEEN 0.025 TO 0.040 1. SPECIAL PROVISIONS AS INCORPORATED INTO THESE PLANS. THIS PROJECT, INCLUDING ALL SUBSEQUENT REVISIONS AND SUCH REVISED SPECIFCATIONS AND 2018, AS APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION ON APRIL 13, 2018 FOR USE ON THE VERMONT AGENCY OF TRANPSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION DATED ALL CONSTRUCTION ON ROUTE 2 SHALL BE IS TO BE CARRIED ON IN ACCORDANCE WITH THE 1. GENERAL NOTES: +/_ 1"SUBBASE +/_ ‚"PAVEMENT (TOTAL DEPTH ALL LAYERS) MATERIAL TOLERANCES MATCH TRAVEL LANE MATCH TRAVEL LANE 2.00% 7" TYPICAL SECTIONS U.S. ROUTE 2 NOT TO SCALE POT HOLE REPAIR ADDITIONAL INFORMATION SEE SECTION 406 OF THE VTRANS SPECIFICATIONS FOR 2. PATCH INTERACES AT A RATE OF 0.25-0.50 GAL/SY EMULSIFIED ASPHALT SHALL BE APPLIED AT ALL1. NOTES: DEPTH ƒ" MIN EXISTING POT HOLE(MAX.)1'-6"(MIN.)1'-0"LIMITS PAVEMENT CONCRETE BITUMINOUS SAW CUT U.S. ROUTE 2 - LEFT TURN LANE U.S. ROUTE 2 - LEFT TURN LANE AND SIDEWALK © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. ISSUED FOR PERMIT 2021.10.15 2022.03.11CORE/SHELL CONSTRUCTION DOCUMENTS REVISIONS TURF ESTABLISHMENT CONSTRUCTION GUIDANCE WHFJANUARY 12, 2015 7. 6. 5. 4. 3. 2. 1. GROWTH OF GRASS. TO SEPTEMBER 15 AND AFTER APRIL 15 CAN BETTER ENSURE A VIGOROUS TURF ESTABLISHMENT: PLACING SEED, FERTILIZER, LIME AND MULCH PRIOR THE AMOUNTS AND TYPES OF SOIL AMENDMENTS TO BE APPLIED. AND THE TYPE OF HYDROSEED PROPOSED FOR USE WILL ULTIMATELY DICTATE HYDROSEEDING: ALTHOUGH GUIDANCE IS GIVEN ABOVE THE SITE CONDITIONS ACHIEVE 90% GROUND COVER OR AS DIRECTED BY THE ENGINEER. HAY MULCH: TO BE PLACED ON EARTH SLOPES AT THE RATE OF 2 TONS/ACRE, DIRECTED BY THE ENGINEER. FERTILIZER AND LIMESTONE: SHALL FOLLOW RATES SHOWN ON PLAN OR AS WEIGHT AND SHALL BE FREE OF ALL NOXIOUS SEED. ALL SEED MIXTURES: SHALL NOT HAVE A WEED CONTENT EXCEEDING 0.40% BY UPLAND (NON WETLAND) AREAS DISTURBED BY THE CONTRACTOR. SEED MIX: USE AS INDICATED IN THE PLANS AND/OR FOR ALL ESTABLISHED ON WHICH SEED MIX TO USE. SEED MIX: THE CONTRACTOR SHALL COORDINATE WITH THE RESIDENT ENGINEER DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A TRANSITION NOT TO SCALE MATERIAL TRANSITION DETAIL BEGIN/END TRANSITIONB = STATION OFBEGIN/END WIDENINGA = STATION OF25'-0" 1 25 (3" DEEP) PLANE COLD 16" SUBBASE OF DENSE GRADED CRUSHED STONE SUPERPAVE BITUMINOUS CONCRETE PAVEMENT (1.5" TYPE IVS) SUPERPAVE BITUMINOUS CONCRETE PAVEMENT (5.25" TYPE IIS)(2 EQUAL LIFTS) SUPERPAVE BITUMINOUS CONCRETE PAVEMENT (BASE) (3.25" TYPE IIS) VARIES EXISTING SURFACE AREA COLD PLANED NOT TO SCALE DETAIL AT VERTICAL COURSE-MILLED JOINTS (BITUMINOUS CONCRETE PAVEMENT, SMALL QUANTITY) INCIDENTAL TO ITEM 900.680 SPECIAL PROVISION COSTS ASSOCIATED WITH SAWCUT WILL BE CONSIDERED SAWCUT EXISTING PAVEMENT 33'-4" AS SHOWN DETAILS 1 U.S. ROUTE 2 CR-102 TYP. 3" CLR.2'-0"(ITEM 541.25) CONCRETE, CLASS B PIECES NO. SIZE LENGTH MARK TYPE 30 8 5 5 6'-4" 23'-1"STR. STR.S501 S502 REINFORCING SCHEDULE S501 @ 10" NOTES: (ITEM 618.10) SIDEWALK, 5 INCH(TYP.) CEMENT CONCRETE PORTLAND82" CONCRETE PAD70"12"8—"7ˆ""66—12" 283" CONCRETE PAD 7ˆ" 8—" 7ˆ" 8—" 7ˆ" "122‹"122‹ 129•"129•"12"58"12"12"12"44"85•"85•"12"44" SPACING REDUCED TO 10" TO AVOID CONFLICT WITH ANCHORS REINFORCING LOCATION ADJUSTED 30-S501 @ 10" (TYP) 8-S502 @ 11" (TYP)"9•3ƒ" C.C.507.11 REINFORCING STEEL, LEVEL I REINFORCING STEEL PER VTRANS SPECIFICATION (TYP.) JOINT FILLER ‚" PREFORMED 8" 12"82" S502 @ 11" A A NOT TO SCALE BUS SHELTER SLAB DETAIL SECTION A-A PLAN CRUSHED STONE (ITEM 301.35) SUBBASE OF DENSE GRADED NOTE: SEE LANDSCAPING DETAILS L-301 FOR BUS SHELTER DETAIL LEVEL 12"AND MULCH 4" TOPSOIL, SEED, EXISTING GROUND BE REMOVED PRIOR TO PAVING JOINT). TEMPORARY PAVED FILLET AS DIRECTED BY THE ENGINEER (TO © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. ISSUED FOR PERMIT 2021.10.15 2022.03.11CORE/SHELL CONSTRUCTION DOCUMENTS DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A 1'-0''1' 8 •''4' 3 •''ARROW A + + R =2' 3•''R=3' 3•''2' 3•''4'-0'' 4'-6'' 33 29 3'-0''5'-6''8'-6''96 -30'4'' 16'' 4'' 40'' 20'' 40'' 4'' 16''16''16''16'' 16'' 16'' 4''8'' 8''8'' 6'' 84'' 36'' 36'' 28'' 52'' 8'' 8'' 25''R 9''R 6'-8'' NOT TO SCALE PAVEMENT MARKING DETAILS8'-4''DASHED LINE OR LANE LINE DASHED LINE OR LANE LINE OF PAVEMENT CURB OR EDGE LANE LEFT TURN LANE THROUGH RIGHT LANE THROUGH/ YELLOW LINE OF DOUBLE LC BLOCK PATTERN CROSSWALK DETAIL 6. 5. 4. 3. 2. 1. NOTES:(TYP)8'-0"(MIN GAP)32'-0":(TYP)8'-0"(MIN GAP)32'-0"(TYP)8'-0"2'-0" STOP BAR (TYP) GAP 4'-0" 3' DOTS WITH 9' SPACE FULL LENGTH OF THE LANE TAPER. LANE. THREE FOOT DOTS WITH A NINE FOOT SPACE SHOULD BE EXTENDED THE BACK FROM THE STOP LINE TO THE POINT OF FULL LANE WIDTH OF THE TURN EXCLUSIVE TURN (LEFT OR RIGHT) LANE LINES SHALL BE SOLID AND EXTEND MARKINGS START AT THE BEGINNING OF THE SOLID LANE LINE. MORE ARROWS AND ONLYS ARE OPTIONAL WHEN SPACE PERMITS. ARROW LOCATED. STOP BARS ARE INSTALLED ONLY WHERE A STOP SIGN OR TRAFFIC SIGNAL ARE CHARACTERS UNDER ANY CONDITIONS. SPEED ROADS, BUT NOT MORE THAN TEN TIMES THE HEIGHT OF THE SHOULD BE AT LEAST FOUR TIMES THE HEIGHT OF THE CHARACTERS FOR LOW THE LONGITUDINAL SPACE BETWEEN WORD OR SYMBOL MESSAGE MARKINGS, MARKINGS FOR TURN LANES 100' OR LONGER. THE "ONLY" WORD MARKINGS SHALL BE USED TO SUPPLEMENT LANE-USE ARROW RIGHT TURN LANE. TURN ARROWS SHALL BE PLACED AT THE BEGINNING AND END OF THE LEFT OR TYPICAL MARKINGS FOR TURN LANES WALKS SHALL BE INSTALLED PARALLEL WITH WHEEL PATHS. SEE PLAN SHEETS FOR LOCATIONS. ALL BLOCK PATTERN CROSS (TYP) 2'-0" BLOCKS ARE 24 INCHES (TYPICAL). TRAFFIC. ALWAYS START MEASURING FROM THE CENTERLINE OR LANE LINE RIGHT, WITH THE FLOW OF BLOCKS VERTICALLY TO ACHIEVE REQUIRED SKEW). BLOCKS ARE PARALLEL TO THE CENTERLINE (DOUBLE YELLOW LINE OR LANE LINE) (OFFSET ESTABLISH THE CENTERLINE OF THE ROADWAY (DOUBLE YELLOW LINE OR LANE LINE). MARK LIGHT STRING LINE ON PAVEMENT ACROSS ROADWAY (CURB TO CURB). THIS DETAIL IS DESIGNED FOR AN 11 FOOT LANE. OTHERWISE BELOW **UNLESS NOTED 8'-0" SEE PLAN SHEETS FOR LOCATIONS 6" DOTTED WHITE LINE NOT TO SCALE BIKE LANE MARKING DETAILS 2' 6'-0"6'-0" 3'-4" 5'-0" 6'-0"4'-0"6'-0" 45 o 10' 14' NOT TO SCALE MEDIAN STRIPING DETAIL DURABLE 4 INCH YELLOW LINE DURABLE 8 INCH YELLOW LINE MARKINGS