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BATCH - Supplemental - 0010 Eagle Drive
1 Page 1 of 2 ray From: Leinwohl, Jon Don. lei nwohl@stantec.com] Sent: Monday, July 22, 2013 10:56 AM To: ray Cc: Heather Kendrew (hkendrew@btv.aero); Robert McEwing Subject: RE: Vermont Aviation Center Preliminary Plat Application #SD-12-25 - Request for Hearing Continuance Ray, The Airport is hereby requesting that the Preliminary Plat application for the above referenced project be withdrawn. Jon Leinwohl From: ray [mailto:ray@sburl.com] Sent: Tuesday, April 16, 2013 3:28 PM To: Leinwohl, Jon Subject: RE: Vermont Aviation Center Preliminary Plat Application #SD-12-25 - Request for Hearing Continuance Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Leinwohl, Jon rmailto:ion.leinwohl(a)stantec.com] Sent: Tuesday, April 16, 2013 3:09 PM To: ray Cc: Robert McEwing; Heather Kendrew (hkendrew(-fttv.aero); Nick Warner (NWarner@ci.burlington.vt.us) Subject: RE: Vermont Aviation Center Preliminary Plat Application #SD-12-25 - Request for Hearing Continuance Ray, The Airport is requesting further continuance of the DRB hearing for the above referenced project which is presently scheduled for May 7th. This continuation request is related to resolving issues noted in the e-mail below. We will hand deliver a check for $50 to cover the fee for continuing the hearing. Thank you, Jon Leinwohl From: Leinwohl, Jon Sent: Wednesday, February 20, 2013 12:55 PM To: Ray Belair (rbelair(dsburl.com) 7/22/2013 Page 2 of 2 Cc: Robert McEwing; Heather Kendrew (hkendrew@btv.aero); Nick Warner (NWarner@ci.burlington.vt.us) Subject: Vermont Aviation Center Preliminary Plat Application #SD-12-25 - Request for Hearing Continuance Ray, As discussed in our phone conversation this morning, the Airport is hereby requesting a continuation of the DRB hearing for the referenced application which is presently scheduled for March 5. This request is related to addressing the DRB's comments regarding tree cutting associated with the proposed Eagle Drive parking lot construction. An alternative site is being considered for the proposed Eagle Drive parking lot; however, there are issues to be resolved regarding the viability of this alternative. It is anticipated the Airport will be prepared to continue the hearing at the DRB's May 7th meeting. I will drop off a check for $50 to cover the fee for continuing the hearing. Thank you, Jon Leinwohl, PE Associate, Transportation Stantec 55 Green Mountain Drive South Burlington VT 05403 Ph: (802) 864-0223 Ext. 110 Fx: (802) 864-0165 Cell: (802) 324-8626 lon.leinwohIC&stantec.com stantec.com The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. �� Please consider the environment before printing this email. 7/22/2013 Project Review Sheet — City of South Burlington I. Application # Sb - / z - 2 S— 2. Street address & Project Name L a q f O fl) "6 /eC%L�'eti�Gr 3. Type of Review P(6 / 4. DRB initial meeting date 5. Lead Planning staff person to perform review 6. Second staff reader. 7. Other departments to Review: Additional Dates: (o Staff person responsible Fire: Y N Date Provided: -/0-13 Date review needed back: DPW: / N Date Provided: '/0'/-3 Date review needed back: 8. Meeting with applicant on questions? 9. Staff notes complete by: Last revised 6/3/2013 ray "' Page 1 of 2 From: Leinwohl, Jon Don.leinwohl@stantec.com] Sent: Tuesday, May 21, 2013 2:57 PM To: ray Cc: Robert McEwing; Heather Kendrew (hkendrew@btv.aero); Gene Richards (grichards@btv.aero); Nick Warner (NWarner@burlingtonvt.gov) Subject: FW: Vermont Aviation Center Preliminary Plat Application #SD-12-25 - Request for Hearing Continuance Ray, As I mentioned to you in our phone conversation last week, the Airport is continuing to work through issues referenced in the a -mails below and estimates it will likely be late July before these are resolved. Consequently, it is hereby requested that the DRB hearing continuation be postponed from June 21 to early August. I will deliver a check for $50 to cover this request. Thank you, Jon From: ray [mailto:ray@sburl.com] Sent: Tuesday, April 16, 2013 3:28 PM To: Leinwohl, Jon Subject: RE: Vermont Aviation Center Preliminary Plat Application #SD-12-25 - Request for Hearing Continuance Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sboathtosustainabilitv.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Leinwohl, Jon [_mailto:ion.leinwohl(abstantec com] Sent: Tuesday, April 16, 2013 3:09 PM To: ray Cc: Robert McEwing; Heather Kendrew (hkendrew(&btv.aero); Nick Warner (NWarner(abci.burlington vt us) Subject: RE: Vermont Aviation Center Preliminary Plat Application #SD-12-25 - Request for Hearing Continuance Ray, The Airport is requesting further continuance of the DRB hearing for the above referenced project which is presently scheduled for May 7th. This continuation request is related to resolving issues noted in the e-mail below. We will hand deliver a check for $50 to cover the fee for continuing the hearing. Thank you, Jon Leinwohl 5/21/2013 l Page 2 of 2 From: Leinwohl, Jon Sent: Wednesday, February 20, 2013 12:55 PM To: Ray Belair (rbelair(&sburl.com) Cc: Robert McEwing; Heather Kendrew (hkendrew2btv.aero); Nick Warner (NWarner ci.burlington.vt.us) Subject: Vermont Aviation Center Preliminary Plat Application #SD-12-25 - Request for Hearing Continuance Ray, As discussed in our phone conversation this morning, the Airport is hereby requesting a continuation of the DRB hearing for the referenced application which is presently scheduled for March 5. This request is related to addressing the DRB's comments regarding tree cutting associated with the proposed Eagle Drive parking lot construction. An alternative site is being considered for the proposed Eagle Drive parking lot; however, there are issues to be resolved regarding the viability of this alternative. It is anticipated the Airport will be prepared to continue the hearing at the DRB's May 7th meeting. I will drop off a check for $50 to cover the fee for continuing the hearing. Thank you, Jon Leinwohl, PE Associate, Transportation Stantec 55 Green Mountain Drive South Burlington VT 05403 Ph: (802) 864-0223 Ext. 110 Fx: (802) 864-0165 Cell: (802) 324-8626 ion leinwohl(Wstantec.com stantec.com The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. Please consider the environment before printing this email. 5/21/2013 Transmittal Stantec Consulting Services Inc. 55 Green Mountain Drive South Burlington VT 05403 Tel: (802) 864-0223 Fax: (802) 864-0165 To: Ray Belair From: Jon Leinwohl, P.E. Company: City of South Burlington ❑ For Your Information Address: 575 Dorset Street X As Required South Burlington VT 05403 ❑ For Your Review Phone: (802) 846-4106 ❑ As Requested Date: April 16, 2013 File: 195310583 Delivery: Hand Delivery Reference: Burlington International Airport Vermont Aviation Center DRB Hearing Continuance Request Attachment: Copies Doc Date Description 1 4/16/2013 Copy of e-mail requesting DRB Hearing continuance 1 4/16/2013 Check for $50 to cover fee for Hearing continuance STANTEC CONSULTING SERVICES INC. Jon Leinwohl, P.E. Associate, Transportation Tel: (802) 864-0223 Fax: (802) 864-0165 ion. lei nwohlna stantec.com cc. Heather Kendrew & Bob McEwing, BTV Stantec File One Team. Infinite Solutions. V:\1953\active\195310583\transportation\permits\South Burlington\Final Plat\SB Hearing Continuance Check Transmittal.doc .nwohl, Jon From: Leinwohl, Jon Sent: Tuesday, April 16, 2013 3:09 PM To: Ray Belair (rbelair@sburl.com) Cc: 'Robert McEwing'; Heather Kendrew (hkendrew@btv.aero); Nick Warner (NWarner@ci.burlington.vt.us) Subject: RE: Vermont Aviation Center Preliminary Plat Application #SD-12-25 - Request for Hearing Continuance Ray, The Airport is requesting further continuance of the DRB hearing for the above referenced project which is presently scheduled for May 7th. This continuation request is related to resolving issues noted in the e-mail below. We will hand deliver a check for $50 to cover the fee for continuing the hearing. Thank you, Jon Leinwohl From: Leinwohl, )on Sent: Wednesday, February 20, 2013 12:55 PM To: Ray Belair (rbelair(a)sburl.com) Cc: Robert McEwing; Heather Kendrew (hkendrew0)btv.aero); Nick Warner (NWarner@)ci.burlington.vt.us) Subject: Vermont Aviation Center Preliminary Plat Application #SD-12-25 - Request for Hearing Continuance Ray, As discussed in our phone conversation this morning, the Airport is hereby requesting a continuation of the DRB hearing for the referenced application which is presently scheduled for March 5. This request is related to addressing the DRB's comments regarding tree cutting associated with the proposed Eagle Drive parking lot construction. An alternative site is being considered for the proposed Eagle Drive parking lot; however, there are issues to be resolved regarding the viability of this alternative. It is anticipated the Airport will be prepared to continue the hearing at the DRB's May 71h meeting. I will drop off a check for $50 to cover the fee for continuing the hearing. Thank you, Jon Leinwohl, PE Associate, Transportation Stantec ., i".'.. S ;� ail E.s t✓' F,: : „ ib54 vz,"D 32 r 6 i ion.leinwohl@stantec.com stantec.com The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. Please consider the environment before printing this email. Page 1 of 1 ray From: Leinwohl, Jon Don.leinwohl@stantec.com] Sent: Tuesday, April 16, 2013 3:09 PM To: ray Cc: Robert McEwing; Heather Kendrew (hkendrew@btv.aero); Nick Warner (NWarner@ci.burlington.vt.us) Subject: RE: Vermont Aviation Center Preliminary Plat Application #SD-12-25 - Request for Hearing Continuance Ray, The Airport is requesting further continuance of the DRB hearing for the above referenced project which is presently scheduled for May 7th. This continuation request is related to resolving issues noted in the e- mail below. We will hand deliver a check for $50 to cover the fee for continuing the hearing. Thank you, Jon Leinwohl From: Leinwohl, Jon Sent: Wednesday, February 20, 2013 12:55 PM To: Ray Belair (rbelair@sburl.com) Cc: Robert McEwing; Heather Kendrew (hkendrew@btv.aero); Nick Warner (NWarner@ci.burlington.vt.us) Subject: Vermont Aviation Center Preliminary Plat Application #SD-12-25 - Request for Hearing Continuance Ray, As discussed in our phone conversation this morning, the Airport is hereby requesting a continuation of the DRB hearing for the referenced application which is presently scheduled for March 5. This request is related to addressing the DRB's comments regarding tree cutting associated with the proposed Eagle Drive parking lot construction. An alternative site is being considered for the proposed Eagle Drive parking lot; however, there are issues to be resolved regarding the viability of this alternative. It is anticipated the Airport will be prepared to continue the hearing at the DRB's May 7th meeting. I will drop off a check for $50 to cover the fee for continuing the hearing. Thank you, Jon Leinwohl, PE Associate, Transportation Stantec 55 Green Mountain Drive South Burlington VT 05403 Ph: (802) 864-0223 Ext. 110 Fx: (802)864-0165 Cell: (802) 324-8626 ion. lei nwohle.stantec.com stantec.com The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. Please consider the environment before printing this email. 4/16/2013 Leinwohl, Jon From: Leinwohl, Jon Sent: Wednesday, February 20, 2013 12:55 PM To: Ray Belair (rbelair@sburl.com) Cc: Robert McEwing; Heather Kendrew (hkendrew@btv.aero); Nick Warner (NWarner@ci.burlington.vt.us) Subject: Vermont Aviation Center Preliminary Plat Application #SD-12-25 - Request for Hearing Continuance Ray, As discussed in our phone conversation this morning, the Airport is hereby requesting a continuation of the DRIB hearing for the referenced application which is presently scheduled for March 5. This request is related to addressing the DRB's comments regarding tree cutting associated with the proposed Eagle Drive parking lot construction. An alternative site is being considered for the proposed Eagle Drive parking lot; however, there are issues to be resolved regarding the viability of this alternative. It is anticipated the Airport will be prepared to continue the hearing at the DRB's May 7th meeting. I will drop off a check for $50 to cover the fee for continuing the hearing. Thank you, Jon Leinwohl, PE Associate, Transportation Stantec 55 Green Mountain Drive South Burlington VT 0540:3 Ph: (802) £364-0223 Ext. '110 Fx: (802) 664-0165 Cell: (802) 324-8626 0on.leinwohl @stantec.com stantec.com The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. Please consider the environment before printing this email. To: Justin Rabidoux Cc: Cathyann LaRose; ray Subject: RE: Vermont Aviation Center Thanks, Justin. Paul Conner, AICP, MCIP Director of Planning & Zoning City of South Burlington South Burlington, VT 05403 Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise mode confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Justin Rabidoux Sent: Monday, February 04, 2013 11:01 AM To: Paul Conner Subject: FW: Vermont Aviation Center From: Tom Dipietro Sent: Monday, February 04, 2013 9:55 AM To: Justin Rabidoux (irabidouxC&sburl.com) Subject: Vermont Aviation Center Justin, 2/4/2013 Page 2 of 2 Below are my comments on the Vermont Aviation Center plans prepared by Stantec dated 00/00/00 and last revised on 9/21/12. 1. The plan set does not contain an "existing conditions" sheet. 2. The plans indicate that the project will disturb greater than 1 acre of land. Therefore, this project will need a construction stormwater permit (3-9020 or individual permit) from the State of Vermont DEC Stormwater Division. Obtaining this permit should be a condition of approval for the project. 3. How much new impervious area does the project create? Will the project be required to obtain a State of Vermont stormwater permit, or modify one of the Airport's existing stormwater permits? If a State stormwater permit is required, the DRB should make obtaining this permit a condition of approval for the project. 4. The final decision should require that hydrologic modeling be submitted to the Department of Public Works so that this information can be incorporated into the City's watershed modeling. 5. How will rooftop runoff from the proposed Vermont Aviation Center be connected to the proposed drainage system? 6. Will the storm drain structure and pipe near station 1+40 on the new road be removed? If not, could runoff reaching this storm drain be directed to treatment in the proposed bio-retention area and/or detention area? 7. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance structures on -site. 8. Per section 12.03.F(1) of the City's Land Development Regulations, the final decision should require the submission of record drawings showing pipe invert elevations, drainage structure rim elevation, pipe material, and final grading. -Tom Thomas J. DiPietro Jr. Deputy Director Department of Public Works 104 Landfill Road South Burlington, VT 05403 Phone: (802) 658-7961 x108 Email: TdipietroQsburl.com Web Site: www.sburi.com Twitter: @SBPubWorks Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which maybe inspected by any person upon request, unless otherwise made confidential by law. Ifyou have received this message in error, please notify us immediately by return email. Thank you for your cooperation. 2/4/2013 Leinwohl, Jon From: ray <rbelair@sburl.com> Sent: Thursday, January 10, 2013 9:04 AM To: Leinwohl, Jon Subject: RE: Vermont Aviation Center Preliminary Plat Application #SD-12-25 - Request for Hearing Continuance Hi Jon, I spoke to Paul about the $50 fee for the continuation request and he indicated that this fee would have to be paid before the meeting. Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburi.com From: Leinwohl, Jon[mailto:ion. leinwohl(&stantec.com] Sent: Wednesday, January 09, 2013 3:25 PM To: ray Cc: Robert McEwing; Heather Kendrew (hkendrew btv.aero); Nick Warner (NWarnerCc ci.burlington.vt.us) Subject: Vermont Aviation Center Preliminary Plat Application #SD-12-25 - Request for Hearing Continuance Ray, As discussed in our phone conversation this afternoon, the Airport is hereby requesting a continuation of the DRB hearing for the referenced application which is presently scheduled for January 15 to a date convenient for the Board in mid -February or later. This request is associated with addressing the DRB's comments regarding mitigating impacts from the proposed parking lot construction. Thank you, Jon Leinwohl, PE Associate, Transportation Stantec RMEMEEM The content of this email is the confidential property of Stantec and should not be copied, modified, retransmitted, or used for any purpose except with Stantec's written authorization. If you are not the intended recipient, please delete all copies and notify us immediately. Fit'•"y`!E elirl:")n€i"en: N� £'mali, b4do V6Ljvae o Ta 40. t CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: December 13, 2012 \drb\staffcomments\ 2012\ SD Application received: September 28, 2012 _12_25_EagleDrive_BurlingtonAviationTech_preliminary BURLINGTON INTERNATIONAL AIRPORT— EAGLE DRIVE PRELIMINARY PLAT PLAN APPLICATION #SD-12-25 #4 Meeting Date: December 18, 2012 Owner/Applicant City of Burlington Burlington International Airport 1200 Airport Drive /31 South Burlington, VT 05403 Engineer Stantec Consulting 55 Green Mountain Drive South Burlinqton, VT 05403 Location Map Contact Person Heather Kendrew Burlington International Airport 1200 Airport Drive /31 South Burlington, VT 05403 PropertV Information Tax Parcel 2000-000OC Airport Industrial Zoning District Please note: The above aerial photo may not accurately reflect the current conditions of the lot in I question. This photo is for relative location on y. CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2012\ SD_12_25_EagleDrive_BurlingtonAviationTech_prelim PROJECT DESCRIPTION City of Burlington/Burlington International Airport, hereafter referred to as the applicant, is requesting preliminary plat approval for a planned unit development to construct a 30,938 sq. ft. building to accommodate the Burlington Aviation Technical Center and the Vermont Flight Academy (personal instruction), 10 Eagle Drive. The application was reviewed at the sketch plan level on April 3, 2012 (meeting minutes attached). COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on September 28, 2012 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Given the hundreds of acres on the site, even the additional 23,600 square feet of building footprint will not affect even a fractional percentage of impervious coverage. As such, the property's adherence to the dimensional requirements of the district will not change. The City has previously accepted that this lot is extremely large and has not been fully surveyed. It is our full expectation that this site is below coverage limitations. There is a great deal of undeveloped land and buffer to surrounding residential properties. The proposed height of the building is addressed below in this report. The applicant is requesting a building height of 42 feet. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The Director of Public Works has not yet reviewed the plans and has stated that he does not anticipate any issues and will do so at the final plat level. 1. The City of South Burlington Public Works Department shall review the plans for the subject project, prior to preliminary plat approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2012\ SD_12_25_EagleDrive_BurlingtonAviationTech_prelim 2. The applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The applicant has included sufficient site grading and erosion control plans as part of the preliminary plat application. 3. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject building is proposed via a connects to Aviation Avenue, also a private road. finds need to transition this to a public road. curb cut from Eagle Drive, a private road which Neither the staff nor the Director of Public Works As the street is not a thru-street, the applicant is proposing a turning circle with a small island. Staff only notes that the Fire Chief should review this to ensure that they have adequate room for maneuvering of fire engines. The City Engineer will review impact of traffic and turning movements at the intersection of Aviation Ave and Williston Road at the final plat level. The applicant has submitted a traffic impact and access study as part of this application but it has not yet been reviewed by the City Engineer or, if requested by the Board, a third party technical consultant. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The plan references some areas of wetlands located on the site, which are not impacted. The development is located outside of the wetland buffer as well. The plans depict a line of landscaping along the edge of the wetland for delineation. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. Per section 6.03 of the South Burlington Land Development Regulations, "in areas proximate to the Airport, an Airport Industrial AIR -I District is established to provide sufficient land area for the Vermont Air National Guard and Airport -related uses, support facilities, and commercial activities that may be incompatible with general residential or commercial uses. The standards and regulations for the Airport Industrial District recognize the importance of these facilities and uses to the operation of the City and regional economies while providing appropriate setbacks and buffering to offset their impacts on adjacent land uses. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2012\ SD_12_25_EagleDrive_BurlingtonAviationTech_prelim Staff finds that the proposed use and design of the project meets this criterion. The proposed use is directly related to continued support of aviation advancement, and is not expected to adversely impact any surrounding lands or zoning districts. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The project respects the existing wetlands and wetland buffers. The sum of the lands owned by the airport exceed hundreds of acres and there remains a substantial percentage of lands which remain undeveloped. The Stormwater Superintendent shall review the plans for stormwater management controls and assess whether there is any expected impact on stream buffer areas. 4. The City Stormwater Superintendent shall review the plans and provide comments prior to final plat approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The subject building parcel is surrounded on all sides by land owned by the same applicant. The applicant is proposing to have gated access for airport -owned vehicles only to the land to the east (near the quarry). Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff has already noted that the City Engineer shall review the plans and provide comments prior to approval of the final plat application. 5. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff has already stated that the proposed development of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations anv PUD shall require site Plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2012\ SD_12_25_EagleDrive_BurlingtonAviationTech—Prelim The applicant is proposing some parking adjacent to the building, as well as a remote parking area slightly down the hill. The adjacent parking area is connected via a concrete walkway, and the remote parking area is connected via a shared use path. The shared use path connects all the way to Aviation Avenue as well. Based on 30,938 square feet of personal instruction use, the proposed building will require 2 parking spaces per employee. The applicant shall notify staff of the number of employees. 6. The applicant shall notify staff of the number of employees expected at the facility to best address parking needs. Chapter 14.06 of the South Burlington Land Development Regulations states the following: Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re- used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (u) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all parking areas located to the side of building(s) at the building line shall not exceed one half of the width of all building(s) located at the building line. Parking approved pursuant to 14.06(B)(2)(b) shall be exempt from this subsection. (d) For through lots, parking shall be located to the side of the building(s) or to the front of the building adjacent to the public street with the lowest average daily volume of traffic. Where a lot abuts an Interstate or its interchanges, parking shall be located to the side of the building(s) or to the front adjacent to the Interstate. Parking areas adjacent to the Interstate shall be screened with sufficient landscaping to screen the parking from view of the Interstate. The proposed building and parking areas are serviced via a private road and as such these standards do not apply. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is shown on the plans. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2012\ SD_12_25_EagleDrive_BurlingtonAviationTech_prelim Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The height of the proposed building is 42 feet, which exceeds the 35' height maximum for the City. Therefore, the applicant is requesting a height waiver of 7 feet. The Board previously considered this request and stated they would be amendable to a height waiver. 7. The Board grants the applicant's request for a height waiver of 7 feet for a total building height of 42 feet. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted architectural elevations as part of the preliminary plat review. The Board reviewed these in relation to this criterion and previously stated they found them to be in compliance. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant has submitted architectural elevations as part of the sketch plan review. The Board reviewed these in relation to this criterion and previously stated they found them to be in compliance. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not find the reservation of any additional land is warranted as part of this application. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2012\ SD_12_25_EagieDrive_BurlingtonAviationTech_prelim All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans show a proposed dumpster with enclosure. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans show snow storage areas for the subject property. The applicant has submitted landscaping plans as part of the preliminary plat plan application. However, the city arborist has not yet been able to review the plans and will do so prior to final plat approval. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. 8. The applicant shall submit a landscape plan and budget in compliance with Section 13.06 of the SBLDR as part of the final plat plan application. 9. The applicant should submit estimated construction costs with the final plat application, so that the exact minimum landscaping requirement can be determined. The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows some proposed landscaping on the interior of the proposed parking area. However, the applicant should submit additional information to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. 