IN BIKE LANE CENTER BICYCLE 8''AS SHOWN DETAILS 2 U.S. ROUTE 2 CR-1031'-0"GREEN PAVEMENT MARKING © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. ISSUED FOR PERMIT 2021.10.15 2022.03.11CORE/SHELL CONSTRUCTION DOCUMENTS DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A MATCHLINE STA. 138+50LP-1 LP-5LP-4 LP-3 LP-2 LP-6 LP-7 LP-8 LP-9 LP-10 TYPE 1 SIDEWALK RAMP, SEE DETAIL SHEETS BUS SHELTER PAD, REVEAL CURB, 7" GRANITE FROM EDGE OF PAVEMENT) SAWCUT CUT LINE (ONE FOOT US ROUTE 2 NUMBER POINT STATION OFFSET NORTHING EASTING COMMENTS EDGE OF PAVEMENT LAYOUT TABLE LP10 LP9 LP8 LP7 LP6 LP5 LP4 LP3 LP2 LP1 END CURB TRANSITION BEGIN CURB TRANSITION END RADIUS BEGIN CURB BEGIN RADIUS EDGE OF PAVEMENT EDGE OF PAVEMENT END RADIUS BEGIN RADIUS EDGE OF PAVEMENT 714527.5575 714529.8983 714530.7065 714536.4108 714561.7818 714565.2315 714566.4195 714547.4956 714532.9119 714538.5657 1472698.9447 1472665.2167 1472650.3431 1472634.9591 1472622.5936 1472622.7051 1472592.6722 1472591.1160 1472576.5105 1472393.9455 S86°01'48"E CB1 1 1 INV. OUT = 327.50 INV. IN = 332.10 CONSTRUCT 18" x 230' C900 PVC PIPE* STA. 134+33 TO STA. 136+65 2 2 TO WATERMAIN STANDARDS FROM EXISTING WATERMAIN SHALL BE CONSTRUCTED * DRAINAGE PIPES WITH LESS THAN 10' OF SEPARATION 136+86.5 136+52.6 136+37.9 136+21.8 136+07.9 136+07.9 135+78.3 135+78.3 135+64.0 133+81.4 28.0' LT 28.0' LT 28.0' LT 33.0' LT 56.9' LT 60.5' LT 59.5' LT 40.5' LT 25.0' LT 18.2' LT NOTES: 1. AND GAS VALVE ELEVATION ADJUSTMENTS. VERMONT GAS FOR GAS MAIN RELOCATION CONTRACTOR SHALL COORDINATE WITH LP-9 (SEE NOTE 1) GAS/DRAINAGE CONFLICT POTENTIAL MATCHLINE (SEE CIVIL PLANS) LANDSCAPE DETAILS BUS SHELTER, SEE INV. OUT = 332.60 INV. IN = 342.60 CONSTRUCT 18" x 250' CPEP(SL) STA. 136+65 TO STA. 139+18.5 18" INV. OUT = 332.10 18" INV. IN = 332.60 GRATE ELEVATION = 338.50 GRATE TYPE: D 48" PRECAST CONCRETE CATCH BASIN CB1 - STA. 136+65, 29.0' LT © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. ISSUED FOR PERMIT 2021.10.15 2022.03.11CORE/SHELL CONSTRUCTION DOCUMENTSSHUNPIKE RDVALLEY RDCALKINS CTTO BURLINGTON 138+00137+00136+00135+00134+00133+00132+00 R = 15' R = 30'60'PAVED APRON 28'+24 +43 ±16'EXIST.MATCH ±16'EXIST.MATCH ±16'EXIST.MATCH HVCTRL #3 HVCTRL #1 HVCTRL #2 HVCTRL #4 (WILLISTON RD) U.S. ROUTE 2 E: 1472334.2529 N: 714524.6304 WIDENING STA. 133+24 BEGIN S GVGV GVOSW GV S WV GV GV GV S WV WV GVGVGV W WV WV NO PARKING 17"PINE BROWN ANIMAL HOSPITALGATEVALLEY ROAD DISK AB9664 NO PARKING 74522/123126 745697/120 12 MAILBOXES 7"MAPLE BUS STOP 18"CPEP 40"SPRUCE 74525/2/128B 3DROPS 17"MAPLE 38"MAPLE FO CABLE SIGN 18"CPEP 1/127 1DROP 16"LOCUST17"LOCUST 25"SPRUCE 16"LOCUST PATIO DISPLAY AREA 12"CPEP TEL PED NO PARKING 6"PVC12"RCP74521/24 SL40 19"DIA 14"MAPLE 19"LOCUST16"LOCUST 6"CPEP 3060 WILLISTON ROAD 6"PVC 18"CPEP BUS STOP 124/74520 97521/122/127-1 2DROPS TEL PED CONC BASE/FILL AREA 18"RCP17"MAPLE NO PARKING 14"PINE 15"MAPLE(3) GAS SIGN NO PARKING GATEFO CABLE SIGN 103295/1/30K/6-7/1 74547/121 LI 128 2DROPS 735694 BOT 329.7INVS 330.1TG 336.37 BOT 330.1INV 330.1TG 335.68 BOT 328.4INV OUT 330.4INV IN 332.7TG 335.07 STOPCALKINS CTWILLISTON RD 18"RCP GAS SIGN INV 326.72 BOT 327.0INV OUT 327.2INV IN 327.3TG 332.25 18" INV 329.986" INV 330.1112" INV 331.63 0020/0414/0258STOPSHUNPIKE RDWILLISTON RDBOT 332.5INV OUT 333.118" INV IN 333.16" INV IN 333.9TG 336.16 INV 331.99 INV 332.28 INV 332.39 BOT 340.5INVS 340.6TG 346.61 D D D D D ILLEGIBLE CAP1"OD FLUSH/STABLE EXISTING LEASE LINEEXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW SUBLESSEECHAMPLAIN VALLEY HARDSCAPELESSEERP & DP PROPERTIES, LLC TEL CABINET OSW 0.5'AGEL OUTLET 1DROP128A LI 5.5'AG EL METER 12197522 PED TEL EL BOX DRAINAGE OPENING3'WIDE/1'TALL BB B B B 1" = 20' CR-104 LAYOUT PLAN 1 U.S. ROUTE 2 DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A GV GV GV GV GV WV GV GV GV WV 57"DIA 10"DIA 74519/125 1DROP 5/8"REBAR 0.2'BG STABLE 18"LOCUST PETES RV UG AT&T SIGN 22"LOCUST 4001 127-12 2LI 37"ASH 15"ASH 8"MAPLE(3) AIRSTEAM OF VERMONT 4-WAY INT/YELLOW LIGHTS 1DROP TEST STATION 42 1/2A/127/74509 3DROPS/METER 17"LOCUST 30"HORNBEAM 3090 14"LOCUST 14"MAPLE 22"HORNBEAM 25"HORNBEAM 16"HORNBEAM 28"HORNBEAM 30"HORNBEAM 7"ASH(3) 18"CPEP 29"SPRUCE TEST STATION 74507/134 3DROPS 26/132-01/74513 2DROPS/2LI PUSHPOLE 12"MAPLE 124/74520 CONC BASE/FILL AREA 12"DIA 16"DIA 12"DIA 1/74517 NOT IN USE 7"MAPLE(3) 128/74510/133 LI COMMERCIAL SALES 44"SPRUCE 26"SPRUCE 26"PINE 27"SPRUCE 12"CEDAR(2) 127/74511 LI 127-11/132 1/2126-01/132 74515/12674516/125 1/01 128/74506/134-1 1DROP 32"MAPLE BOT 340.5INVS 340.6TG 346.61 BOT 346.8INV 347.3TG 353.17 D D PLUMB/STABLE5/8"REBAR 1.0'AG EXISTING PROPERTY LINEOSW B B BBB B B B MATCHLINE STA. 138+50US ROUTE 2 LP-13 LP-12 LP-11 LP-14 LP-15 LP-16 (OPEN CUT NOT ALLOWED) INSTALLED BY TRENCHLESS METHODS SLEEVE CROSSING ROUTE 2 SHALL BE FROM EDGE OF PAVEMENT) SAWCUT CUT LINE (ONE FOOT TYPE 1 SIDEWALK RAMP,REVEAL GRANITE CURB, 7" LP-17 NUMBER POINT STATION OFFSET NORTHING EASTING COMMENTS EDGE OF PAVEMENT LAYOUT TABLE LP17 LP16 LP15 LP14 LP13 LP12 LP11 1473215.95 1472996.73 1472976.83 1472977.73 1472945.14 1472944.05 1472917.62 END CURB END RADIUS BEGIN RADIUS BEGIN CURB END CURB END RADIUS BEGIN RADIUS 714476.4795 714502.4808 714530.6133 714537.3858 714542.2349 714534.3694 714512.3621 CURVE 1 CURVE 2 CURVE 1 DATA CURVE 2 DATA BANK = NC E = 0.13 C = 72.77' T = 36.38' L = 72.77' D = 1°09'22" DELTA = 0°50'28" R = 4956' BANK = NC E = 0.11 C = 100.42' T = 50.21' L = 100.42' D = 0°30'47" DELTA = 0°30'54" R = 11,169' CB2 3 3 142+05.5 139+85.0 139+63.2 139+63.2 139+30.2 139+30.2 139+05.8 16.7' LT 24.7' LT 50.4' LT 58.0' LT 60.2' LT 51.9' LT 27.6' LT PROPERTY LINE END SIDEWALK AT NOTES: 1. AND GAS VALVE ELEVATION ADJUSTMENTS. VERMONT GAS FOR GAS MAIN RELOCATION CONTRACTOR SHALL COORDINATE WITH CONFLICT (SEE NOTE 1) POTENTIAL GAS/DRAINAGE STANDARD C-3A TYPE 1 PER SIDEWALK RAMP, GAS VALVE (SEE NOTE 1) MATCHLINE (SEE CIVIL PLANS) INV. OUT = 343.10 INV. IN = 345.00 CONSTRUCT 18" x 56' CPEP(SL) STA. 139+18.5 TO STA. 139+78.1 18" INV. OUT = 345.00 GRATE ELEVATION = 350.75 GRATE TYPE: D 48" PRECAST CONCRETE CATCH BASIN CB3 - STA. 139+78.1, 25.6' LT 18" INV. OUT = 342.60 18" INV. IN = 343.10 GRATE ELEVATION = 348.50 GRATE TYPE: D 48" PRECAST CONCRETE CATCH BASIN CB2 - STA. 139+18.5, 30.5' LT © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. ISSUED FOR PERMIT 2021.10.15 2022.03.11CORE/SHELL CONSTRUCTION DOCUMENTS TO WILLISTON 143+00 144+00 145+00 142+00141+00140+00139+0028'+04 ±16'EXIST.MATCH ±16'EXIST.MATCH ±16'EXIST.MATCH HVCTRL #5 HVCTRL #6DRIVEBETA ACCESSCAPPED AT BOTH ENDS FOR FUTURE SIGNAL. 