10. The applicant should submit additional information, with the final plat application, regarding the landscaping in the interior of the proposed parking area, to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. Other CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2012\ SD_12_25_EagleDrive_BurlingtonAviationTech_prelim Barbed Wire The applicant has stated that they will be extending the use of barbed wire from an existing secure area of the airport. The applicant shall demonstrate need for the barbed wire based on Homeland Security or FAA requirements and submit this as part of the final plat application. A separate plan sheet should also be included which clearly identifies the location of the proposed and existing barbed wire. 11. The applicant shall demonstrate need for the barbed wire based on Homeland Security or FAA requirements and submit this as part of the final plat application. A separate plan sheet should also be included which clearly identifies the location of the proposed and existing barbed wire. Ground Mounted HVAC Units 12. The final plat plans shall show all ground mounted HVAC units, generators, and utility cabinets. Respectfully submitted, Cathyann LaRose, AICP, City Planner CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 30th day of November, 2012, a copy of the foregoing public notice for Preliminary Plat Application #SD-12-25, of City of Burlington/Burlington International Airport, Planned Unit Development to construct a 30,938 sq. ft. building to accommodate the Burlington Aviation Technical Center and the Vermont Flight Academy was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: See attached list. Dated at South Burlington, Vermont, this 30th day of November, 2012. Printed Name: Jon Leinwohl Phone number and email: 802-864-0223; ion.leinwohl(a)stantec.com Signature: Date: November 30, 2012 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 3000 WILLISTON RD LLC 6065 WILLISTON RD LLC A & C REALTY LLC c/o Frederic Lowea c/o Omega Electric Construction 1852 Texas Hill Rd 3069 Williston Rd Hinesburg, VT 05461 So. Burlington, VT 05403 25 Omega Drive Williston, VT 05495 ADAMS PAUL G 1215 Airport Pkwy So. Burlington, VT 05403 ARRANTS STEPHEN P JR 137 Country Club Dr Easy So. Burlington, VT 05403 AUDETTE ROBERT J TRUSTEE AUDETTE ANNE W TRUSTEE 41 Peterson Terrace So. Burlington, VT 05403 AYER PATRICK BRIAN MASLACK AYER TERESE PO Box 9451 So. Burlington, VT 05407 BELTER JOHN H JR & JOYCE N 2 Country Club Dr East So. Burlington, VT 05403 ADAMS RONALD C & RUTH A 1083 Airport Drive So. Burlington, VT 05403 ASHTON THERESA & MICHAEL 1195 Airport Drive So. Burlington, VT 05403 AUTOMASTERS MOTOR CO INC Route 7 Shelburne, VT 05482 BARNIER SCOTT & BARBARA 20 Jackson Street Essex Jct, VT 05452 BERGER RUSSELL G III 615 Airport Pkwy So. Burlington, VT 05403 AIRPORT REALTY FBO AVCENTER 1130 Airport Drive So. Burlington, VT 05403 ATLANTIC TELEMETRY INC PO Box 1660 Williston, VT 05495 AVIATRON INC (US) 25 Customs Drive So. Burlington, VT 05403 BARRY BRUCE 1907 Williston Rd So. Burlington, VT 05403 BLOW MALCOM D & REBECCA J 449 White Street So. Burlington, VT 05403 BOARDMAN WILLIAM M & CYNTHIA D BOUFFARD MARGARET M, PATRICK C, 42 Logwood Street JOSEPH N BRESNAHAN PHILLIP W III & KARE So. Burlington, VT 05403 65 Dumont Ave 21 Butler Drive So. Burlington, VT 05403 So. Burlington, VT 05403 BRUECKNER ROBERT D & ROSEMARIE 451 White Street So. Burlington, VT 05403 BURT RUSSELL & KAREN L 141 Country Club Dr East So. Burlington, VT 05403 BRUSOE ALAN L SOUTIERE ANN M. 11 Mayfair Street So. Burlington, VT 05403 CALKINS FAMILY LIMITED PARTNERSHIP 1835 Spear Street So. Burlington, VT 05403 BURLINGTON CITY OF HERTZ CORP 225 Brae Boulevard Park Ridge, NJ 07656 3069 WILLISTON ROAD LLC 3069 Williston Rd So. Burlington, VT 05403 CALKINS FAMILY LIMITED PARTNERSHIP CAMPION PAUL R CARTER RICHARD G 1835 Spear Street PO Box 9413 135 Airport Pkwy So. Burlington, VT 05403 So. Burlington, VT 05407 So. Burlington, VT 05403 CHASE THOMAS E CHOINIERE PROPERTIES LLC CITY OF BURLINGTON 29 Berard Dr 17 Harbor Watch Rd 1200 Airport Drive #1 So. Burlington, VT 05403 Burlington, VT 05401 So. Burlington, VT 05403 CLIFTON DAVID L & MARY W PO Box 9476 So. Burlington, VT 05407 DEFORGE GARY J 32 Dumont Ave So. Burlington, VT 05403 DESARNO DAVID C TRUST 4 Ladd Point Rd Grand Isle, VT 05458 EMMONS ROGER A & ANNA M 1085 Airport Dr So. Burlington, VT 05403 FEDERAL EXPRESS CORP PROPERTY TAX DEPARTMENT 3630 Hacks Cross Rd, Bldg C 3`d FL Memphis, TN 38125-8800 FONTAINE PAUL A & KIMBERLY A 133 Country Club Dr East So. Burlington, VT 05403 GIRARD DANIEL E 11 Heath Street So. Burlington, VT 05403 HOBBS JAMES E & SHERRIE L 16 Logwood Street So. Burlington, VT 05403 DALTON WILLIAM D 1383 Airport Dr So. Burlington, VT 05403 DEGRECHIE PAUL R & MICHELLE M 199 Kirby Rd So. Burlington, VT 05403 DOERING ROBERT W & LORRIE M 1089 Airport Dr So. Burlington, VT 05403 ENTERTAINMENT UNLIMITED LLC 20 Bisbee Rd Vergennes, VT 05491 FELBER MICHAEL 22 Logwood Street So. Burlington, VT 05403 GARNEAU RYAN & KATHRYN 34 Logwood Street So. Burlington, VT 05403 HENNIGAR HOLDINGS LLC 805 East Hillsboro Boulevard Deerfield Beach, FL 33441 INVESTORS CORP OF VT 30 Main Street, Suite 401 Burlington, VT 05407 DEEDS EDWARD A Converse Bay Rd Charlotte, VT 05407 DEMERS DENNIS R 958 Webster Rd Shelburne, VT 05482 DUHAMEL YVETTE 1 30 Logwood Street So. Burlington, VT 05403 FARGNOLI ASSOCIATES LLC 485 Kimberly Drive Melbourne, FL 32940 FOLEY JOHN F & JOAN B 60 Dumont Ave So. Burlington, VT 05403 GARVEY EDWARD W & PATRICIA G 44 Dumont Ave So. Burlington, VT 05403 HENRY MAUREEN C C/O THE MEDICAL STORE LTD 1225 Airport Parkway So. Burlington, VT 05403 JACKSON SAMUAL 37 Dumont Ave So. Burlington, VT 05403 JAQUES BRIAN L & LISA A JOST INVESTEMNTS LLC JTG HOLDINGS LLC II 137 Birch Court 69 College Street 272 Windmill Bay Shelburne, VT 05482 Burlington, VT 05408 Burlington, VT 05401 KELESTURA DZEVAD & SAMIRA KINVILLE PETER A & DONNA S KRUGER REBECCA B, DOUGLAS B 13 Dumont Ave 11 South Henry Ct. 1233 Airport Drive So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 LNPINC 25 Omega Drive Williston, VT 05495 LAPLANTE BERNARD J 1181 Airport Dr So. Burlington, VT 05403 LOSO HARRY J & DIANE M 53 Maryland Street So. Burlington, VT 05403 METHOT DAVID F & RACHEL V 57 Dumont Ave So. Burlington, VT 05403 LACEYS INC. 2000 Williston Rd So. Burlington, VT 05403 LEISURE WORLD INC 1245 Airport Pkwy So. Burlington, VT 05403 MAILLE GEORGE A JR & CHARLENE 38 Logwood Street So. Burlington, VT 05403 MOFFATT MARK A 1253 Airport Drive So. Burlington, VT 05403 LANDVATER DARRYL V OLIVER WIGHT CO 85 Allen Martin Dr Essex Jct., VT 05407 LNP INC 300 Cornerstone Drive Williston, VT 05495 MANAZIR THEODORE & CHRISTINA 129 Country Club Dr East So. Burlington, VT 05403 MOVABLE PEAKS 14 Berard Dr So. Burlington, VT 05403 MUNSON EARTH MOVING CORP MUNSON RANDALL G O'BRIEN DANIEL J & LEO J JR C/O SOUTH BURLINGTON REALTY CO C/O SOUTH BURLINGTON REALTY CO C/O R. L. VALLEE INC. PO Box 2204 PO Box 2204 280 Main Street So. Burlington, VT 05407 So. Burlington, VT 05407 St. Albans, VT 05478 O'BRIEN DANIEL J & LEO J JR OLTEANU FLORIN & SVETLANA PALMER ALAN D & CHRISTINE L PO Box 2184 1 Elizabeth Street 5576 Dorset Street So. Burlington, VT 05407 Shelburne, VT 05482 Shelburne, VT 05482 PALMER ALAN D & CHRISTINE L 5576 Dorset Street Shelburne, VT 05482 PMP REALTY LLC PO Box 600 Gardiner, ME 04345 PICKERING RODNEY A 19404 North 41h Drive Phoenix, AZ 95027 PROULX GERARD E & SUSAN F 1155 Airport Dr So. Burlington, VT 05403 PIERCE SANDRA M 72 Dumont Ave So. Burlington, VT 05403 RDT AVIATION, INC C/O TOM WEAVER 25 Pinecrest Dr Essex Jct., VT 05452 ROBAR PAUL L JR & WANDA ROBERT SCOTT LLC ROCHFORD CHRISTOPHER & PO Box 5190 PO Box 615 REBECCA S Burlington, VT 05401 Manchester, ME 04351 47 Maryland Street So. Burlington, VT 05403 ROONEY WALDEN J & DARLA A RUSSELL JOHN A & LYNN A S M S REALTY PARTNERSHIP 5 Mountain View Blvd 1161 Williston Rd 4016 Williston Rd So. Burlington, VT 05403 So. Burlington, VT 05403 SO. Burlington, VT 05403 SCRIGGINS GENEVA B 420 White Rd So. Burlington, VT 05403 SHAND ROBERT M & LYNDA A 5 Ethan Allen Dr. So. Burlington, VT 05403 SHEPARD GARY F & BETTY 1 Patrick Street So. Burlington, VT 05403 SEAFOX INC 443 Governors Lane Shelburne, VT 05482 SHELBURNE SHIPYARD PO Box 610 Shelburne, VT 05482 JOAN SHIP SEVIN LLC C/O KEVIN SPILLANE 334 Tamarack Shores Shelburne, VT 05482 ST JOHN VIANNEY HOME ASSN C/O KNIGHTS OF COLUMBUS PO Box 9214 So. Burlington, VT 05407 SZWAJA MARIAN & SOPHIE TRUST 1 Butler Drive So. Burlington, VT 05403 TILLEY FRANCES R 1141 Airport Drive So. Burlington, VT 05403 SUBURBAN VT PROPERTY ACQUISITIONS LLC 240 Route 10 West Whippany, NJ 07981 TATRO SAM E SR & ALBERTA M 38 Dumont Ave So. Burlington, VT 05403 TIMBERLAKE ASSOCIATES WALTER E SIMENDINGER 32 San Remo Drive So. Burlington, VT 05403 WETHERBEE WILLIAM F & MICHAEL W WILLARD MALCOLM 467 Depot Rd 699 Nob Hill Rd Colchester, VT 05446 Williston, VT 05495 WOOD WARREN W & EVELYN R WRIGHT WILLIAM G & LORETTA M 35 Crescent Beach Drive 11 Dumont Ave Burlington, VT 05708 So. Burlington, VT 05403 SHAND ROBERT M 5 Ethan Allen Dr So. Burlington, VT 05403 SHELBURNE SHIPYARD PO Box 610 Shelburne, VT 05482 SPRANO ROBERTA M 392 White Street So. Burlington, VT 05403 SWEET LEIGH M & ELLEN F 148 Country Club Dr East So. Burlington, VT 05403 THIBAULT LEONARD E THIBAULT DOROTHY F 1184 Reynolds Rd St. Albans, VT 05478 TRI-D III LLC 156 Acorn Lane, Suite 109 Colchester, VT 05446 WILLARD MALCOLM 699 Nob Hill Rd Williston, VT 0495 TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on December 18, 2012 at 7:00 P.M. to consider the following: 1. Conditional use application #CU-12-06 of Real Charlebois to: 1) raze existing single family dwelling with a 1,724 sq. ft. footprint and construct a new single family dwelling with a 2,335 sq. ft. footprint (a 35.4% increase), and 2) install shoreline stabilization, 17 Twin Brook Court. 2. Preliminary plat application #SD-12-25 of City of Burlington/Burlington International Airport for a planned unit development to construct a 30,938 sq. ft. building to accommodate the Burlington Aviation Technical Center and the Vermont Flight Academy (personal instruction), 10 Eagle Drive. Mark Behr, Chairman South Burlington Development Review Board Copies of the application are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. November 29, 2012 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com .......... ........ .............. ........................................................ .......... . ... . .................... ............ ................................................................. .................. .............................. ............................................................................................................ Tie Other Paper www.othv_-., .. .......................................... ................ Class*fieds W. ra_ CAREGIVERS FREE. HIIGN r U b I I C daily ARTIFICIAL CHRISTMAS TREE: 6 ft. tall, Men's: will assist with non -medical needs and personal care, transportk;',,, good condition. 864-5979.*(11/21) $75.51 tion to appointments, run errandsr.R. for% + C P do light housekeeping, escort to FORSALE Sias: I New ii special events, etc. Let its help make ARMCHAIRS: Two; handcrafted in Ver- bindin PUBLIC HEARING your life safe and more manageable. mont. Unique snow pattern with rawhide SOUTH BURLINGTON DEVELOPMENT REVIEW Call us at 657-3357. seats -and backs, oak wood. Gently used. SNOW BOARD $906/ paii. 865-3959 (11/29) R14. L (11/15: BED: Captain's twin bed with headboard The South Burlington Development Review AFFORDABLE shelves and under -bed storage unit with SNOW Board will hold a public hearing in the South four drawers -and a door. Solid pine, excel- R14.-U,, Burlington City Hall Conference Room, 575 APAW17 MENTS lent condition. .$350. 859-9978. (11/29) (11115) Dorset Street, South Burlington, Vermont on Imes Senior Living December 18, 2012 at 7:00 P.M. to consider Community in South Burlington offers CRIB: Full size baby crib with mattress, fit- STROL the following: I K 2 bedroom apartments. ted sheet. Gently used, You disassemble. 1 -658-517' Relit includes all utilities. Excellent condition. $75. 862*- 2849 (11/15) 1. Conditional use application #CU-12-06 of Real Charlebois to: 1) raze existing single Optional living and health services.. DRESS SHOES AND BOOTS: Nearly new WINTI 5. Brom family dwelling with a 1.724 sq. ft. footprint Communitv tour dress shoes, size 7 1/2,; 2".heel,, in black, high wi and construct a new single family dwell- eveWednesday every navy, grey, tan, and cream. Also boots: to foot ing'with a 2,335 sq. ft. footprint (a 35.4% at 12:30 p.m. two pairs, insulated, size 7 1/2,2" heel in 5901i le increase), and 2) install shoreline stabiliza- 865-1109 black'and tan. $8 each or all for $20. 864- tion, 17 Twin Brook Court. 5979. . (11/21) wmm 2. Preliminary plat application #SD-12-25 of one wi City of Burlington/Burlington International Holiday Chorus seeking new voices forthe INFANT PLAY YARD: Graco portable in- :'R17.$Il Airport for a planned unit development to season. Join the Green Mountain Merfs fant play yard / bassinette. Used 2-3 times, construct a 30,938 sq. ft. building to accom- Chorus singing traditional holiday songs $35. 658-5775 (11/29) VEHIC modate the Burlington Aviation Technical during the November -December period. CAMPS Center and the Vermont Flight Academy Rehearsals,are Tuesday evenings from ITEM: Norman Rockwell plate "Freedom of (personal instruction), 10 Eagle Drive. 7— 9 p.m. at St. Francis Xavier school in Speech" numbered in box. $10. 497-0865 DODGI Mark Behr, Chairman Winooski. We will be singing at UMaU, tree passenE South Burlington Development Review Board ligitings, senior centers and on our Holiday cruise, Show at Vermont College in Montpelier on KITCHEN APPLIANCES: Cuisinart blend= new rea Copies of the application are available for pub- December 2nd. Comeliave some fun and get er/ food processor, excellent condition. twined a lic inspection at the South Burlington City Hall. into the spirit of season. Call the Green $ 10. Cuisinart 6-in-one grill with waffle 4 studd Participation in the local proceeding is a pre- Mountain Chorus at 802-505-9595. (11/15) -grids, used three -times, dishwasher -safe. winter. I requisite to the right to take any subsequent $40 (value $185). Large crock pot with car- put. Kel appeal. WANTED rying tote, used twice. $20. 497-1343, leave $1,850 c message. (11/29) November 29, 2012 BUNK BEDS: One set, with or without mat- NISSAP tresses.. To sell or donate. 652-7338 (11/21) LAMP: Becky Doll Lamp. 28" high w/ manyn( heavy ceramic base. Dressed in light blue window M17 M", rae P, �m flowered dress with lace andmatching blue fabric shade. Vintage lamp from Robert Interiors. $35. 