12" CONDUIT SLEEVES STA 0+79.94PC1+003+002+00STA 3+80.75PTSTA 2+30.85PI139+47.85 CENTERLINE US ROUTE 2 0+00.00 BETA ACCESS DRIVE = E: 1473232.7228 N: 714459.5729 END WIDENING STA. 142+24 E: 1472907.6245N: 714484.8612STA 138+97.55PCE: 1472943.9133N: 714482.3404STA 139+33.93PIE: 1472980.1760N: 714479.2965STA 139+70.31PTE: 1473222.9398N: 714458.8645STA 142+13.93PC E:1472980.1782N: 714479.2979STA 143+14.36PTE: 1473272.9634N: 714454.6235STA 142+64.15PICEMENT CONCRETE SIDEWALK PROPOSED 5' WIDE PORTLAND CR-105 1" = 20' LAYOUT PLAN 2 U.S. ROUTE 2 DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A MATCHLINE STA. 138+50NOTE: 1. 2. PAVEMENT MARKING DETAILS. SEE DETAIL SHEETS FOR OTHERWISE NOTED. THERMOPLASTIC UNLESS ALL MARKINGS SHALL BE (in) HEIGHT (in) WIDTH SIZE POST A N C H O R S L E E V E S A L V A G E R E T A I N P O S T S R E Q U I R E D F R A M E S I G N 14.610.89.07.6 ATION FOUND- 1.71.71.33.352.421.883.02.01.12 SIGN NUMBER OR STATION, MILEMARKER, lb/ft lb/ft 24"30" E A lb/ftlb/ft LEGEND SIGN REMARKS ''A''''B'' DIMENSIONS SIGN NEW & SALVAGED SIGNS SIGN SALV TIS SALV FTG. SIZE W-SHAPE STEEL WEIGHT 5.04.0 0 (in) TUBULAR STEEL NEW SIGN POSTS TUBULAR ALUMINUM O (in) 4.0 (in) SQUARE STEEL 2.0 MOD 4.0 3.02.51.75 3.0 3.5 POST EXIST OF NO. CHANNEL FLANGED NUMBER SHEET STD. NUMBER ON SHEET DETAIL SIGN DETAIL BOOK SHSM IN DETAIL X 1 X 1 36 12 3.00 R6-1 X ONLY BUS STOPVALLEY RD1301 X 6.25 XR1-1 1 X STA.135+64, LT STA.135+00, RT STA.136+47, LT 210Hospital, calkins ct. Brown AnimalSTA.137+24, RT WARNING MARKING BICYCLE LANE 133+37 - 133+81 LINE BEGIN 4" WHITE 133+84, 12.75' LT ANGLE POINT CL STRIPING STA. 134+84+80 BAR 33' LT 24" STOP 135+76 - 135+94, YELLOW LINE BEGIN DOUBLE STA. 136+15 SYMBOLS BEGIN LANE MARKING BEGIN TURN LANE 136+24, 12' LT MARKING WARNING BICYCLE LANE 135+52 - 136+08 MATCH EXISTING STRIPING STA. 133+24 30 WHITE LINE END 4" STA. 135+65 MARKING BICYCLE LANE WARNING 135+69 - 136-31 R=2' STRIPING END MEDIAN STA. 135+45 LINE BEGIN 4" WHITE STA. 136+43 16'5' 5' 16' 2X X X 3. RETAINED. ALL SIGNS NOT SHOWN SHALL BE STA. 133+35 END 4" WHITE LINE LIMIT SPEED 40 1 (SEE CIVIL PLANS) MATCHLINE © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. ISSUED FOR PERMIT 2021.10.15 2022.03.11CORE/SHELL CONSTRUCTION DOCUMENTSSHUNPIKE RDVALLEY RDCALKINS CTTO BURLINGTON 138+00137+00136+00135+00134+00133+00132+00 (WILLISTON RD) U.S. ROUTE 2 132+25, RT 135+47, RT RET N N ONLY BUS STOP RET RET RET RET 210Hospital, calkins ct. Brown Animal 410right on gregory dr. Russell Supply B-B STA. 134+14, LT BUS STOPR&S R&S VALLEY RDR&S STA. 135+60, LT LIMIT SPEED 40 STA. 137+24, RT 137+89, LT R&S 210Hospital, calkins ct. Brown Animal 136+24, RT 0020 0253 0414 RET RET RET RET RET STA. 133+41, LT POUNDS 24,000 LIMIT LEGAL LOAD RET RET STA. 133+78, LT N N VALLEY RDS 135+64, LT R STA. 136+47, LT BUS STOPS N R R 137+89, LT 210Hospital, calkins ct. Brown Animal N N S R&S R LIMIT SPEED 40 S S GVGV GVOSW GV S WV GV GV GV S WV WV GVGVGV W WV WV 17"PINE GATEDISK AB9664 126 7"MAPLE 40"SPRUCE 17"MAPLE 38"MAPLE 1/127 1DROP 16"LOCUST17"LOCUST 25"SPRUCE PATIO DISPLAY AREA TEL PED 19"DIA 14"MAPLE 19"LOCUST16"LOCUST TEL PED CONC BASE/FILL AREA 17"MAPLE 14"PINE 15"MAPLE(3) 128 2DROPS ILLEGIBLE CAP1"OD FLUSH/STABLE EXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW TEL CABINET OSW PED TEL DRAINAGE OPENING3'WIDE/1'TALL BB B B B 1" = 20' CR-106 MARKING PLAN 1 SIGNING AND PAVEMENT U.S. ROUTE 2 DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A GV GV GV GV GV WV GV GV GV WV 57"DIA 10"DIA 74519/125 1DROP 5/8"REBAR 0.2'BG STABLE 18"LOCUST PETES RV UG AT&T SIGN 22"LOCUST 4001 127-12 2LI 37"ASH 15"ASH 8"MAPLE(3) AIRSTEAM OF VERMONT 4-WAY INT/YELLOW LIGHTS 1DROP TEST STATION 42 1/2A/127/74509 3DROPS/METER 17"LOCUST 30"HORNBEAM 3090 14"LOCUST 14"MAPLE 22"HORNBEAM 25"HORNBEAM 16"HORNBEAM 28"HORNBEAM 30"HORNBEAM 7"ASH(3) 18"CPEP 29"SPRUCE TEST STATION 74507/134 3DROPS 26/132-01/74513 2DROPS/2LI PUSHPOLE 12"MAPLE 124/74520 CONC BASE/FILL AREA 12"DIA 16"DIA 12"DIA 1/74517 NOT IN USE 7"MAPLE(3) 128/74510/133 LI COMMERCIAL SALES 44"SPRUCE 26"SPRUCE 26"PINE 27"SPRUCE 12"CEDAR(2) 127/74511 LI 127-11/132 1/2126-01/132 74515/12674516/125 1/01 128/74506/134-1 1DROP 32"MAPLE BOT 340.5INVS 340.6TG 346.61 BOT 346.8INV 347.3TG 353.17 D D PLUMB/STABLE5/8"REBAR 1.0'AG EXISTING PROPERTY LINEOSW B B BBB B B B MATCHLINE STA. 138+50NOTE: 1. 2. PAVEMENT MARKING DETAILS. SEE DETAIL SHEETS FOR OTHERWISE NOTED. THERMOPLASTIC UNLESS ALL MARKINGS SHALL BE WHITE LINE END 4" STA. 139+11 MARKING WARNING BICYCLE LANE 139+13 - 139+75 MARKINGS CROSSWALK RECESSED POLYUREA STA. 139+20 - 139+71 WHITE LINE BEGIN 4" STA. 139+77 16'5' 4" WHITE LINE MATCH EXISTING STRIPING STA. 142+24 (in) HEIGHT (in) WIDTH SIZE POST A N C H O R S L E E V E S A L V A G E R E T A I N P O S T S R E Q U I R E D F R A M E S I G N 14.610.89.07.6 ATION FOUND- 1.71.71.33.352.421.883.02.01.12 SIGN NUMBER OR STATION, MILEMARKER, lb/ft lb/ft 24"30" E A lb/ftlb/ft LEGEND SIGN REMARKS ''A''''B'' DIMENSIONS SIGN NEW & SALVAGED SIGNS SIGN SALV TIS SALV FTG. SIZE W-SHAPE STEEL WEIGHT 5.04.0 0 (in) TUBULAR STEEL NEW SIGN POSTS TUBULAR ALUMINUM O (in) 4.0 (in) SQUARE STEEL 2.0 MOD 4.03.02.51.75 3.0 3.5 POST EXIST OF NO. CHANNEL FLANGED NUMBER SHEET STD. NUMBER ON SHEET DETAIL SIGN DETAIL BOOK SHSM IN DETAIL 1STA.139+23, LT N N 301 X6.25 R1-1 X 3. RETAINED. ALL SIGNS NOT SHOWN SHALL BE CROSSWALK FROM PLACED 4' 24" STOP BAR R=2' STRIPING MEDIAN BEGIN 139+91.5 R=50' POINT ANGLE STRIPING 140+13 CL MATCHLINE (SEE CIVIL PLANS) 30 © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. ISSUED FOR PERMIT 2021.10.15 2022.03.11CORE/SHELL CONSTRUCTION DOCUMENTS TO WILLISTON 143+00 144+00 145+00 142+00141+00140+00139+00 DRIVEBETA ACCESSSTA. 