497 Thomas-0865 (11/15) separatE June 201 SAAB 9 LIVING ROOM CHAIR: Swivels and re- sedan w naxate storage has- conditio 071 south PLANNING & ZONING Permit Number SD-1v` -� (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW � Preliminary ❑ Final PUD Being Requested? � Yes ❑No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) City of Burlington, Burlington International Airport 1200 Airport Drive, #1, South Burlington, VT 05403 Phone: (802) 863-2874; Fax: (802) 863-7947 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 13, Page 271 3. APPLICANT (Name, mailing address, phone and fax#) City of Burlington Burlington International Airport 1200 Airport Drive, #1, South Burlington, VT 05403 Phone: (802) 863-2874; Fax: (802) 863-7947 Burlington School District 150 Colchester Avenue, Burlington, VT 05478 Phone: (802) 864-8495; Fax: (802) 864-2147 4. CONTACT PERSONS (Name, mailing address, phone and fax #) Heather Kendrew Jon Leinwohl Burlington International Airport 1200 Airport Dr., #1, South Burlington, VT 05403 Phone: (802) 863-2874 Fax: (802) 863-7947 Stantec Consulting 55 Green Mtn Dr, So. Burlington, VT 05403 Phone: (802) 864-0223 Fax: (802) 864-0165 a. Contact email address: hkendrew btv.aero; ion.leinwohl@stantec.com 5. PROJECT STREET ADDRESS: 10 Eagle Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 2000 OOOOC 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): The proiect involves constructing a new building and associated site improvements to accommodate the Vermont Aviation Center. The Vermont Aviation Center (VAC) will be the new home for the Burlington Aviation Technology Center which is presently operates from an existing hangar located in the Burlington Airport's South Development area. The new VAC facility will also incorporate the Vermont Flight Academy, an existing flight training facility that presently operates from a hangar located immediately adjacent to the new VAC site. b. Existing Uses on Property (including description and size of each separate use): The proposed building site will be located in the vacant area between the Valley West Apron and Class 2 wetland. This open area was previously filled as part of the South End Development project and is intended to be used for aviation related development. The areas where the remote vehicle parking lot and associated storm water treatment facilities will be located off of Eagle Drive are presently roadside slopes and grassed or partially wooded areas. c. Proposed Uses on property (include description and size of each new use and existing uses to remain) : The proposed use of the property is for construction of the VAC facility. The project consist of the following: Phase 1 includes a new 30,938 gross square foot building. The westerly portion of the building will consist of hangar space for aircraft that will be worked on by students. The easterly portion of the building will be a two-story architect designed structure. This space will be used for classrooms, shop areas avionics room faculty/staff offices flight school briefing rooms, break area, and an auditorium The building will have direct access to the Valley West Apron which is an existing aircraft parking apron. Phase 1 will also include constructing 500 linear feet of new access road from Eagle Drive to the building site; 49 parking spaces adjacent to the building (including 5 handicap accessible spaces); 1,400 linear feet of 8 inch sanitary sewer line; 815 linear feet of 12 inch water line; a storm water treatment system; and 725 linear feet of 5 foot wide sidewalk connecting the existing sidewalk on Aviation Avenue with the building site. Phase 2 will include constructing a remote parking area on the northerly side of Eagle Drive to accommodate an additional 66 vehicles. Approximately 225 linear feet of 5 foot wide sidewalk will be constructed from the northerly side of the lot to the sidewalk along Eagle Drive. A stormwater treatment system for the 66 car parking lot will also be constructed in Phase 2, as well as landscaping in and around the lot. d. Total building square footage on property (proposed buildings and existing buildings to remain): The proposed buildin will be 30,938 gross s uare feet includes ground level second floor and mezzanine • no other buildings are in the project area. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 42 feet; 2 floors (includes ground level, second floor and 2 Subdivision Application Form. Rev. 12-2011 mezzanine f. Number of residential units (if applicable, new units and existing units to remain): NA g. Number of employees (existing and proposed, note office versus non -office employees): There are Burlington Aviation Technical Center presently employees 5 persons and the Vermont Flight Academy employees 15 persons. (Please see Traffic Impact and Access Study, page 4.17-4.18) h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): The proposed building will have direct access to the Valley West Apron which is a secure portion of the Airport enclosed by 8' high chain link fence topped with three strands of barbed wire. To maintain this secure perimeter within the project area, this 8' high chain link fence topped with three strands of barbed wire will be connected directly to the new building. New sections of this fencing with barbed wire will be constructed as part of the project. i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. The proposed building and all associated land will be fully owned by the City of Burlington Burlington International Airport. There will be no ground lease agreements for this project. 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 942 acres / 41,033,520 sf (acres /sq. ft.) b. Building Coverage: Existing Unknown square feet Unknown % Proposed 23,600 square feet Unknown % c. Overall Coverage (building, parking, outside storage, etc): Existing Unknown square feet Unknown % Proposed 112,820 square feet Unknown % d. Front Yard Coverage(s) (commercial projects only): Existing Unknown square feet Unknown % Proposed No Change square feet 0 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? Yes ❑ No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers 3 Subdivision Application Form. Rev. 12-2011 (describe) 5,425 sf of the 50' w-Jand buffer will be affected by the pro,.ised construction. This is a temporary impact associated with installation of the gravity sewer line along the southerly side of Eagle Drive. c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. The Class II Wetland limits and 50' wetland buffer can be found on the Grading and Drainage Plan GP1 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) The Vermont Agency of Natural Resources, Department of Environmental Conservation issued Individual Wetland Permit File #2011-134 for this proposed wetland buffer impact on August 29 2011. A copy of the permit is included with this application. 10. AREA DISTURBED DURING CONSTRUCTION: 22,662 SQ. FT. * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. Construction General Permit 3-9020, authorization of Notice of Intent #3028-9020.4 was issued for this project on November 7 2011 A copy of the permit is included with this application Subdivision Application Form. Rev. 12-2011 E 11. COST ESTIMATES a. Building (including interior renovations): $ $5,435,000 b. Landscaping: $ 61,850 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) _$1,430,000 for roads, sewer lines, water lines, stormwater treatment systems, and miscellaneous site improvements. 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): _A Traffic Impact and Access Study has been prepared for the project and is included with this application 13. PEAK HOURS OF OPERATION: Please refer to the Traffic Impact and Access Study for the 14. PEAK DAYS OF OPERATION: Please refer to the Traffic Impact and Access Study for the nroiect. 15. ESTIMATED PROJECT COMPLETION DATE: Phase 1: 2013 (tentative, depending on project funding); Phase 2: upon reaching year 4 enrollment projections 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. C- D NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. Subdivision Application Form. Rev. 12-2011 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APP ANT (Burlington International Airport) `SIGNATIURt APPLICANT (Burlington School District) SIGNATURE OF PROrERTY OWNER (City of Burlington, Burlington International Airport) NAME Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: eco7m;:1e;> Incomplete Subdivision Application Form. Rev. 12-2011 } The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Subdivision Application Form. Rev. 12-2011 Transmittal Stantec Consulting Services Inc. 55 Green Mountain Drive South Burlington VT 05403 Tel: (802) 864-0223 Fax: (802) 864-0165 Stang To: Ray Belair Company: City of South Burlington Address: 575 Dorset Street South Burlington VT 05403 Phone: (802) 846-4106 Date: September 26, 2012 File: 195310583 Delivery: Hand Delivery Reference: Attachment: From: Jon Leinwohl, P.E. ❑ For Your Information X For Approval ❑ For Your Review ❑ As Requested Burlington International Airport Vermont Aviation Center Application for Preliminary Plat Review Copies Doc Date Description 1 Application for Preliminary Plat Review 5 9/21/12 Full Size Plans 1 9/21/12 11"x17" Reduced Size Plans 1 9/25/12 Plant Material List and Cost Estimate prepared by Michael Lawrence 1 11/07/11 Construction General Permit 1 8/29/11 Individual Wetland Permit 5 6/02/11 Traffic Impact and Access Study 1 9/26/12 CD with PDF of Plans Ray — the attached application requests Preliminary Plat approval for the proposed Aviation Technical Center at the Airport. As we have discussed, the Sketch Plan for this project was heard at the April 3, 2012 DRB meeting, so this Preliminary Plat application will need to be deemed complete by October 3 to preclude repeating the Sketch Plan process. A check for the $1,641.14 application fee will be issued by the end of this week and we will hand deliver this to you as soon as it is available. Please let me know if you have questions or need additional information. Thank you. V:\1953\active\195310583\transportation\permits\South Burlington\Final Plat\SB Plat Application Transmittal.doc September 26, 2012 Ray Belair Page 2 of 2 Reference: Burlington International Airport Vermont Aviation Center Application for Preliminary Plat Review STANTEC CONSULTING SERVICES INC. Jon Leinwohl, P.E. Associate, Transportation Tel: (802) 864-0223 Fax: (802) 864-0165 ion. leinwohl U stantec.com cc. Heather Kendrew & Bob McEwing, BTV Nick Warner, Burlington CEDO Stantec File 1 I Michael Lawrence Associates Landscape Architects / Site Planning Consultants_, September 25, 2012 BURLINGTON AVIATION TECHNICAL SCHOOL AND FLIGHT ACADEMY Cost Estimate for Plant Material Showing Two Phases, Phase I— Plant Material to be Installed around Buildim, & E. Side Eagle Drive Key,; Unit Scientific Name Size $/unit $-Sub-total Acfr 12 Acer'x freemanii `Autumn Blaze 2-2.5 520 6,240 Gibi 13 Ginko'biloba `Autumn Gold' 2-2.5" 650 8,060 Masa 16 Malus sargentii 2-2.5" 465 7,440 Abco 20 Abies concolor 6-7' 400 8,000 Pista 32 Pinus strobus 4-5' 190 6,720 Pistb 3 Pinus strobus 5-6' 225 675 Arar 5 Aronia arbutifloia `Brilliantissima' 5 gal. _ 60 _ 300 Armea 8 Aronia melanocarpa `Autumn Magic' 5 gal. 60 480 Armev 3 Aronia melanocarpa `Viking' 2 gal.; 50 1150 Coal 9 Cornus alba `Siberica' 3 gal. 50 450 Core 15 Comus racemosa 3 gal. 50 750 Ilveb 6 Ilex verticillata Berry Heavy' 3 gal. 60 360 llvej 2 Ilex verticillata 'Jim Dandy' 3,gal. 60 120 Sadi 7 Salix discolor 3 gal 50 350 TOTAL PHASE I $40,095 Phase H—Plant Material to be Installed adjacent to Parking Lot West ofEagle Drive Key Unit Scientific Name Size $/unit $-Sub-total Qubi 22 Quercus bicolor 2-2.5" 575 12,650 Pista 15 Pinus strobus 4-5' 190 3,150 Pistb 18 Pinus strobus 5-6' 225 4,050 Arar 8 Aronia arbutifloia `Brilliantissima' 5 gal. 60 480 Armea 2 Aronia melanocarpa "Autumn Magic' 5 gal. 60 120 Armev 3 Aronia melanocarpa `Viking' 2 gal. 50 150 Coal 13 Cornus alba `Siberica' 3 gal. 50 650 Core 9 Comus racemosa 3 gal. 50 450 Ilveb 4 Ilex verticillata `Berry Heavy' 3 gal. 60 240 Ilvej 1 Ilex verticillata `Jim Dandy' 3 gal. 60 60 Sadi 3 Salix discolor 3 gal 50 150 TOTAL PHASE II $22,150 TOTAL LANDSCAPE BUDGET $62 245 MEMBER Eight Linden Lane Essex Junction, Vermont,'05452' American society PH/FAX 802-878-2778 C 802-578-9591- of Landscape Architects mike@mclasla.com lug Vermont Department of Environmental Conservation Water Quality Division 103 South Main Street, Building io North Waterbury, VT 05671-0408 November 7, 2011 City of Burlington Heather Kendrew 1200 Airport Drive, #1 South Burlington, VT 05403 Re: Construction General Permit 3-9020 (Amended 2008) Authorization of Notice of Intent # 3028-9020.4 Dear Ms. Kendrew, ge zr ct ref` 1'ca wof Resources [phone] 802-241-3777 If-] 802-241-3287 Notice of Intent # 3028-9020.4 for the discharge of stormwater from the construction activities associated with the construction of a new two level building with two parking facilities. The building includes an aircraft hangar, classrooms and offices described in the Notice of Intent you submitted has been authorized. Enclosed are four documents that you will need to maintain compliance with this authorization. 1. Authorized Notice of Intent (NOI) The authorized NOI for Low Risk Projects is valid for two years from the date of the authorization. If the project will proceed past the automatic termination date, you must reapply for coverage under this or another construction stormwater permit before that time. 2. Notice of Authorization for Posting The notice of Authorization, which details the authorization and conditions you selected in completion of Appendix A to the CGP, must be posted in a location visible to the public in accordance with Subpart 4.5.0 of the CGP. In accordance with subpart 5.1 of the CGP, the project risk score must be re-evaluated prior to any major changes to the construction plan. 3. Low Risk Site Handbook for Erosion Prevention and Sediment Control Please provide the Principal Operator with the low risk site handbook. This handbook details the practices that must be implemented throughout the construction project to prevent erosion and the discharge of sediment from the construction site. Some practices must be in place before construction begins, so please review the entire handbook before starting the project. 4. Notice of Addition of Co-Permittee ,. ze: ,, o,�r� <,<ve, eufrorrc2, restore. and �';anser L!c G�et�nuan"`s IzcEictrsIt f�z�,ourt:es. and pu•t�te>ct Lcraat�it7teultla, fe�r� Ithei�c nt fi? €?jIII ts ua;utiirc=ger:z>raitons. This form must be submitted for every new landowner or principal operator who joins the project, in accordance with Subpart 7.2 of the CGP. The CGP, copies of blank forms, and an electronic version of the Low Risk Handbook are available on the stormwater website: http://www.vtwaterquality.org/stormwater/htrn/sw cgphtm. If you have any questions related to this permit authorization, please contact the Stormwater Section at 802-241-4320 or email stormwater(astate. vt.us. Sincerely, Ashley Carver Stormwater Program Notice of Authorization pVE O V 1 Under Vermont Construction General Permit 3-9020 rOr Low KISK t1VV1KU1liMtN IAL 6UN,tKVAi 1UN Project Name: Notice of Intent Number: 3028-9020.4 Burlington International Airport- Burlington Date of Authorization: 11/7/2011 Aviation Technical Center and Vermont Date of Expiration: 11/7/2013 Flight Academy Permittee Name: Citv of Burlinaton The project listed above has received authorization under General Permit 3-9020 to discharge stormwater from the following construction activities: Construction of a new two level building with two parking facilities. The building includes an aircraft hangar, classrooms and offices. This authorization includes the following requirements: Implementation of erosion prevention and sediment control practices required by the Low Risk Site Handbook for Erosion Prevention and Sediment Control. 2. All areas of disturbance must have temporary or final stabilization within 7 days of the initial disturbance. After this time, all disturbed soil must be stabilized at the end of each work day. Between October 15 and April 15 all disturbed soil must be at the end of each work day. The following exceptions apply: a. Stabilization is not required if work is to continue in the area within the next 24 hours and there is no precipitation forecast for the next 24 hours. b. Stabilization is not required if the work is occurring in a self-contained excavation (i.e. no outlet) with a depth of 2 feet or greater (e.g. house foundation excavation, utility trenches). 3. No more than 2 acres of land may be disturbed at any one time. 4. No disturbance shall occur within 50 ft upslope of any stream or river, or 100 ft of any lake or pond (except disturbance for the installation of Stormwater treatment facilities or road Stream crossing with no reasonable alternative location) 5. Inspections shall be conducted at least once every (7) calendar days and within twenty-four (24) hours of the end of a storm event resulting in discharge of Stormwater from construction site. 6. If there is a discharge of visibly discolored Stormwater from the construction site or from the Construction site to waters of the State, the permittee shall take immediate corrective action. 7. If, after completing corrective action, there continues to be a discharge of sediment from the construction site to waters of the State, the permittee shall notify DEC by submitting a report within 72 hours of the discharae. To request information on this authorization, or to report compliance concerns, please contact the Water Quality Division at (802) 241-3777 or write to: VT DEC, Water Quality Division 103 South Main Street, Bldg 10 North Waterbury, VT, 05671 See next page for posting requirements Permittee Directions for Posting: This notice shall be placed near the construction entrance at a location visible to the public. If displaying near the main entrance is infeasible, the notice shall be posted in a local public building such as the town hall or public library. For linear projects, the notice shall be posted at a publicly accessible location near the active part of the construction project (e.g., where a pipeline project crosses a public road). YERMONT Vermont Department of Environmental Conservation Agency of Natural Resources Water Quality Division 103 South Main Street, Building io North [phone] 802-241-3777 Waterbury, VT o567Y.-04o8 [fax] 802-241-3287 Notice of Issuance of Individual Wetland Permit #2011-134 Please be notified, as per Section 9.4 of the Vermont Wetland Rules that the request for an Individual Wetlands Permit received from City of Burlington - Burlington International Airport was -approved on this 29th day of August, 2011. The approved proposal is to fill a slope adjacent to Class II wetland, and trenching in the buffer zone for a sewer line and storm drain to impact Osquare feet of Class II wetland and 5425 square feet of Class II wetland buffer zone. It was found by the Agency of Natural Resources that this conditional use will not result in any undue, adverse effects to the protected functions of the significant wetland located South and East of Eagle Drive in South Burlington, Vermont at the Burlington International Airport. Complete copies of the decision can be obtained by writing to the address below. Any person with an interest in this matter can appeal this decision pursuant to 10 V.S.A. Section 8504. Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of the decision. The appellant must attach the Notice of Appeal and the appropriate entry fee, payable to the State of Vermont. The Notice of Appeal must specify the parties taking the appeal and the statutory provision under which each party claims party status; must designate the act or decision appealed from; must name the Environmental Court; and must be signed by the appellant or their attorney. In addition, the appeal must give the address or location and description of the property, project or facility with which the appeal is concerned and the name of the applicant or any permits involved in the appeal. The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www.vermontiudicin.org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. # 802-828-1660). Alan Quackenbush Wetland Program Manager Water Quality Division Department of Environmental Conservation 10 North Building 103 South Main Street Waterbury, Vermont 05671-0408 cc: Distribution list To preserve, enhance, restore, and conserve Vermont's natural resources, and protect )Marna" heratth, for the benefit of this and future generations. VERMONT AGENCY OF NATURAL RESOURCES DEPARTMENT OF ENVIRONMENTAL CONSERVATION In the matter of: File #: 2011-134 DEC ID #: INDIVIDUAL WETLAND PERMIT City of Burlington Burlington International Airport 1200 Airport Drive #1 South Burlington, Vermont 05403 Application for the regrading of a fill slope adjacent to Class II wetland, And trenching in the buffer zone for a sewer line and storm drain to impact 0 square feet of wetland and 5,425 square feet of buffer zone. South and East of Eagle Drive in South Burlington, Vermont at the Burlington International Airport Date of Decision: August 29, 2011 Decision: Approved Expiration Date: August 29, 2016 10 V.S.A. §913 and Section 9.1 of the Vermont Wetland Rules provides that any activity in a Class I or Class II wetland or its associated buffer zone is prohibited unless it is an allowed use under the Wetland Rules or unless it receives a permit allowing such activity. Applicants for an individual permit for a proposed activity in any Class I or Class it wetland or its buffer zone have the burden of proof to show that the proposed activity complies with the Wetland Rules and will have no undue adverse impact on protected functions and values. The Vermont Agency of Natural Resources (Agency) received an application dated June 1, 2011 from the City of Burlington for a Vermont Wetland Permit #2011-134 for a project involving activities in a wetland and associated buffer zone located in South Burlington, Vermont. Public notice of the application was given in accordance with the Vermont Wetland Rules. Any comments received during the public comment period were considered during review of the application and issuance of this permit. DECISION AND PERMIT CONDITIONS Based on the Findings contained in this permit, the permit application, and information obtained during a site visit by Agency staff, the Secretary finds that the proposed activities will comply with the Vermont Wetlands Statute, 10 V.S.A. §901 et. seq. and the Vermont Wetland Rules. The applicant has demonstrated that the project will have no undue adverse effects on the protected functions and values of the subject significant wetland and 2 of b City of Burlington 20)t-i34 associated buffer zone, and adjacent wetland complex, provided the project is conducted in accordance with the following conditions: A. All activities in the wetland and buffer zone shall be completed, operated and maintained as set forth in the permit application #2011-134 and the supporting materials listed in Section 13 of the permit application. No material or substantial changes shall be made to the project without the prior written approval of the Vermont Wetlands Program. Project changes may require a permit amendment and additional public notice. B. The applicant shall record this permit in the land records of the City of South Burlington for all properties subject to the permit. Within 30 days of the date of issuance of this permit, the applicants shall supply the Vermont Wetlands Program with a copy of the recording of this permit. C. The applicant shall notify the Vermont Wetlands Program in writing or by email prior to the start of the approved project. D. Prohibitions: No additional activities are allowed in the wetland and associated buffer zone without the approval of the Secretary unless such activities are allowed uses under the Vermont Wetland Rules. No draining, dredging, filling, grading or alterations of the water flow is allowed. No cutting, clearing or removal of vegetation within the wetland and buffer zone is allowed with the exception of the proposed project area as approved by this permit. E. All construction activities in the wetland and adjacent 50-foot buffer zone shall be completed within five years of the date of this permit or this permit will expire. Any request for an extension must be received by the Department at least 30.days prior to the end of the five year period in order to prevent the expiration of the permit. A request for extension may be considered a minor modification at the discretion of the Secretary. Projects may not be extended beyond ten years of the issuance date, in accordance with Section 9.1 of the Vermont Wetland Rules. F. The wetland boundary delineation is valid for five years. The delineation will need to be re-evaluated by a qualified wetland consultant if the project is not constructed during the five-year period and a request for an extension is submitted. G. Within thirty (30) days of completion of the work approved by this permit, the permittee or their representative shall supply the Vermont Wetlands Section with a letter certifying -that the project was constructed in compliance with the conditions of this permit. H. If a stormwater construction permit is obtained for this project, the erosion prevention and control requirements of that permit shall be followed. if a stormwater permit is not required, the permittee shall comply with the following: A continuous line of orange snow fence or:flagging tape shall be installed along the limit of disturbance prior to the start of construction. A'continuous line of silt fence shall be properly installed by the applicant immediately up -gradient of the snow fence or tape prior to any construction and shall be regularly maintained. Care should be taken to ensure that silt fence is installed on the contour and not in areas of 3 of City of Burlington 201I-134 concentrated flow such as stream channels or ditches. Sediment shall be cleaned out before and after any significant storm event or when they have reached less than half the height of the fence. Removed sediments shall be disposed of in a stable, upland area outside the 50-foot buffer zone at least 100 feet frorri waters of the state and stabilized immediately with seed and mulch at a minimum. All other disturbed soils shall be seeded and mulched within 48 hours of final grading. All sediment barriers and construction'fencing shall be removed following the successful establishment of vegetation. 1. All contractors' equipment shall be cleaned so as to contain no observable soil or vegetation prior to work in wetlands and buffer zones to prevent the spread of invasive species. The applicant shall monitor the portion of the wetland in question annually during early July for five years following construction for the nuisance plant species purple loosestrife (Lythrum salicaria) and common reed (Phragmites australis). All nuisance plants found shall be pulled by hand and disposed of by burial or burning in a non -wetland location. If hand pulling is not feasible, a state approved invasive species control plan is required. 2. The Agency maintains continuing jurisdiction over this project and may at any time order that remedial measures be taken if it appears that undue adverse impacts to the protected functions and values of the wetland or buffer are or will occur. 3. This permit does not relieve the applicant of the responsibility to comply with any other applicable federal, state, and local laws, regulations, and permits. 4. The permittee shall allow the Secretary or his/her representatives, at reasonable times and upon presentation of credentials, to enter upon and inspect the permitted property for the purpose of ascertaining compliance with this permit, the Vermont Wetland Rules and the Vermont Water Quality Standards and to have access to and copy all records required to be prepared pursuant to this permit. The Agency, by issuing this permit, accepts no legal responsibility for any damage direct or indirect of whatever nature and by whomever suffered arising out of the approved project. This permit does not convey any property rights in either real or personal property, or any exclusive privileges, nor does it authorize any injury to public or private property or any invasion of personal rights, or any infringement of federal, state or local laws or regulations. This permit does not obviate the necessity of obtaining such federal, state or local permits or approvals as may be required by law. Nothing in this permit shall be construed to preclude the institution of legal action or relieve the permittee from any responsibilities, liabilities or penalties to which the permittee is or may be subject to under other laws. 6. Within 15 days of the date of the decision, the applicant, any person entitled to notice under Section 9.2 of the Vermont Wetland Rules, or any person who filed written comments regarding the permit application may request in writing reconsideration of the decision by the Secretary in accordance witli Section 9.6 of the Rules. 4 of 6 City of Burlington 2011-134 7. Any person with an interest in this matter can appeal this decision pursuant to 10 V.S.A. §917. Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of the decision. The Notice of Appeal must specify the parties taking the appeal and the statutory provision under which each party claims party status; must designate the act or decision appealed from; must name the lnvironmental Court; and must be signed by the appellant or their attorney. In addition, the appeal must give the address or location and description of the property, project or facility with which the appeal is concerned; the name of the applicant; and any permit involved in the appeal. The appellant must also serve a copy of the Notice of Appeal in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www.vermontjudiciary.org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05.641 (Tel. # 802-828- 1660). FINDINGS 1. An application was received from the City of Burlington for Vermont Wetland Permit #2011-134 on June 8, 2011. The application was completed on July 13, 2011. 2. The wetland and adjacent 50-foot buffer zone are located south and east of Eagle Drive in South Burlington, Vermont. 3. Alan Quackenbush, Wetlands Program Manager, conducted a site visit to the subject property with Polly Harris of Stantec Consulting Services on August 10, 2011. 4. The subject wetland is identified as a palustrine wetland on the Vermont Significant Wetlands Inventory maps and is therefore designated as a Class Two wetland in the Vermont Wetland Rules. 5. The wetland in question is described in detail in Section 7 and Section 8 of the permit application. It is a 25 acre wetland complex with a mix of open water, marsh, shrub swamp and forested wetlands. 