139+23, LT N N XXRET XXRET STA. 141+80, RT RET RET RET LEFT LANE FOR TURN LEFT STA. 143+63, RT1+003+002+00RET RET CR-107 1" = 20' MARKING PLAN 2 SIGNING AND PAVEMENT U.S. ROUTE 2 MARKINGS RECESSED POLYUREA CROSSWALK DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A MATCHLINE STA. 138+50REMOVE EXISTING POLE ONTO EXIST. ADJACENT POLE RELOCATE COMMUNICATIONS REMOVE EXISTING POLESREMOVE EXISTING POLES PROPOSED BRACE POLE PROPOSED GUY WIRE PROPOSED GUY WIRE PROPOSED GUY WIRE REMOVE EXISTING POLE E: 1472566.8655 N: 714542.0026 STA. 135+53.7, 33.4' LT PROPOSED UTILTY POLE E: 1472727.1488 N: 714538.4729 STA. 137+13.7, 42.0' LT PROPOSED UTILTY POLE E: 1472859.3982 N: 714530.2087 STA. 138+46.3, 41.9' LT PROPOSED UTILTY POLE COMPANIES WILL BE REQUIRED. BY UTILITY COMPANIES. COORDINATION WITH THE UTILITY AERIAL UTILITY RELOCATIONS ARE TO BE COMPLETED THIS SHEET IS INFORMATIONAL ONLY PROPOSED GUY WIRE © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. ISSUED FOR PERMIT 2021.10.15 2022.03.11CORE/SHELL CONSTRUCTION DOCUMENTSSHUNPIKE RDVALLEY RDCALKINS CTTO BURLINGTON 138+00137+00136+00135+00134+00133+00132+00 (WILLISTON RD) U.S. ROUTE 2 S GVGV GVOSW GV S WV GV GV GV S WV WV GVGVGV W WV WV NO PARKING 17"PINE BROWN ANIMAL HOSPITALGATEVALLEY ROAD DISK AB9664 NO PARKING 74522/123126 745697/120 12 MAILBOXES 7"MAPLE BUS STOP 18"CPEP 40"SPRUCE 74525/2/128B 3DROPS 17"MAPLE 38"MAPLE FO CABLE SIGN 18"CPEP 1/127 1DROP 16"LOCUST17"LOCUST 25"SPRUCE 16"LOCUST PATIO DISPLAY AREA 12"CPEP TEL PED NO PARKING 6"PVC12"RCP74521/24 SL40 19"DIA 14"MAPLE 19"LOCUST16"LOCUST 6"CPEP 3060 WILLISTON ROAD 6"PVC 18"CPEP BUS STOP 124/74520 97521/122/127-1 2DROPS TEL PED CONC BASE/FILL AREA 18"RCP17"MAPLE NO PARKING 14"PINE 15"MAPLE(3) GAS SIGN NO PARKING GATEFO CABLE SIGN 103295/1/30K/6-7/1 74547/121 LI 128 2DROPS 735694 BOT 329.7INVS 330.1TG 336.37 BOT 330.1INV 330.1TG 335.68 BOT 328.4INV OUT 330.4INV IN 332.7TG 335.07 STOPCALKINS CTWILLISTON RD 18"RCP GAS SIGN INV 326.72 BOT 327.0INV OUT 327.2INV IN 327.3TG 332.25 18" INV 329.986" INV 330.1112" INV 331.63 0020/0414/0258STOPSHUNPIKE RDWILLISTON RDBOT 332.5INV OUT 333.118" INV IN 333.16" INV IN 333.9TG 336.16 INV 331.99 INV 332.28 INV 332.39 BOT 340.5INVS 340.6TG 346.61 D D D D D ILLEGIBLE CAP1"OD FLUSH/STABLE EXISTING LEASE LINEEXISTING STATE HWY ROW EXISTING STATE HWY ROW EXISTING STATE HWY ROW SUBLESSEECHAMPLAIN VALLEY HARDSCAPELESSEERP & DP PROPERTIES, LLC TEL CABINET OSW 0.5'AGEL OUTLET 1DROP128A LI 5.5'AG EL METER 12197522 PED TEL EL BOX DRAINAGE OPENING3'WIDE/1'TALL BB B B B 1" = 20' CR-108 PLAN 1 AERIAL UTILITY RELOCATION U.S. ROUTE 2 DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A GV GV GV GV GV WV GV GV GV WV 57"DIA 10"DIA 74519/125 1DROP 5/8"REBAR 0.2'BG STABLE 18"LOCUST PETES RV UG AT&T SIGN 22"LOCUST 4001 127-12 2LI 37"ASH 15"ASH 8"MAPLE(3) AIRSTEAM OF VERMONT 4-WAY INT/YELLOW LIGHTS 1DROP TEST STATION 42 1/2A/127/74509 3DROPS/METER 17"LOCUST 30"HORNBEAM 3090 14"LOCUST 14"MAPLE 22"HORNBEAM 25"HORNBEAM 16"HORNBEAM 28"HORNBEAM 30"HORNBEAM 7"ASH(3) 18"CPEP 29"SPRUCE TEST STATION 74507/134 3DROPS 26/132-01/74513 2DROPS/2LI PUSHPOLE 12"MAPLE 124/74520 CONC BASE/FILL AREA 12"DIA 16"DIA 12"DIA 1/74517 NOT IN USE 7"MAPLE(3) 128/74510/133 LI COMMERCIAL SALES 44"SPRUCE 26"SPRUCE 26"PINE 27"SPRUCE 12"CEDAR(2) 127/74511 LI 127-11/132 1/2126-01/132 74515/12674516/125 1/01 128/74506/134-1 1DROP 32"MAPLE BOT 340.5INVS 340.6TG 346.61 BOT 346.8INV 347.3TG 353.17 D D PLUMB/STABLE5/8"REBAR 1.0'AGEXISTING LEASE LINEEXISTING LEASE LINEEXISTING LEASE LINEEXISTING LEASE LINE EXISTING PROPERTY LINELESSEE(PETE'S RV CENTER)SM & S REALTY SUBLESSEECHAMPLAIN VALLEY HARDSCAPELESSEERP & DP PROPERTIES, LLC SUBLESSEEWILLISTON WHEELSLESSEERP & DP PROPERTIES, LLC OSW B B BBB B B B MATCHLINE STA. 138+50REMOVE EXISTING POLES PROPOSED BRACE POLE REMOVE EXISTING POLES REMOVE EXISTING POLES E: 1473009.9813 N: 714514.7455 STA. 139+97.1, 37.8' LT PROPOSED UTILITY POLE E: 1473256.1237 N: 714480.2215 STA. 142+45.3, 24.0' LT TIE INTO EXISTING UTILITY POLE MATCHLINE (SEE CIVIL PLANS) COMPANIES WILL BE REQUIRED. BY UTILITY COMPANIES. COORDINATION WITH THE UTILITY AERIAL UTILITY RELOCATIONS ARE TO BE COMPLETED THIS SHEET IS INFORMATIONAL ONLY © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. ISSUED FOR PERMIT 2021.10.15 2022.03.11CORE/SHELL CONSTRUCTION DOCUMENTS 143+00 144+00 145+00 142+00141+00140+00139+00 1+003+002+00 CR-109 1" = 20' PLAN 2 AERIAL UTILITY RELOCATION U.S. ROUTE 2 DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A RW500 RW500RW500 RW500 RWAERW (SEE TABLE) TYPICAL SIDEROAD ERWRWA = PORTABLE CHANGEABLE MESSAGE SIGN = SIDE ROAD WORK 500 FT = SIDE ROAD WORK AHEAD = ROAD WORK AHEAD = ROAD WORK 500 FT = END ROAD WORK SRW500 SRWA RWA RW500 ERW LEGEND CONSTRUCTION AREA ERWRWA PCMS RWA ERW RWA PCMS RWA (SEE TABLE) TYPICAL SIDEROAD U.S. ROUTE 2 2. 1. INTRODUCTION: TRAFFIC CONTROL NOTES (CONTINUED ON NEXT SHEET) 7. 6. 5. 4. 3. 2. 1. FREE OF WORK AND TRAFFIC SHALL BE CONTROLLED BY UNIFORMED TRAFFIC OFFICERS OR FLAGGERS AS REQUIRED. ACCESSES WITH THE OWNER AT LEAST ONE WEEK PRIOR TO STARTING THE WORK. ALL ACCESSES SHALL ALSO BE KEPT HOURS). THIS WORK WILL BE COORDINATED WITH THE OWNER. COORDINATE MAJOR WORK ON COMMERCIAL OR MUNICIPAL DURING BUSINESS HOURS. ACCESS TO RESIDENTIAL PROPERTIES MAY BE RESTRICTED FOR A SHORT DURATION (A FEW EMERGENCY VEHICLES AT ALL TIMES. ACCESS TO ALL COMMERCIAL AND MUNICIPAL PROPERTIES SHALL BE MAINTAINED THE CONCTRACTOR SHALL PROVIDE ACCESS THROUGH THE WORK ZONE AND MAINTAIN ACCESS TO ALL PROPERTIES FOR DROP-OFF PROTECTION IN THESE AREAS SHALL CONFORM TO VAOT STANDARDS T-35 AND T-36. THE FULL ROADWAY WIDTH SHOULD BE COLD PLANED OR PAVED DURING THE DAILY WORK PERIOD. WHEN NECESSARY, THE CONTRACTOR SHOULD LEAVE NO LONGITUDINAL DROP-OFFS DURING HOURS WHEN WORK IS SUSPENDED. THEREFORE, STANDARDS T-17 AND T-30, SHALL BE PROVIDED. WHEN COLD PLANED BITUMINOUS PAVEMENT IS OPEN TO TRAFFIC, A "MOTORCYCLES USE CAUTION" SIGN, AS PER VAOT NORMAL OPERATION EXCEPT DURING NIGHT TIME FLASHING OPERATION. SEE NOTE 12. SIGNALIZED INTERSECTIONS MUST BE CONTROLLED BY UNIFORMED TRAFFIC OFFICERS WHEN LANES ARE NOT IN NOTIFIED FOR SUPER LOAD ROUTING PURPOSES. OR OVER 100 FEET LONG OR IN EXCESS OF 108,000 POUNDS. THEREFORE THE DEPARTMENT OF MOTOR VEHICLES SHALL BE A MINIMUM LANE WIDTH OF 10 FEET SHALL BE MAINTAINED. A SUPER