6. The proposed project is described in detail in Section 10 and 11 of the permit application. The work will limited to the buffer zone, with no direct wetland impacts, and will be temporary. The work will include reconstruction of a previously approved fill slope adjacent to the Class II wetland, and trenching for a sewer line and stormwater drain. Proposed impacts to the wetland -and buffer zone as proposed in Section 11 of the permit application are as follows: Wetland Alteration: Buffer Zone Alteration: Wetland Fill: s.f. Temporary: s.f Temporary: 5425 s.f Permanent:: s.f. Permanent:: s.f Total Wetland Impact s.f. Total Buffer Zone Impact: 5425 s.f > of6 City of Burlington 20l1-l34 7. The protected functions of the subject wetland include the following: water storage for flood water and storm runoff (§5.1 of the Vermont Wetland Rules), surface and groundwater protection (§5.2), wildlife and migratory bird habitat (§5.4), threatened and endangered species habitat (§5.6), recreational value and economic benefits (§5.8), and open space and aesthetics (§5.9). 8. The following functions are either not present or are present at a minimal level: fish habitat (§5.3), exemplary wetland natural community (§5.5), education and research in natural science (§5.7), recreational value and economic benefits (§5.8), and erosion control through binding and stabilizing the soil (§5.10). 9. Water Storage for Flood Water and Storm Runoff. The wetland is significant for the water storage for flood water and storm runoff function as demonstrated in Section 16 of the permit application. Based on the factors described in Section 16.2 of the application, as confirmed through a site visit by Agency staff, the proposed project will not result in an undue adverse impact to this function. 10. Surface and Groundwater Protection. The wetland is significant for the surface and ground water protection function as described in Section 17 of the permit application. Based on the factors described in Section 17..2 of the application, as confirmed through a site visit by Agency staff, the proposed project will not result in an undue adverse impact to this function. 11. Wildlife and Migratory Bird Habitat. The wetland is significant for the wildlife and migratory bird habitat function as described in Section 19 of the permit application. Based on the factors described in Section 19.2 of the application, as confirmed through a site visit by Agency staff, the proposed project will not result in an undue adverse impact to this function. 12. Rare, Threatened and Endangered Species. The wetland is significant for the rare, threatened and endangered species function as demonstrated in Section 21 of the permit application. Based on the factors described in Section 21.2 of the application, as confirmed through a site visit by Agency staff, the proposed project will not result in an undue adverse impact to this function. 13. Open Space and Aesthetics. The wetland is significant for the open space and aesthetics as demonstrated in Section 24 of the permit application. Based on the factors described in Section 24.2 of the application, as confirmed through a site visit by Agency staff, the proposed project will not result in an undue adverse impact to this function. 14. Under 10 V.S.A. §913 and Section 9 of the Vermont Wetland Rules, the Secretary may authorize activities in a significant wetland or in its adjacent buffer zone if the Secretary determines that it complies with the Wetland Rules and will have no undue adverse effect on the protected functions and values. The Secretary has determined that the proposed project, described in these Findings and in the permit application, will have no undue adverse impacts to the protected functions and values of the subject Class Two wetlands or the adjacent wetland complex. 15. The applicant has demonstrated the proposed activity in the buffer zone of the subject wetland cannot practicably be located outside the wetland buffer or on another site owned, 6of6 City of Burlington 2011-134 �. controlled or available to satisfy the basic project purpose. All practicable measures have been taken in this proposal to avoid adverse impacts on protected functions, as described in the application. 16. If the project is constructed according to the permit application and the conditions of this permit, the permitted activity is not expected to result in any violations of the Vermont Water Quality Standards, David K. Mears, Commissioner Department of Environmental Conservation by. -A,,,. Alan-Quackenbu h Wetlands Program Manager, Water Quality Division Dated at Waterb , Ve ont this 2�' day of , 2011 w'� DM/AQ COOPER Lighting CIMARRONCat.# LED Job Type CONSTRUCTION • Stylish vertically finned die cast solid top housing for maximum heat dissipation. Stops collection of unsightly debris from gathering on top of the housing • Rugged lower die cast aluminum heat sink accelerates thermal management and optimizes PCB and optical performance • Separate optical and electrical compartment for optimum component operation • One piece die cut silicone gasket ensures weather proof seal around each individual LED for IP65 rating • Stamped bezel provides mechanical compression to seal the optical assembly • Complements the Hubbell SouthWest Series of outdoor products • Weight - 45.0 pounds • EPA -1.3It' • Features exclusive wiHUBB technology Wireless system for On/Off and 0-10VOC full range dimming control Programmable autonomous operation OPTICS • Choice of 24 high brightness LED configurations with individual acrylic lenses specially designed for IES Type II, III, IV and V distributions • CCT: 5000K standard, 4000K option • CRI: 70 ELECTRICAL • Universal input voltage 120-277 VAC, 50/60 Hz • Integral step-down transformer for 347V and 480V • Ambient operating temperature -30' C to 40° C • Drivers have greater than 90% power factor and less than 10% THD • Optional continuous dimming to 10% or dual circuitry available • LED drivers have output power over -voltage, over -current protection and short circuit protection with auto recovery • LED electrical assembly, including PR devices, consumes no power in the 'off' state • Surge protection of 1 OKA 8/20 pSec wave; clamping voltage of 320V and surge rating of 273J • Automatic thermal self-protection • Long life - 60,000 hours I B A B C D E F G EPA Weight 6 3/4" 21 3/4" 16" 6 5/8" 6 5/16" 5 5/8" 6 1/8" 1.3 W 45 lbs. 171 mm 552mm 406mm 168mm 160mm 143mm 155mm AW 20.4 kg FINISH • TGIC thermoset polyester powder paint finish applied at nominal 2.5 mil thickness WARRANTY MOUNTING • 5 year limited warranty • Two die-cast aluminum arm designs are available providing maximum design flexibility LISTINGS IP65 • The decorative arm offers a sleek upswept look while the straight arm • Listed to UL1598 and CSA C22.2#250.0-24 for wet locations follows the housing's contoured lines for continuity of style •IP65 ROHS • Fixture ships with arm installed for ease of installation and mounts to #2 drill pattern • ROHS compliant llBB J • Wall bracket and pole accessories are also available allowing easy p�� mounting for virtually any application DLC listed (5000k) ,�,�,�,• SSA 5 "w ORDERING INFORMATION ORDERING EXAMPLE: CL1-A-90L-U-5K-3-DB-RPA3 CL1 — a--o-Q-a-o-o I I Series Mounting No. of LEDs Voltage CCT I I I Distribution Color Options SERIES VOLTAGE Cont. COLOR Cont. CL1 Cimarron LED 5 48OV, 60 Hz PS Platinum Silver F 347V, 60 Hz RD Red MOUNTING E' 220V, 50 Hz FG Forest Green A Arm mount construction (6" straight rigid arm CC Custom Color included & acceptable for 90' configurations) CCT AO Decorative arm mount cons (6" decoratve upswept 4K 4000K OPTIONS arm incl. & acceptable for 90' configurations) 5K 5000K BL'-2 Bi-level dimming CD1,1 Continuous dimming NO.OFLEDS DISTRIBUTION WB Wall bracket 90L 90 High brightness LEDs 2 Type II RPA3 3" Round pole adapter 60L 60 High brightness LEDs 3 Type III RPA4 4" Round pole adapter 30L 30 High brightness LEDs 4 Type IV RPA5 5" Round pole adapter 5 Type V RPA6 6" Round pole adapter F(X)' Fusing (replace X with Voltage 1-120V, 2-208V, VOLT Universal 120V 277V, 50/60 Hz COLOR 3-24OV, 4-277V, 5-48OV, 6-347V) 1 120V, 60 Hz DB Dark Bronze PR(X) NEMA Photocell Receptacle - (replace X 2 208V, 60 Hz BL Black with Voltage U-120-277V, 5-480V 6-347V) 3 240V, 60 Hz WH White WIH-IM In fixture wireless control module 4 277V, 60 Hz GR Gray (contact factory) Notes: 1- For 90L and 60L N/A 347V & 480V • 2 - BL & CD cannot be combined • 3 - Fuse option not available with universal voltage • 4 - Select F3 fusing option for 220V SPAULDING LIGHTING WWW.SPA ULDINGLIGHTING.COM 4/11 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: March 28, 2012 \drb\staffcomments\ 2012\ Application received: March 6, 2012 SD_12_06_EagleDrive_BurlingtonAviationTech_sketch BURLINGTON INTERNATIONAL AIRPORT — EAGLE DRIVE SKETCH PLAN APPLICATION #SD-12-06 Agenda #7 Meeting Date: A ril 3, 2012 Owner/Applicant Contact Person City of Burlington Heather Kendrew Burlington International Airport Burlington International Airport 1200 Airport Drive /31 1200 Airport Drive /31 South Burlington, VT 05403 South Burlington, VT 05403 Engineer Property Information Stantec Consulting Tax Parcel 2000-000OC 55 Green Mountain Drive Airport Industrial Zoning District South Burlinqton, VT 05403 Location Map Please note: The above aerial photo may not accurately reflect the current conditions of the lot in question. This photo is for relative location only. CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2012\ SD_12_06_EagleDrive_BurlingtonAviationTech_sketch City of Burlington/Burlington International Airport, hereafter referred to as the applicant, is requesting sketch plan review for a planned unit development to construct a 30,938 sq. ft. building to accommodate the Burlington Aviation Technical Center and the Vermont Flight Academy (personal instruction), Eagle Drive. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on March 6, 2012 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Given the hundreds of acres on the site, even the additional 23,600 square feet of building footprint will not affect even a fractional percentage of impervious coverage. As such, the property's adherence to the dimensional requirements of the district will not change. The City has previously accepted that this lot is extremely large and has not been fully surveyed. It is our full expectation that this site is below coverage limitations. There is a great deal of undeveloped land and buffer to surrounding residential properties. The proposed height of the building is addressed below in this report. The applicant is requesting a building height of 42 feet. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The Water Department has not yet reviewed the plans and has stated that they will do so at the preliminary plat level when more details are available. The City of South Burlington Water Department shall review the plans for the subject project, prior to preliminary plat approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 2. The applicant shall obtain preliminary wastewater allocation prior to final plat approval. The applicant shall obtain final wastewater allocation prior to issuance of a zoning permit. The City Engineer has not yet reviewed the plans and has stated that they will do so at the preliminary plat level when more details are available. I CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2012\ SD_12_06_EagleDrive_BurlingtonAviationTech_sketch 3. The City Engineer shall review the plans prior to preliminary plat approval. The applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. 4. The applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 5. The applicant shall include sufficient site grading and erosion control plans as part of the preliminary plat application. 6. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject building is proposed via a curb cut from Eagle Drive, a private road which connects to Aviation Avenue, also a private road. Neither the staff nor the Director of Public Works finds need to transition this to a public road. As the street is not a thru-street, the applicant is proposing a turning circle with a small island. Staff only notes that the Fire Chief should review this to ensure that they have adequate room for maneuvering of fire engines. The City Engineer will review impact of traffic and turning movements at the intersection of Aviation Ave and Williston Road at the preliminary plat level. The applicant has submitted a traffic impact and access study as part of this application but it has not yet been reviewed by the City Engineer or, if requested by the Board, a third party technical consultant. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The sketch plan references some areas of wetlands located on the site, which are not impacted. The development is located outside of the wetland buffer as well. The plans depict a line of landscaping along the edge of the wetland for delineation. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. Per section 6.03 of the South Burlington Land Development Regulations, "in areas proximate to the Airport, an Airport Industrial AIR -I District is established to provide sufficient land area for the Vermont Air National Guard and Airport -related uses, support facilities, and commercial activities that may be incompatible with general residential or commercial uses. The standards and regulations for the Airport Industrial District CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2012\ SD_12_06_EagleDrive_BurlingtonAviationTech_sketch recognize the importance of these facilities and uses to the operation of the City and regional economies while providing appropriate setbacks and buffering to offset their impacts on adjacent land uses. Staff finds that the proposed use and design of the project meets this criterion. The proposed use is directly related to continued support of aviation advancement, and is not expected to adversely impact any surrounding lands or zoning districts. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The project respects the existing wetlands and wetland buffers. The sum of the lands owned by the airport exceed hundreds of acres and there remains a substantial percentage of lands which remain undeveloped. The Stormwater Superintendent shall review the plans for stormwater management controls and assess whether there is any expected impact on stream buffer areas. 7. The City Stormwater Superintendent shall review the plans and provide comments prior to preliminary plat approval. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The Fire Chief has not yet reviewed the plans and has stated that he would prefer to do so at the preliminary plat level, after any changes to layout and parking are made by the Board at the sketch plan level. 8. The South Burlington Fire Chief should review the plans for the proposed subdivision, prior to preliminary plat approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The subject building parcel is surrounded on all sides by land owned by the same applicant. The applicant is proposing to have gated access for airport -owned vehicles only to the land to the east (near the quarry). Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. Staff has already noted that the City Engineer shall review the preliminary plat plans and provide comments prior to approval of the preliminary plat application. 9. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2012\ SD_12_06_EagleDrive_BurlingtonAviationTech_sketch Staff has already stated that the proposed development of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The applicant is proposing some parking adjacent to the building, as well as a remote parking area slightly down the hill. The adjacent parking area is connected via a concrete walkway, and the remote parking area is connected via a shared use path. The shared use path connects all the way to Aviation Avenue as well. Based on 30,938 square feet of personal instruction use, the proposed building will require 2 parking spaces per employee. The applicant shall notify staff of the number of employees. 10. The applicant shall notify staff of the number of employees expected at the facility to best address parking needs. Chapter 14.06 of the South Burlington Land Development Regulations states the following: Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re- used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all parking areas located to the side of building(s) at the building line shall not exceed one half of the width of all building(s) located at the building line. Parking approved pursuant to 14.06(B) (2) (b) shall be exempt from this subsection. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2012\ SD_12_06_EagleDrive_BurlingtonAviationTech_sketch (d) For through lots, parking shall be located to the side of the building(s) or to the front of the building adjacent to the public street with the lowest average daily volume of traffic. Where a lot abuts an Interstate or its interchanges, parking shall be located to the side of the building(s) or to the front adjacent to the Interstate. Parking areas adjacent to the Interstate shall be screened with sufficient landscaping to screen the parking from view of the Interstate. The proposed building and parking areas are serviced via a private road and as such these standards do not apply. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is not shown on the plans. 11. The plans shall depict a bicycle rack as part of submittal of the preliminary plat plans. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The height of the proposed building is 42 feet, which exceeds the 35' height maximum for the City. Therefore, the applicant is requesting a height waiver of 7 feet. The Board should consider this request and render guidance to the applicant before they proceed to the next level of review. 12. The Board should consider the applicant's request for a height waiver of 7 feet for a total building height of 42 feet. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted architectural elevations as part of the sketch plan review. The Board should review these in relation to this criterion. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant has submitted architectural elevations as part of the sketch plan review. The Board should review these in relation to this criterion. 13. The Board shall review the architectural elevations with consideration for how the materials and architectural characteristics relate to other buildings in the vicinity. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2012\ SD_12_06_EagleDrive_BurlingtonAviationTech_sketch The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not find the reservation of any additional land is warranted as part of this application. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans show a proposed dumpster with enclosure. This enclosure shall be shown as a detail as part of the preliminary plat application. 14. The plans shall include a detail of the dumpster enclosure as part of the preliminary plat application. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans should show snow storage areas for the subject property. The applicant has submitted landscaping plans as part of the sketch plan application. However, staff and the city arborist would like to withhold review on this level of detail until the preliminary plat application. The landscaping sheets shall be submitted at that level of review. 15. The plans shall depict snow storage areas as part of the preliminary plat plan application. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. 16. The applicant shall submit a landscape plan and budget in compliance with Section 13.06 of the SBLDR as part of the preliminary plat plan application. 17. The applicant should submit estimated construction costs with the preliminary plat application, so that the exact minimum landscaping requirement can be determined. The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows some proposed landscaping on the interior of the proposed parking area. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drblstaffcomments\2012\ SD_12_06_EagleDrive_BurlingtonAviationTech_sketch However, they appear to be very minimal and the applicant should submit additional information to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. 18. The applicant should submit additional information, with the preliminary plat application, regarding the landscaping in the interior of the proposed parking area, to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. 19. The applicant should submit a lighting point by point plan and lighting cut -sheets with submission of the site plan application. Other Barbed Wire The applicant has stated that they will be extending the use of barbed wire from an existing secure area of the airport. The applicant shall demonstrate need for the barbed wire based on Homeland Security or FAA requirements and submit this as part of the preliminary plat application. A separate plan sheet should also be included which clearly identifies the location of the proposed and existing barbed wire. 20. The applicant shall demonstrate need for the barbed wire based on Homeland Security or FAA requirements and submit this as part of the preliminary plat application. A separate plan sheet should also be included which clearly identifies the location of the proposed and existing barbed wire. Ground Mounted HVAC Units 21. The preliminary plat plans shall show all ground mounted HVAC units, generators, and utility cabinets. Staff recommends that the applicant address the numbered items in the "Comments Section" of this document and present them to the Board before proceeding to any further plan review. Respectfully submitted, (al __ W11 -,a-- Ca hyan rblaRo6e, AICP, City Planner Transmittal Stantec Consulting Services Inc. 55 Green Mountain Drive South Burlington VT 05403 Tel: (802) 864-0223 Fax: (802) 864-0165 Stantec To: Ray Belair Company: City of South Burlington Address: 575 Dorset Street South Burlington VT 05403 Phone: (802) 846-4106 Date: March 24, 2012 File: 195310583 Delivery: Hand Delivery Reference: Burlington International Airport Vermont Aviation Center Certificate of Service Attachment: From: Jon Leinwohl, P.E. ❑ For Your Information ❑ For Approval ❑ For Your Review X As Requested Copies Doc Date Pages Description 1 3/23/12 7 Certificate of Service, memo of meeting notice, and list of adjoining property owners VLeinwohl, O UL iING VICES INC. P.E. Associate, Transportation Tel: (802) 864-0223 Fax: (802) 864-0165 ion.leinwohICa)stantec.com cc. Heather Kendrew, BTV File One Team. Infinite Solutions. V:\1953\active\195310583\transportation\permits\South Burlington\Sketch Plan Reapplication\SB Certificate of Service Transmittal.doc CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 23rd day of March, 2012, a copy of the foregoing public notice for City of Burlington Burlington International AirportVermont Aviation Center Eagle Drive Road, #SD-12-06, was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: Ray Belair, Administrative Officer List of recipients: (full names and addresses) See attached list Dated at South Burlington, Vermont, this 23rd day of February, 2012. Printed Name: Phone number and email: Signature: Date: Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 Burlington International Airport Landowners Adjoining Airport Property Grand List Current as of April 2010; Updated as of April 2011 for Properties Aquired by the Airport PARCEL ID # OWNER Mailing Address Property Address Address City State Zip 911 ADDRESS CITY STATE ZIPCODE 1810-03000 3000 WILLISTON RD LLC 3065 WILLISTON RD LLC 3069 WILLISTON ROAD LLC A & C REALTY LLC ADAMS PAUL G ADAMS PAUL G ADAMS PAUL G ADAMS PAUL G ADAMS RONALD C & RUTH A AIRPORT REALTY ARRANTS STEPHEN P JR ASHTON THERESA & MICHAEL C/O FREDERIC LOWEA C/O OMEGA ELECTRIC CONSTRUCTION CO. _ 1852 TEXAS HILL ROAD HINESBURG SOUTH BURLINGTON VT VT 05461 05403 3000 3065 WILLISTON RD WILLISTON —RD SOUTH BURLINGTON SOUTH BURLINGTON SOUTH BURLINGTON SOUTH BURLINGTON SOUTH BURLINGTON SOUTH BURLINGTON VT VT VT VT VT VT 05403 1810-03065 3069 WILLISTON ROAD WILLISTON ROAD OMEGA DRIVE AIRPORT PKWY AIRPORT PKWY AIRPORT PKWY AIRPORT PKWY AIRPORT DR AIRPORT DRIVE 05403 1810-03069 3069 SOUTH BURLINGTON VT VT VT VT VT VT VT 05403 05495 05403 05403 05403 05403 05403 05403 3069 8 221 223 WILLISTON RD BERARD DR AIRPORT PKWY AIRPORT PKWY 05403 05403 05403 05403 0200-00008 25 WILLISTON 0020-00221 0020-00223 0020-01215 1060-46-48 0010-01083 1215 SOUTH BURLINGTON 1215 SOUTH BURLINGTON SOUTH BURLINGTON SOUTH BURLINGTON SOUTH BURLINGTON 1215 1215 AIRPORT PKWY SOUTH BURLINGTON VT 05403 1215 46 LOGWOOD ST SOUTH BURLINGTON VT 05403 1083 1130 1083 AIRPORT DR SOUTH BURLINGTON VT 05403 2000-00000 0490-00137 0010-01195 200041A-41 FBO AVCENTER SOUTH BURLINGTON VT 1 AIRPORT BURLINGTON I SOUTH BURLINGTON VT 05403 137 COUNTRY CLUB DR EAST SOUTH BURLINGTON SOUTH BURLINGTON WILLISTON SOUTH BURLINGTON SHELBURNE SOUTH BURLINGTON SOUTH BURLINGTON_ ESSEX JUNCTION SOUTH BURLINGTON SOUTH BURLINGTON VT VT 05403 05403 137 COUNTRY CLUB DR EAST SOUTH BURLINGTON VT 05403 1195 AIRPORT DR PO BOX 1660 1195 AIRPORT DR SOUTH BURLINGTON SOUTH BURLINGTON SOUTH BURLINGTON SOUTH BURLINGTON SOUTH BURLINGTON SOUTH BURLINGTON SOUTH BURLINGTON SOUTH BURLINGTON SOUTH BURLINGTON VT 05403 ATLANTIC TELEMETRY INC AUDETTE ROBERT J TRUSTEE - - AUTOMASTERS_MOTOR C_O INC AVIATRON INC (US) AYER PATRICK BRIAN BARNIER SCOTT & BARBARA BARRY BRUCE BELTER JOHN H JR & JOYCE N BERGER RUSSELL G III 1 BLOW MALCOM D & REBECCA J _ VT 05495 41 AIRPORT BURLINGTON VT 054 05 OS 1810-01900 AUDETTE ANNE W TRUSTEE - MASLACK AYE TERESE SOUTIERE ANN M. 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L. VALLEE INC. 280 SOUTH MAIN STREET ST. ALBANS VT 05478 1801 WILLISTON RD SOUTH BURLINGTON VT 05403 1810-01855 O'BRIEN DANIEL J & LEO J JR PO BOX 2184 SOUTH BURLINGTON VT 05407 1855 WILLISTON RD SOUTH BURLINGTON VT 05403 320-00001 OLTEANU FLORIN & SVETLANA 1 ELIZABETH ST SOUTH BURLINGTON VT 05403 1 ELIZABETH ST _ SOUTH BURLINGTON VT 05403 .80-00015 PALMER ALAN D & CHRISTINE L 5576 D_ORSET STREET SHELBURNE VT 05482 15 PALMER HGTS SOUTH BURLINGTON VT 05403 1280-00025 PALMER ALAN D & CHRISTINE L 5576 DORSET STREET SHELBURNE VT 05482 25 PALMER HGTS SOUTH BURLINGTON VT 05403 0990-00184 PICKERING RODNEY A 19404 North 4th Drive PHOENIX AZ 95027 184 KIRBY RD SOUTH BURLINGTON VT 05403 0590-00072 PIERCE SANDRA M 72 DUMONT AVE SOUTH BURLINGTON VT 05403 72 DUMONT AVE SOUTH BURLINGTON VT 05403 0020-01235 PMP REALTY LLC PO BOX 600 GARDINER ME 04345 1235 AIRPORT PKWY SOUTH BURLINGTON VT 05403 0010-01155 PROULX GERARD E & SUSAN F 1155 AIRPORT DR SOUTH BURLINGTON VT 05403 1155 AIRPORT DR SOUTH BURLINGTON VT 05403_ 2000-HA-41 RDT AVIATION, INC C/O TOM WEAVER 25 PINECREST DRIVE ESSEX JUNCTION VT 05452 41 AIRPORT BURLI GTON SOUTH BURLINGTON VT 05403 0990-00196 ROBAR PAUL L JR & WANDA PO BOX 5190 BURLINGTON VT 5401-519 196 KIRBY RD SOUTH BURLINGTON VT 05403 0020-00700 ROBERT SCOTT LLC PO BOX 615 MANCHESTER ME 04351 700 AIRPORT PKWY SOUTH BURLINGTON VT 05403 1130-00047 ROCHFORD CHRISTOPHER & REBECCA S 471 MARYLAND ST SOUTH BURLINGTON VT 05403 47 1 MARYLAND ST SOUTH BURLINGTON VT 05403 1200-00005 ROONEY WALDEN J & DARLA A 5 MOUNTAIN VIEW BLVD SOUTH BURLINGTON VT 05403 5 MOUNTAIN VIEW BLVD SOUTH BURLINGTON VT 05403 0010-01371 RUSSELL JOHN A & LYNN A 1161 WILLISTON ROAD SOUTH BURLINGTON VT 05403 1371 AIRPORT DR SOUTH BURLINGTON VT 05403 1810-04016 S M S REALTY PARTNERSHIP 4016 WILLISTON RD SOUTH BURLINGTON VT 05403 4016 WILLISTON RD SOUTH BURLINGTON VT 05403 1800-00420 SCRIGGINS GENEVA B 420 WHITE ST SOUTH BURLINGTON VT 05403 420 WHITE ST SOUTH BURLINGTON VT 05403 0300-00008 SEAFOX INC 443 GOVERNORS LANE SHELBURNE VT 05482 8 CALKINS CT SOUTH BURLINGTON VT 05403 0640-00009 SHAND ROBERT M 5 ETHAN ALLEN DR SOUTH BURLINGTON VT 05403 9 ETHAN ALLEN DR SOUTH BURLINGTON VT 05403 0640-00005 SHAND ROBERT M & LYNDA A 5 ETHAN ALLEN DR SOUTH BURLINGTON VT 05403 5 ETHAN ALLEN R SOUTH BURLINGTON VT 05403 1380-00000 SHELBURNE SHIPYARD 1Pb BOX 610 SHELBURNE VT 05482 0 POOR FARM RR SOUTH BURLINGTON VT 05403 C:\Users\jleinwohlWppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.0utlook\Wl2FAC2M\BTV Abutters list_Revised_2011 (2).xlsl abutters 3/23/2012 Burlington International Airport Landowners Adjoining Airport Property Grand List Current as of April 2010; Updated as of April 2011 for Properties Aquired by the Airport PARCEL ID # OWNER I Mailing Address Property Address Address city State Zip 911 ADDRESS CITY STATE ZIPCODE 1460-00000 SHELBURNE SHIPYARD SHEPARD GARY F & BETTY JOAN SHIP SEVIN LLC SPRANO ROBERTA M ST JOHN VIANNEY HOME ASSN C/O KEVIN SPILLANE - C/O KNIGHTS OF COLUMBUS 1 334 392 PO BOX 610 _ _ PATRICK ST - TAMARACK SHORES WHITE ST PO BOX 9214 ROUTE 10 WEST COUNTRY CLUB DR EAST BUTLER DRIVE DUMONT AVE REYNOLDS ROAD AIRPORT DR SAN REMO DRIVE Acorn Ln, Suite 109 DEPOT ROAD _ NOB HILL ROAD NOB HILL ROAD CRESCENT BEACH DRIVE DUMONT AVE SHELBURNE SOUTH BURLINGTON SHELBURNE SOUTH BURLINGTON SOUTH BURLINGTON WHIPPANY SOUTH BURLINGTON SOUTH BURLINGTON - SOUTH BURLINGTON VT 05482 0 RIVER RD PATRICK ST COMMERCE AVE WHITE ST BERARD DR BERARD DR COUNTRY CLUB DR EAST AIRPORT PKWY - - - DUMONT AVE SOUTH BURLINGTON VT 05403 1300-00001 VT 05403 1 SOUTH BURLINGTON VT 05403 0435-00007 VT 05482 05403 05407 07981 05403 05403 05403 7 SOUTH BURLINGTON VT 05403 1800-00392 0200-00017 0200-00012 0490-00148 0020-00225 - - 0590-00638 VT 392 17 12 SOUTH BURLINGTON VT 05403 240 VT SOUTH BURLINGTON VT 05403 SUBURBAN VT PROPERTY ACQUISITIONS LLC NJ SOUTH BURLINGTON VT 05403 SWEET LEIGH M & ELLEN F THIBAULT DOROTHY F WALTER E SIMENDINGER _ 148 VT 148 SOUTH BURLINGTON VT 05403 SZWAJA MARIAN & SOPHIE TRUST - - TATRO SAM E SR & ALBERTA M THIBAULT LEONARD E TILLEY FRANCES R TIMBERLAKE ASSOCIATES TRI-D III LLC _ WETHERBEE WILLIAM F & MICHAEL W WILLARD MALCOLM WILLARD MALCOLM WOOD WARREN W & EVELYN R - WRIGHT WILLIAM G & LORETTA M 1 VT _ 225 SOUTH BURLINGTON VT VT 05403 05403 38 VT 38 SOUTH BURLINGTON SOUTH BURLINGTON SOUTH BURLINGTON SOUTH BURLINGTO14 SOUTH BURLINGTON SOUTH BURLINGTON SOUTH BURLINGTON SOUTH BURLINGTO14 059050524 1184 ST. ALBANS SOUTH BURLINGTON SOUTH BURLINGTON COLCHESTER COLCHESTER VT 05478 50 DUMONT AVE AIRPORT DR WILLISTON RD VT 05403 0010-01141 1141 VT 05403 1141 VT 05403 1810-01800 32 VT 05403 1800 VT 05403 0200-00027 156 VT 05446 27 BERARD DR VT 05 05 _ 054s 05403 05403 _ 05403 2000-HC-52 467 VT VT _ 05446 05495 05495 05708 05403 52 AIRPORT BURLINGTON BURLINGTON AIRPORT BURLINGTON VT 2000-HA-41 699 WILLISTON 41 JAIRPORT VT 2000-HC-52 699 35 11 WILLISTON _ _ BURLINGTON SOUTH BURLINGTON VT 52 VT VT VT 2000-HA-41 — 0590-00011 VT 41 JAIRPORT BURLINGTON SOUTH BURLINGTON VT 11 ---- DUMONT AVE I SOUTH BURLINGTON C:1Users4leinwohl\AppData\LocaM4icrosoft\Windows\Temporary Intemet Files\COMent.Oudook\Wl2FAC2M\BTV Abutters list_Remed_2011 (2).xlsl abutters 3/23/2012 TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning SIR southburlington PLANNING & ZONING AGENDA South Burlington Development Review Board City Hall Conference Room, 575 Dorset Street, South Burlington, VT. Tuesday, April 3, 2012 7:30 p.m. 1. Other business/announcements. 