LOAD PERMIT IS REQUIRED FOR ANY LOAD 10'-6" WIDE THEIR DUTIES. AHEAD" SIGN SHALL ONLY BE VISIBLE TO MOTORIST WHEN THE FLAGGER IS ACTUALLY PRESENT PERFORMING SIGNS SHALL ONLY BE VISIBLE TO MOTORIST AT THE TIMES WHEN THE MESSAGE IS PERTINENT, I.E. A "FLAGGER LATEST REVISIONS, OR AS DIRECTED BY THE ENGINEER. STANDARD DRAWINGS, AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), DATED 2009, AND ITS ALL TEMPORARY TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THESE PROJECT PLANS, APPLICABLE VAOT TRAFFIC CONTROL. PREPARING THIS PLAN (AND MAKING CHANGES IF NECESSARY) WILL BE INCLUDED IN THE UNIT PRICE BID FOR ITEM 641.10, T-24, T-28, T-29, T-30, T-31, T-35 AND T-36. WHERE CONFLICTS EXIST, THE MUTCD SHALL GOVERN. THE COST OF DETAILS MUST BE DESIGNED AND IMPLEMENTED IN ACCORDANCE WITH THE MUTCD AND VAOT STANDARDS T-1, T-10, T-17, COMPREHENSIVE PLAN AND 2 WEEKS FOR REVIEW AND APPROVAL OF MINOR CHANGES/DETAILS. ALL TRAFFIC CONTROL CONTROL DEVICES (MUTCD). THE CONTRACTOR MUST ALLOW AT LEAST FOUR WEEKS FOR REVIEW AND APPROVAL OF THE (IF NECESSARY) AND PEDESTRIAN ACCESS IN COMPLIANCE WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC FLAGGERS AND UNIFORMED TRAFFIC OFFICERS (UTO'S) TO ADDRESS LANE CLOSURES, WORK ZONE SPEED REDUCTIONS FOR ACCEPTANCE. THIS PLAN SHALL DETAIL THE USE AND PLACEMENT OF SIGNS, CHANNELING DEVICES, ARROW PANELS, SITUATIONS. THIS RESPONSIBILITY INCLUDES PROVIDING A SITE SPECIFIC TRAFFIC CONTROL PLAN TO THE ENGINEER SHOULD PROCEED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE SPECIFIC DETAILS TO ADDRESS SPECIFIC THE FOLLOWING TRAFFIC CONTROL INFORMATION IS INTENDED TO BE A GENERAL OUTLINE FOR HOW THE WORK WHILE PROVIDING A SAFE PASSAGE FOR VEHICLES AND PEDESTRIANS DURING AND AFTER CONSTRUCTION WORK HOURS. UNLESS OTHERWISE NOTED, THE OBJECTIVE OF THIS PLAN IS TO MINIMIZE IMPACT ON THE TRAFFIC FLOW CL © 2018 Stantec AS SHOWN SHEET 1 TRAFFIC CONTROL U.S. ROUTE 2 CR-110 BEGIN STA. 133+24 END STA. 142+24 WIDENING TRAFFIC CONTROL TYPICAL SECTION SURFACE EXISTING TRAVELWAY FLAGGER CONTROLLED 11'-0" (MIN.)WORK ZONE TRAFFIC AT THE END OF EACH WORK DAY. ROADWAY SHALL BE RETURNED TO 2-WAY NOTE: © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. ISSUED FOR PERMIT 2021.10.15 2022.03.11CORE/SHELL CONSTRUCTION DOCUMENTS DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A TEMPORARY PEDESTRIAN TRAFFIC CONTROL NOTES: THE CONTRACTOR SHALL SUBMIT A TEMPORARY PEDESTRIAN TRAFFIC CONTROL PLAN TO THE ENGINEER FOR APPROVAL IN ADVANCE OF THE PLAN BEING IMPLEMENTED. THIS PLAN SHALL DETAIL THE CONSTRUCTION PHASING AND SCHEDULE AND THE SPECIFIC METHODS OF MAINTAINING SAFE PEDESTRIAN ACCESS THROUGHOUT THE CONSTRUCTION AREA. THIS PLAN SHALL PROVIDE THE LOCATION AND DETAILS OF TEMPORARY CONSTRUCTION SIGNING, MARKINGS, BARRICADES, CHANNELIZING DEVICES, TPAR'S AND METHODS TO MAINTAIN ACCESS TO ADJACENT PROPERTIES, BUSINESSES, RESIDENCES, ETC. PAYMENT FOR DEVELOPING, IMPLEMENTING, AND MAINTAINING THE TEMPORARY PEDESTRIAN TRAFFIC CONTROL PLAN AND ALL ITEMS LISTED IN NOTES 2 THROUGH 7 BELOW WILL BE INCLUDED IN THE UNIT PRICE BID FOR CONTRACT ITEM 641.10, TRAFFIC CONTROL. 3.PEDESTRIAN ACCESS SHALL BE PROVIDED TO ALL ADJACENT PROPERTIES, BUILDINGS, RESIDENCES AND COMMERCIAL PROPERTIES AT ALL TIMES. THIS MAY INCLUDE TEMPORARY WALKWAYS SPANNING THE CONSTRUCTION AREA. 4.IF SIDEWALKS ARE CLOSED, A TEMPORARY PEDESTRIAN ACCESS ROUTE (TPAR) SHALL BE PROVIDED ON THE SAME SIDE OF THE ROAD AS THE CLOSED SIDEWALK, IF POSSIBLE. SIGNS AND BARRICADES SHALL BE USED TO PROVIDE ADVANCE NOTICE OF THE CLOSURE AND THE ROUTE OF ANY PEDESTRIAN DETOURS. THE TPAR SHALL HAVE A MINIMUM UNOBSTRUCTED WIDTH OF FOUR FEET. IF THE TPAR IS LESS THAN FIVE FEET IN WIDTH, A FIVE FOOT BY FIVE FOOT PASSING SPACE SHOULD BE PROVIDED AT LEAST EVERY 200 FEET. THE SURFACE OF THE TPAR SHALL BE SMOOTH AND CONTINUOUS FOR THE LENGTH OF THE TPAR. THE TPAR SHALL MAINTAIN THE SAME LEVEL OF ACCESSIBILITY AND DETECTABILITY AS THE FACILITY THAT IS BEING CLOSED. THE TPAR SHALL NOT LEAD PEDESTRIANS INTO CONFLICTS WITH VEHICLES, EQUIPMENT, OR CONSTRUCTION OPERATIONS. 5.IF THE TPAR IS ADJACENT TO MOVING TRAFFIC, CONSTRUCTION OPERATIONS/EQUIPMENT, OR DROP-OFFS, THEN CRASH WORTHY CHANNELIZING DEVICES THAT MEET THE REQUIREMENTS OF THE MUTCD SHALL BE USED. 6.THE CONTRACTOR SHALL NOT STORE OR PLACE ANY CONSTRUCTION MATERIALS, EQUIPMENT OR SIGNS IN THE PEDESTRIAN PATH OF TRAVEL. 7.THE CONTRACTOR'S OPERATIONS SHALL NOT OCCUPY SIDEWALKS EXCEPT WHERE PROPER PROTECTION AND TPAR HAVE BEEN PROVIDED. ALL REASONABLE EFFORTS SHALL BE MADE TO ACCOMMODATE PEDESTRIAN TRAVEL AT ALL TIMES. THIS CAN INCLUDE, BUT IS NOT LIMITED TO A DEDICATED PEDESTRIAN ESCORT, SIGNAGE AND DELINEATED 8. AREAS WITHIN CLOSED LANES PROTECTED BY CHANNELING DEVICES MEETING THE LATEST MUTCD REQUIREMENTS. FLAGGERS SHALL NOT BE USED AS PEDESTRIAN ESCORTS. WHEN EXISTING PEDESTRIAN FACILITIES ARE DISRUPTED, CLOSED, OR RELOCATED IN A TEMPORARY TRAFFIC CONTROL ZONE, THE TEMPORARY FACILITIES SHALL BE DETECTABLE, SHALL MAINTAIN ADA STANDARDS AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. PAYMENT WILL BE INCLUDED IN THE UNIT PRICE FOR ITEM 641.10 TRAFFIC CONTROL. ENCROACH INTO THE BICYCLE SPACE. BRIDGE ABUTMENTS, EQUIPMENT, CONSTRUCTION MATERIALS, TRAFFIC CONTROL DEVICES, ETC. DO NOT LAST TO ENSURE THEIR SAFETY. CARE SHOULD BE TAKEN TO ENSURE THAT OBSTACLES SUCH AS THE RULES OF THE ROAD JUST LIKE MOTORISTS. FLAGGER PERSONNEL MAY ASK RIDERS TO GO BICYCLISTS ARE COMMON IN THIS AREA AT THIS TIME OF YEAR AND WILL FOLLOW © 2018 Stantec AS SHOWN SHEET 2 TRAFFIC CONTROL U.S. ROUTE 2 CR-111 27. 26. 25. 24. 23. 22. 21. 20. 19. 18. 17. 16. 15. 14. 13. 12. 11. 10. 9. 8. FLAGGERS SHALL BE STATIONED AT THESE LOCATIONS. ACTIVITY TAKING PLACE IN THESE AREAS DURING TYPICAL MORNING PICK-UP AND/OR AFTERNOON DROP-OFF TIME PERIODS, ADDITIONAL LOCAL SCHOOL TRANSPORTATION COORDINATOR AS IDENTIFIED IN THE SPECIAL PROVISIONS. IF THERE IS ANY CONSTRUCTION WHEN SCHOOL IS IN SESSION, SCHOOL BUS STOP ACCOMMODATIONS ARE REQUIRED. LOCATIONS SHALL BE COORDINATED WITH THE FOR TRAFFIC CONTROL GENERAL NOTES, SEE VAOT STANDARD T-1. INTENTIONALLY LEFT BLANK SPACE ALONG ITS ENTIRE LENGTH. BARRELS AND CONES SHALL BE USED TO CLEARLY DEFINE THE TRAVEL SPACE AND PROVIDE SEPARATION FROM THE WORK FROM TRAFFIC WHEN FLAGGING OPERATIONS CEASE FOR LONGER THAN 15 MINUTES. SYMBOL SIGN BE MORE THAN 500 FEET FROM THE FLAGGER STATION. FLAGGER SIGNS SHALL BE COVERED OR TURNED AWAY AS THE CONSTRUCTION OPERATION MOVES, FLAGGER SIGNS SHALL BE MOVED ACCORDINGLY. AT NO TIME SHOULD THE FLAGGER SIGNS ARE ABOVE THE TOP OF GUARDRAIL. WHERE TEMPORARY SIGNS ARE PLACED BEHIND GUARDRAIL, THEY SHALL BE ADJUSTED SUCH THAT THE BOTTOMS OF THE RETROREFLECTIVE SHEETING SHALL BE AS NOTED ON VAOT STANDARD T-1 AND IN SUBSECTION 750.08. BACKGROUND. DIAMOND SHAPED SIGNS SHALL BE 4' X 4' WITH BLACK TEXT AND BORDER ON A RETROREFLECTIVE FLUORESCENT ORANGE CONSTRUCTION SIGNS SHALL BE IN NEW OR LIKE NEW CONDITION PER VAOT STANDARDS AND SPECIAL PROVISIONS. AND AS OUTLINED IN THE SPECIAL PROVISIONS. CONSTRUCTION ZONE SIGN LAYOUT SHALL BE IN ACCORDANCE WITH SECTION 6 OF THE LATEST EDITION OF THE MUTCD, SEE VAOT STANDARDS T-10 AND T-17 FOR ADDITIONAL SIGN PLACEMENT DETAILS. CONFLICT WITH TEMPORARY TRAFFIC CONTROL SHALL BE COMPLETELY COVERED OR REMOVED. DEVICES, STOPPING SIGHT DISTANCE, AND CORNER SIGHT DISTANCE FROM DRIVES AND TOWN HIGHWAYS. EXISTING SIGNS WHICH NO CONSTRUCTION SIGNS SHALL BE INSTALLED AS TO INTERFERE OR OBSTRUCT THE VIEW OF EXISTING TRAFFIC CONTROL METHOD OF INSTALLATION, PLACEMENT OR REPAIR SHALL CONFORM WITH SUCH STANDARDS. ARE ERECTED OR PLACED, OR EXISTING TRAFFIC CONTROL DEVICES ARE REPLACED OR REPAIRED, THE EQUIPMENT, DESIGN, MARKINGS SHALL BE VALID UNTIL SUCH TIME AS THEY ARE REPLACED OR RECONSTRUCTED. WHEN NEW TRAFFIC DEVICES THE LATEST EDITION OF THE MUTCD SHALL BE THE STANDARD FOR ALL TRAFFIC CONTROL DEVICES. EXISTING SIGNS AND INTENTIONALLY LEFT BLANK CHANGEABLE MESSAGE SIGN. PROVIDING THESE MESSAGE SIGNS AND THEIR RELOCATION IF NECESSARY WILL BE PAID UNDER ITEM 641.15, PORTABLE PROVIDE WORK ZONE TRAVEL INFORMATION THAT IS OTHERWISE DIFFICULT TO CONVEY WITH STATIC SIGNS. THE COST OF TO THE ENGINEER IN ADVANCE FOR APPROVAL. THE PCMS SHOULD BE RELOCATED AS DETERMINED BY THE ENGINEER TO ROADWAY CONDITIONS AHEAD. THE MESSAGE TO BE DISPLAYED, AND THEIR PROPOSED LOCATIONS SHALL BE SUBMITTED THE CONTRACTOR SHALL POSITION PORTABLE CHANGEABLE MESSAGE SIGNS (PCMS) WARNING MOTORISTS OF THE EXPECTED REQUIRED AND APPROVED REFLECTIVE GARMENTS IS REQUIRED. THE PRESENCE OF THE BLUE LIGHT MAY NOT BE SUITABLE OR NECESSARY. THE WEARING OF DEPARTMENTALLY OF TRAFFIC AT INTERSECTIONS WHERE SIGNALS ARE NOT FUNCTIONING OR ARE MALFUNCTIONING. IN THESE CASES, MAY DIRECT AND CONTROL TRAFFIC. SUITABLE EXAMPLES IN WORK MIGHT INCLUDE THE DIRECTION AND CONTROLS PLEASE NOTE THAT THE UTO (UNIFORMED TRAFFIC OFFICER), UNDER AUTHORITY GRANTED BY LAW (TITLE 23 VSA) ALL PERMANENT SIGNS WHICH CONFLICT WITH TEMPORARY TRAFFIC CONTROL MUST BE COMPLETELY COVERED. AS IDENTIFIED IN THE CONTRACT DOCUMENTS AND DETERMINED BY THE ENGINEER. CONSTRUCTION OPERATIONS SHALL BE ADJUSTED OR SUSPENDED DURING PEAK HOUR TRAFFIC AND SPECIAL EVENTS ALL NON-OPERATING SIGNAL HEADS SHALL BE REMOVED OR COMPLETELY COVERED AS DIRECTED BY THE ENGINEER. TEMPORARY MARKINGS, SIGNING AND SIGNAL WORK ARE COMPLETED. ANY CONFLICTING MARKINGS SHALL BE REMOVED. TRAFFIC SHALL NOT BE CHANGED FROM ONE TRAFFIC PATTERN TO THE NEXT TRAFFIC PATTERN UNTIL ALL 1. 2. © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. ISSUED FOR PERMIT 2021.10.15 2022.03.11CORE/SHELL CONSTRUCTION DOCUMENTS DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A 1" = 5' 320 330 340 350 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 133+50.00 320 330 340 350 320 330 340 350 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 134+00.00 320 330 340 350 320 330 340 350 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 134+00.00 320 330 340 350 CROSS SECTIONS SHEET 1 U.S. ROUTE 2 -2.00%-1.40%OFF -17.01EL = 332.21OFF 0.00EL = 332.55-1.86%-1.45%OFF -18.88EL = 332.88OFF 0.00EL = 333.24SEWER 10" DI SEWER 10" DI GAS GAS GAS TEL TEL TEL CR-112 © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. ISSUED FOR PERMIT 2021.10.15 2022.03.11CORE/SHELL CONSTRUCTION DOCUMENTS DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A 320 330 340 350 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 134+50.00 320 330 340 350 330 340 350 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 135+00.00 330 340 350 330 340 350 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 135+50.00 330 340 350 1" = 5' CROSS SECTIONS SHEET 2 U.S. ROUTE 2 -1.85%-1.63%OFF -20.76EL = 333.64OFF 0.00EL = 334.02-2.09%-1.23%OFF -22.63EL = 334.45OFF 0.00EL = 334.92-2.22%-2.17%OFF -24.50EL = 335.42OFF 0.00EL = 335.97SEWER 10" DI SEWER 10" DI SEWER 10" DI GAS GAS GAS 320320 320320 TEL TEL TEL CR-113 © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. ISSUED FOR PERMIT 2021.10.15 2022.03.11CORE/SHELL CONSTRUCTION DOCUMENTS DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A 330 340 350 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 136+00.00 330 340 350 330 340 350 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 136+50.00 330 340 350 330 340 350 360 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 137+00.00 330 340 350 360 1" = 5' CROSS SECTIONS SHEET 3 U.S. ROUTE 2 -1.76%-1.73%OFF -26.37EL = 336.71OFF 0.00EL = 337.17-1.80%-2.08%OFF -28.00EL = 338.20OFF 0.00EL = 338.70-1.96%-2.32%OFF -28.00EL = 339.95OFF 0.00EL = 340.49SEWER 10" DI SEWER 10" DI SEWER 10" DI GAS GAS GAS 320320 320320 TEL TEL TEL CR-114 ADJUSTMENTS. GAS VALVE ELEVATION MAIN RELOCATION AND VERMONT GAS FOR GAS COORDINATE WITH CONTRACTOR SHALL © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. ISSUED FOR PERMIT 2021.10.15 2022.03.11CORE/SHELL CONSTRUCTION DOCUMENTS DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A 330 340 350 360 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 137+50.00 330 340 350 360 340 350 360 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 138+00.00 340 350 360 340 350 360 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 138+50.00 340 350 360 1" = 5' CROSS SECTIONS SHEET 4 U.S. ROUTE 2 -1.90%-2.20%OFF -28.00EL = 341.90OFF 0.00EL = 342.44-1.91%-2.56%OFF -28.00EL = 343.93OFF 0.00EL = 344.46-1.83%-2.07%OFF -28.00EL = 345.95OFF 0.00EL = 346.47SEWER 10" DI SEWER 10" DI SEWER 10" DI GAS GAS GAS 330 330 330 330 TEL TEL TEL CR-115 © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. ISSUED FOR PERMIT 2021.10.15 2022.03.11CORE/SHELL CONSTRUCTION DOCUMENTS DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A 340 350 360 370 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 139+00.00 340 350 360 370 340 350 360 370 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 139+50.00 340 350 360 370 340 350 360 370 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 140+00.00 340 350 360 370 1" = 5' CROSS SECTIONS SHEET 5 U.S. ROUTE 2 -1.89%-1.67%OFF -28.00EL = 347.93OFF 0.00EL = 348.46-1.90%-1.88%OFF -26.27EL = 349.86OFF 0.00EL = 350.36-1.66%-1.72%OFF -24.39EL = 351.56OFF 0.00EL = 351.97SEWER 10" DI GAS GAS GAS TEL TEL TEL CR-116 © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. ISSUED FOR PERMIT 2021.10.15 2022.03.11CORE/SHELL CONSTRUCTION DOCUMENTS DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A 340 350 360 370 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 140+50.00 340 350 360 370 350 360 370 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 141+00.00 350 360 370 350 360 370 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 141+50.00 350 360 370 1" = 5' CROSS SECTIONS SHEET 6 U.S. ROUTE 2 -1.67%-1.35%OFF -22.51EL = 352.93OFF 0.00EL = 353.30-1.59%-1.07%OFF -20.64EL = 354.04OFF 0.00EL = 354.37-1.54%-1.18%OFF -18.76EL = 354.86OFF 0.00EL = 355.15GAS GAS GAS 340340 340 340 TEL TEL TEL CR-117 © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. ISSUED FOR PERMIT 2021.10.15 2022.03.11CORE/SHELL CONSTRUCTION DOCUMENTS DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A 350 360 370 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 142+00.00 350 360 370 350 360 370 0 10 20 30 40 50 60 70-10-20-30-40-50-60-70 142+50.00 350 360 370 1" = 5' CROSS SECTIONS SHEET 7 U.S. ROUTE 2 -1.45%-1.23%OFF -16.88EL = 355.50OFF 0.00EL = 355.74GAS GAS 340340 340340 TEL TEL CR-118 © 2018 Stantec Project No. Scale Notes Issued/Revision 6 A 5 4 3 2 1 B C D E Consultant Permit/Seal YYYY.MM.DD 218421340 Stantec Consulting Services Inc. 193 Tilley Dr., Suite 101 South Burlington VT 05403 U.S.A. 802.864.0223 www.stantec.com Tel. ISSUED FOR PERMIT 2021.10.15 2022.03.11CORE/SHELL CONSTRUCTION DOCUMENTS DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A REV.DATE DESCRIPTION VERMONT AGENCY OF TRANSPORTATION Workin to Get You There 0 & DESIGN DETAIL HIGHWAY SAFETY DETAILS APPROVED FOR USE BY HIGHWAY SAFETY & DESIGN ORIGINAL APPROVAL HSD-400.01OTHER DETAILS REQUIRED: NONE SAFETY EDGE DETAILS MAR. 29, 2016 WEARING COURSE LEVELING COURSE INTERMEDIATE COURSE BASE COURSE WEARING COURSE LEVELING COURSE INTERMEDIATE COURSE BASE COURSE EDGE OF PAVED SHOULDERFOR PAVING BELOW WEARING COURSE SAFETY EDGE DETAIL FOR PAVING WEARING COURSE ONLY SAFETY EDGE DETAIL FOR WIDTH) (SEE TYPICAL SECTION PAVED SHOULDER FOR WIDTH) (SEE TYPICAL SECTION PAVED SHOULDEREDGE OF TRAVELED WAYEDGE OF TRAVELED WAYEDGE OF PAVED SHOULDERNOTES: NOTES: GENERAL NOTES: 1.25 1.50 1.75 2.00 2.25 2.50 4.000 3.500 3.125 2.750 2.375 2.000 EDGE WIDTH (INCHES) NOMINAL SAFETY THICKNESS (INCHES) WEARING COURSE 3. 2. 1. 1.0V:2.0H (MIN) 1.0V:1.2H (MAX) 1.0V:2.0H (MIN) 1.0V:1.2H (MAX) SUBBASE 2. 1. 4. 3. 2. 1. CONCRETE PAVEMENT ITEM. THIS WORK SHALL BE INCIDENTAL TO THE RESPECTIVE BITUMINOUS PAVED SHOULDER. THE SAFETY EDGE SHALL NOT BE CONSIDERED PART OF THE ALLOWED. WITHOUT PROVIDING ANY COMPACTIVE EFFORT WILL NOT BE TO FORM THE SLOPE. DEVICES THAT SIMPLY STRIKE-OFF THE MIX BITUMINOUS CONCRETE PAVEMENT IS EXTRUDED OR COMPRESSED THE SAFETY EDGE SHALL BE FORMED IN SUCH A WAY THAT THE SURFACE (EXAMPLE: GUARDRAIL). VEHICLES ARE RESTRICTED FROM LEAVING THE PAVED C. MATERIAL. THE EDGE OF PAVEMENT BEING PLACED ABUTS BOUND B. EDGE. THE ADJACENT SLOPE IS STEEPER THAN THE SAFETY A. EDGE, UNLESS THE FOLLOWING APPLIES: PLACEMENT OF THE WEARING COURSE SHALL INCLUDE THE SAFETY EXISTING SUBBASE PAVEMENT COURSES MAY VARY, SEE TYPICAL SECTIONS FOR ACTUAL PAVEMENT COURSES REQUIRED. THIS DETAIL IS INTENDED FOR WHEN ONLY THE LEVELING AND/OR WEARING COURSE IS TO BE PLACED. COURSE THICKNESS AND A 1V:1.6H SLOPE SAFETY EDGE WIDTH BASED ON WEARING AGGREGATE SHOULDERS AGGREGATE SHOULDERS BASE COURSE LIMITS MAY VARY, SEE TYPICAL SECTIONS FOR WIDTH. THE AGGREGATE SHOULDERS SHALL BE PREPARED FLUSH WITH THE BOTTOM OF THE LEVELING COURSE. PRIOR TO PLACEMENT OF THE LEVELING AND/OR WEARING COURSE, THE SUBBASE LOCATED BENEATH THIS DETAIL IS INTENDED FOR WHEN PAVING EXTENDS BELOW THE WEARING COURSE. 1 JAN. 5, 2018 ANNOTATION CORRECTIONS DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A VERMONT AGENCY OF TRANSPORTATIONWorkin to Get You ThereSTANDARDCOMMERCIAL DRIVESB-71B(MPH)DESIGN SPEEDORPOSTED SPEED(FT)SIGHT DISTANCESTOPPINGMINIMUM 61055550044539033528049542536030525020015555504540353025 SIGHT DISTANCE TABLEOLD GROUNDLEVELC L12' MIN.ADETAIL EASUBGRADE LINEDITCH LINESECTION A-ACLDRIVESEE DRIVE SIDE SLOPES TABLE.18" SUBBASE MATERIALLOCATION OF SLOPESLOPE RATE1:6 OR FLATTER1:4 DESIRABLE1:2 ALLOWABLE-OUTSIDE CLEAR ZONE1:2 OR FLATTERDETAIL F-15% MAX ( -0.15 )-3% MAX. GRADE ( -0.03 )HIGHWAYLCSUBGRADE LINELENGTHROUNDINGMIN 10'APPROACH AREA20' MIN.SHOULDEREDGE OFTRAVELED WAYEDGE OFDETAIL C5" DEPRESSIONSHOULDERTRAVELED WAYHIGHWAYDRIVE GRADELENGTHROUNDING MIN 20'ORIGINAL APPROVALDESCRIPTIONDATEJUL. 1, 2019REV.0OTHER STANDARDS REQUIRED:1.2.3.4.5.6.7.8.9."A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS & STREETS."THE ABOVE VALUES ARE TAKEN FROM THE 2011 AASHTO(FT)SIGHT DISTANCEINTERSECTIONMINIMUMSLOPE 2% (TYP.)24" MINIMUM COVER(FILL SECTION)PROFILE OF DRIVE INTERSECTION 40' MAXIMUM24' MINIMUMHIGHWAYCLEDGE OF TRAVELED WAYSHOULDER EDGECURB (IF PRESENT)LINEPROPERTYR.O.W. LINESHOULDERPAVEMENTDETAIL BWIDTHMINUS SHOULDER THEORETICAL RADIUS MINIMUM RADIUS = CURB (IF PRESENT)SHOULDER EDGEEDGE OF TRAVELED WAY12' MAX.4' MIN. 24' MAX.18' MIN. R.O.W. LINESHOULDERPAVEMENTHIGHWAYCL24' MAX.MIN.20'EDGE OF TRAVELED WAYSHOULDER EDGEHIGHWAYCLTAPERSPAVEMENTSHOULDERCURB ( IF PRESENT )T=**D=*MIN. RADIUS 30' LESS SHOULDER WIDTH30' MIN. RADIUSR.O.W. LINEDETAIL ALCDRIVE12'4'303540501001201401808:110:112:115:1**T (MIN)(FT)RATESPEED (MPH)10.PROPERTY LINEPROJECTION ABOVE THE CURB HEIGHT WITHIN THE R.O.W. OR CLEAR ZONE)THE CURBED DIVISIONAL ISLAND SHALL NOT EXCEED 4" HEIGHT (AND HAVE NO TURN LANES ARE MET.WARRANTS FOR RIGHT AND D WHEN VOLUME USE WITH DETAILS B SHOULDER WIDTHRADIUS MINUS THEORETICAL MIN. RADIUS = TWO-WAY UNDIVIDED COMMERCIAL DRIVEDETAIL D12.STANDARD E-192REFER TO VTRANS DECELERATION LENGTH. PROVIDE PROPER MUST BE ADJUSTED TO TRAFFIC VOLUME AND VARIABLE DEPENDING ON * STORAGE LENGTH IS DETAIL D SEE ASEE DETAILNEEDED (TYP.)GRADE AS 11.LIMIT OF ON SITE PARKING AREA90 DESIRABLEANGLE = 60 MINIMUMPARKING AREALIMIT OF ON SITE 90 DESIRABLEANGLE = 60 MINIMUMRURAL (TYP.) 10' URBAN30' THEORETICAL RADIUS,ANGLE=60 MINIMUM, 90 DESIRABLEROW LINE. WILL HAVE A "SERVICE VEHICLES ONLY" SIGN PLACED AT THE HIGHWAY AUTHORIZED, HAVING A MAXIMUM WIDTH OF 20'. THE SERVICE DRIVE THIS DETAIL WILL ALSO APPLY TO COMMERCIAL SERVICE DRIVES, WHEN PROFILE OF DRIVE INTERSECTION(CUT SECTION)INTERSECTION)POINT OF VERTICAL LEAST 12 FEET FROM (15% MAX. FOR AT DESIGN SPEED > 40 MPHDESIGN SPEED < 40 MPHURBAN AREAS, OR DRIVE SIDE SLOPES TABLESEE DETAIL APARKING AREALIMIT OF ON SITE PAVEMENT.TWO INCHES OF BITUMINOUS CONCRETE (SEE NOTE 7)CULVERT IF REQUIRED DIVISIONAL ISLANDTWO-WAY COMMERCIAL DRIVE WITH ONLY)DRIVE(UNSIGNALIZED INTERSECTIONS RIGHT TURN LANE FOR COMMERCIAL 3.5 FEET TO AN OBJECT HEIGHT OF 2.0 FEET ON THE ROADWAY.ROADWAY.STOPPING SIGHT DISTANCE IS MEASURED FROM AN EYE HEIGHT OF OF EYE OF 3.5 FEET ON THE DRIVE TO A HEIGHT OF 3.5 FEET ON THE TRAVELED WAY OF THE ADJACENT ROADWAY AND MEASURED FROM A HEIGHT FROM A POINT ON THE DRIVE AT LEAST 15 FEET FROM THE EDGE OF AGENCY OF TRANSPORTATION. INTERSECTION SIGHT DISTANCE IS MEASURED ENTERING ON PUBLIC HIGHWAYS, UNLESS OTHERWISE APPROVED BY THE BELOW, SHOULD BE PROVIDED IN BOTH DIRECTIONS FOR ALL DRIVES INTERSECTION SIGHT DISTANCES, EQUAL TO OR GREATER THAN THOSE SHOWN GUIDELINES", LATEST REVISION."VERMONT AGENCY OF TRANSPORTATION ACCESS MANAGEMENT PROGRAM FOR DRIVEWAY AND INTERSECTION SPACING DISTANCES REFER TO THE SERVING UP TO TWO SINGLE FAMILY HOMES OR A DUPLEX.B-71A FOR FIELD DRIVES, LOGGING DRIVES, AND RESIDENTIAL ACCESSES SUBDIVISIONS AND OTHER COMMERCIAL ACCESSES. SEE VTRANS STANDARD THIS STANDARD APPLIES TO LARGER RESIDENTIAL DEVELOPMENTS, BEFORE ENTERING THE HIGHWAY.AS A 20' APPROACH AREA IS ACHIEVED FOR THE VEHICLE TO PAUSE DRIVEWAY GRADES STEEPER THAN THOSE SHOWN MAY BE ALLOWED AS LONG END OF THE TURNING RADIUS WHICHEVER IS GREATEST.SHOWN PERTAIN ONLY TO THE AREA WITHIN THE HIGHWAY R.O.W. OR THE MAY BE GOVERNED BY LOCAL ZONING LAWS. DRIVEWAY WIDTH RESTRICTIONS THE OFFSET BETWEEN THE PROPERTY LINE AND THE EDGE OF THE DRIVEWAY MATCH THE SIZE OF THE UPSTREAM CULVERT.THE PROPOSED CULVERT THEN THE NEW CULVERT SHALL, AS A MINIMUM, CIRCULAR PIPE.IF A CULVERT LARGER THAN 15" IS LOCATED UPSTREAM OF CROSS-SECTIONAL AREA EQUIVALENT TO THAT PROVIDED BY A 15" PIPE ARCHES USED UNDER DRIVES SHALL HAVE A MINIMUM INSIDE INSIDE DIAMETER (I.D.) OF 15" OR AS OTHERWISE SHOWN ON THE PLANS. CIRCULAR DRAINAGE CULVERTS UNDER DRIVES SHALL HAVE A MINIMUM TREATMENT TO BE USED.BASED ON TRAFFIC STUDIES THE AGENCY WILL DETERMINE SPECIFIC REQUIRE SPECIAL LANES FOR TURNING, SIGNALS OR OTHER MODIFICATIONS. WHERE TRAFFIC VOLUME FOR A PROJECT IS SUBSTANTIAL THE AGENCY MAY IF CURB IS PRESENT, SEE APPROPRIATE CURB DETAIL STANDARD. OF CURBING OR OTHER SUITABLE PHYSICAL BARRIER.THAN APPROVED ACCESS POINTS WILL BE PREVENTED BY THE CONSTRUCTION VEHICULAR ACCESS FROM PARKING AREAS TO THE RIGHT-OF-WAY AT OTHER SHOWN IN DETAIL F WITHIN THE LIMITS OF THE HIGHWAY RIGHT-OF-WAY.DEPTH OF SUBBASE AND PAVEMENT TO BE THE SAME AS HIGHWAY OR AS (A, B AND D) BY HATCHING.TRANSPORTATION ADMINISTRATOR.THIS PAVING IS INDICATED IN DETAILS OF CURVATURE ON THE DRIVEWAY EDGE OR AS DIRECTED BY THE DISTRICT TRAVELED WAY TO THE HIGHWAY RIGHT-OF-WAY, TO THE FARTHEST POINT ALL COMMERCIAL DRIVES SHALL BE PAVED FROM THE EDGE OF THE WIDTHS, HORIZONTAL, VERTICAL AND GEOMETRIC CHARACTERISTICS.SHEET IS INTENDED TO BE A GUIDE FOR THE DESIGNER CONCERNING DRIVE WHEN USED WITH THE PLANS FOR A HIGHWAY CONSTRUCTION PROJECT, THIS SUBJECT TO THE APPROVAL OF THE VERMONT AGENCY OF TRANSPORTATION. THIS SHEET SHALL BE THE RESPONSIBILITY OF THE APPLICANT AND IS OF WAY. ALL CONSTRUCTION REQUIRED BY THE PERMIT AND INDICATED ON AND IN CONJUNCTION WITH A PERMIT FOR WORK WITHIN HIGHWAY RIGHTS THIS SHEET IS INTENDED FOR USE BY DESIGNERS ON HIGHWAY PROJECTS 10' URBAN30' RURAL (TYP.), THEORETICAL RADIUS (TYP.)END SECTIONOPTIONALMIN.12'DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A DocuSign Envelope ID: 59B59AC9-B083-46E2-98FF-CC23EB26D94A Certificate Of Completion Envelope Id: 59B59AC9B08346E298FFCC23EB26D94A Status: Completed Subject: Please DocuSign: So Burlington Permit 44971 City of So Burlington BETA 090222.pdf Source Envelope: Document Pages: 33 Signatures: 3 Envelope Originator: Certificate Pages: 2 Initials: 0 Ed Pierce AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-05:00) Eastern Time (US & Canada) One National Life Drive - Dewey Building Montpelier, VT 05620-2001 Ed.Pierce@vermont.gov IP Address: 24.147.122.123 Record Tracking Status: Original 9/1/2022 1:38:30 PM Holder: Ed Pierce Ed.Pierce@vermont.gov Location: DocuSign Security Appliance Status: Connected Pool: StateLocal Storage Appliance Status: Connected Pool: AOT Agency of Transportation Location: DocuSign Signer Events Signature Timestamp Ed Pierce ed.pierce@vermont.gov SOV Security Level: Email, Account Authentication (None)Signature Adoption: Pre-selected Style Using IP Address: 24.147.122.123 Sent: 9/1/2022 1:42:53 PM Viewed: 9/1/2022 1:43:15 PM Signed: 9/1/2022 1:43:21 PM Electronic Record and Signature Disclosure: Not Offered via DocuSign Craig Keller Craig.Keller@vermont.gov Chief of Permitting Services SOV Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 64.223.126.33 Sent: 9/1/2022 1:43:25 PM Viewed: 9/1/2022 1:52:11 PM Signed: 9/2/2022 6:28:09 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 9/1/2022 1:42:53 PM Envelope Summary Events Status Timestamps Certified Delivered Security Checked 9/1/2022 1:52:11 PM Signing Complete Security Checked 9/2/2022 6:28:09 AM Completed Security Checked 9/2/2022 6:28:09 AM Payment Events Status Timestamps