2. Continued preliminary plat application #SD-11-50 of Larkin Family to amend a previously approved planned unit development consisting of: 1) a 275 seat standard restaurant, 2) a 71 room hotel (Comfort Suites), and 3) an 89 room hotel (University Inn). The amendment consists of razing the 89 room hotel and replacing it with a new 89 room extended stay hotel, 5 Dorset Street 3. Site plan application #SP-12-07 of Felcor/MM S-7 Holdings, L.P. & Felcor/MM S-4 Hotels (SPE), LLC to amend a previously approved plan for a hotel and conference center. The amendment consists making improvements to existing stormwater facility, 870 Williston Road. 4. Site plan application #SP-12-05 So. Burlington Realty, LLC to: 1) raze an existing structure, and 2) construct a 1400 sq. ft. general office building, 2004 Williston Road. Continued Sketch plan application #SD-11-49 of Malone Dorset Street Properties, LLC to amend a previously approved planned unit development consisting of a 33,733 sq. ft. gfa building with 31,351 sq. ft. (including mezzanine) of retail food establishment use and 2,382 sq. ft. of short-order restaurant use. The amendment consists of: 1) razing three (3) single family dwellings, and 2) constructing a 20,000 sq. ft. building consisting of 13,000 sq. ft. of retail food use and 7,000 sq. ft. of retail use, 192,196,200, and 222 Dorset Street. 6. Sketch plan application #SD-12-06 of City of Burlington/Burlington International Airport for a planned unit development to construct a 30,938 sq. ft. building to accommodate the Burlington Aviation Technical Center and the Vermont Flight Academy (personal instruction), Eagle Drive. 7. Minutes of March 6 & 20, 2012. Respectfully Submitted, Raymond J. Belair Administrative Officer Copies of the applications are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a perquisite to the right to take any subsequent appeal. South Burlington Development Review Board Meeting Participation Guidelines The Development Review Board (DRB) presents these guidelines for the public attending Development Review Board meetings to insure that everyone has a chance to speak and that meetings proceed smoothly. The DRB is a Quasi -Judicial Board that oversees the approval of development projects within the City. It is made up of citizens appointed by the City Council. The role of the DRB is to hear and review applications for development under the applicable regulations. TheDRB can only approve applications that comply with the applicable bylaw or state law, and the board can only levy conditions that are permitted under the bylaw. By the same token, if a project meets the applicable bylaw criteria, the DRB is bound by law to grant the approval. 1. The Board asks that all participants at meetinc and other members of the public present at tht 2. Initial discussion on an agenda item will gener As this is our opportunity to engage with the s+ members first. After the Board members have for public comment. Please raise your hand to on each participant in sequence. 3. Once recognized by the Chair, pleaseadentify 4. If the Board suggests time limits, Tease respe in making sure everyone is heard and sufficier agenda. 5. Side conversationsbetween audience membe hallway outside the Community Room is avail 6. Please address the Chair. Please do not addn and please do not interrupt others when they applicable people as needed. 7. Make every effort not t repeat the points mac 8. The Chair will make reaE •speak once beforespeal 9. Comments may be subrr hearing to the Planning K the correspondence is in as part of the official recor contact (e-mail, phone, ad 10. Please note thatbrice a pi accepted, in accordance v rd members, staff, applicants rn ;etmg. ally be conducted by the Board and the applicant. jbject, we would like to hearfrom all Board discussed an item, the Chair will open up the floor be recognized to speak and the Chair will try to call yourself ,to the Board. ct them. Time limits will be used when they can aid a time is available for Board to hear all items on the should be kept -to an absolute minimum. The .,should people wish to chat more fully. other audience members or staff or presenters speaking. The Chair will direct responses from others and keep your comments germane to able efforts to allow everyone who is interested in participating to address the Board for a second time. d before or during the course of a single or multi -meeting public Zoning'DePartment. All comments should identify what application Brence to'written comments will be circulated to the DRB and kept of meetings. Comments must include your first and last name and a ess) to be included in the record. lic hearing has been closed by the DRB, no further. comments can be state law. south PLANNING & ZONING Permit Number SD-t�- !J (office use on y) APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) City of Burlington, Burlington International Airport 1200 Airport Drive, #1, South Burlington VT 05403 Phone: (802) 863-2874 Fax: (802) 863-7947 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Book 13, Page 271 3) APPLICANTS (Name, mailing address, phone and fax #) City of Burlington, Burlington International Airport 1200 Airport Drive, #1, South Burlington, VT 05403 Phone: 802) 863-2874 Fax: (802) 863-7947 Burlington School District 150 Colchester Avenue, Burlington VT 05478 Phone: (802) 864-8495 Fax: (802) 864-2147 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Burlington International Airport legal interest: fee simple Burlington School District's legal interest: intended lessee 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 5) CONTACT PERSON (Name, mailing address, phone and fax #) Heather Kendrew Burlington International Airport 1200 Airport Dr., #1, South Burlington, VT 05403 Phone: (802) 863-2874 Fax: (802) 863-7947 5a) CONTACT EMAIL ADDRESS hkendrew@btv.aero 6) PROJECT STREET ADDRESS: 10 Eagle Drive 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 2000 OOOOC 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): The project involves constructing a new building and associated site improvements to accommodate the Vermont Aviation Center. The westerly portion of the new building will be hangar space for aircraft that will be worked on by students. The easterly portion of the building will be a two-story architect designed structure. This space will be used for classrooms shop areas avionics room faculty/staff offices, flight school briefing rooms break area and an auditorium The project also includes constructing approximately 500 linear feet (LF) of new access road from Eagle Drive to the building site with 50 parking spaces provided adjacent to the building A remote parking area will also be provided on the northerly side of Eagle Drive to accommodate an additional 66 vehicles. Other improvements include construction of 1,400 LF of 8 inch sanitary sewer line; 815 LF of 12 inch water line; and a storm water treatment system. b) Existing Uses on Property (including description and size of each separate use) The proposed building site is presently an open area that was previously filled as part of the South End Development project. The building will be located northerly of a Class 2 wetland and will abut the southerly edge of the existing Valley West Apron. The areas where the remote parking lot and storm water detention facility will be located off of Eagle Drive are presently undeveloped areas c) Proposed Uses on property (include description and size of each new use and existing uses to remain) The proposed Vermont Aviation Center will be located in the vacant area between the Valley West Apron and Class 2 wetland. The footprint of the proposed building is 22,088 SF Improvements in this area will include a 500 foot long access road and 51 vehicle parking lot A proposed remote parking lot for 66 vehicles will be located between the northerly dge of Eagle Drive and the toe of slope for the Heritage Flight parking lot and fueling facility. The Airport's Master Plan identifies the areas associated with this project for airport development such as the proposed Aviation Technical Center. d) Total building square footage on property (proposed buildings and existing buildings to remain) 30,938 gross square feet (includes ground level second floor, and mezzanine) e) Proposed height of building (if applicable) 42 feet Sketch Plan Application Form. Rev. 12-2011 fl Number of residential units (if applicable, new units and existing units to remain) N/A g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) The proposed building will have direct access to the Valley West Apron which is a secure area enclosed by W high chain link fence topped with three strands of barbed wire. To maintain this secure perimeter within the project area, this W high chain link fence topped with three strands of barbed wire will be connected directly to the new building. New sections of this fencing with barbed wire will be constructed as part of the project. 9) LOT COVERAGE a) Building: Existing: Unknown % Proposed % b) Overall (building, parking, outside storage, etc) Existing: Unknown% Proposed % c) Front yard (along each street) Existing: 29.3% Proposed % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) None 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) The Champlain Water District owns water lines on the Burlington Airport property in the vicinity of the project. The Vermont Aviation Center project will require extending an existing CWD water line 815 LF to provide water service to the new building_ The project involves constructing a gravity sewer line that will connect the new building to an existing_ sewer line on Aviation Avenue. The existing sewer on Aviation Avenue is owned by the Burlington Airport and the new sewer that will run along Eagle Drive will also be Airport owned. 500 feet of new road will be constructed to provide access to the building from Eagle Drive. Existing Eagle Drive is owned by the airport and the new access road to the Aviation Technical Center will also be Airport owned. New drainage systems will be constructed for the proposed project; however, there will be no connection to municipal drainage systems. 12) ESTIMATED PROJECT COMPLETION DATE December 2013 13) PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the plans must be submitted. The application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. Sketch Plan Application Form. Rev. 12-2011 Fee calculation: (Sketch Plan base fee $363) + ($0.02 x 30,938 Building Gross Square Feet) = $981.76 Burlington Airport credit due for returned Interim Zoning Conditional Use application = $178.00 Total amount due for this application = $803.76 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. e� SIGNAT . R " OF APPLICANT SIGNATURE OF APPLICANT I NATURE OF tWPERTY OWNE Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: Complete istrative Officer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 8 79-56 76 to speak with the regional Permit Specialist. Sketch Plan Application Form. Rev. 12-2011 Transmittal Stantec Consulting Services Inc. 55 Green Mountain Drive South Burlington VT 05403 Tel: (802) 864-0223 Fax: (802) 864-0165 To: Cathyann LaRose From: Jon Leinwohl, P.E. Company: City of South Burlington ❑ For Your Information Address: 575 Dorset Street ❑ For Approval South Burlington VT ❑ For Your Review 05403 X Phone: (802) 846-4106 As Requested Date: March 6, 2012 File: 195310583 Delivery: Hand Delivery Reference: Burlington International Airport Vermont Aviation Center Application for Site Plan Review Additional Site Plan, Sheet 5A Attachment: Copies Doc Date Pages Description 1 2/29/12 1 Additional Sheet 5A—Site Plan (11"x17" Reduced Size Plans) 5 2/29/12 1 Additional Sheet 5A — Site Plan (Full Size Plans) Cathy — please let us know if you have further questions. Thank you. STANTEC CONSULTING SERVICES INC. Jon Leinwohl, P.E. Associate, Transportation Tel: (802) 864-0223 Fax: (802) 864-0165 ion. lei nwohlQstantec.com cc. Heather Kendrew & Bob McEwing, BTV Nick Warner, Burlington CEDO File One Team. infinite Solutions. V:\1953\active\195310583\transportation\permits\South Burlington\Sketch Plan Reapplication\SB Sketch Plan Additional Site Plan Transmittal.doc Transmittal Stantec Consulting Services Inc. 55 Green Mountain Drive South Burlington VT 05403 Tel: (802) 864-0223 Fax: (802) 864-0165 To: Ray Belair From: Jon Leinwohl, P.E. Company: City of South Burlington ❑ For Your Information Address: 575 Dorset Street X For Approval South Burlington VT ❑ For Your Review 05403 ❑ As Requested Phone: (802) 846-4106 Date: March 2, 2012 File: 195310583 Delivery: Hand Delivery Reference: Burlington International Airport Vermont Aviation Center Application for Site Plan Review Attachment: Copies Doc Date Pages Description 1 3/02/12 4 Application for Sketch Plan Review 1 3/02/12 1 Application Fee Check for $803.76 1 2/29/12 18 11 "x17" Reduced Size Plans 5 2/29/12 18 Full Size Plans 1 3/2/12 CD with two PDFs of Plans Ray — please let us know if you have questions regarding this application or require additional information. Thank you. STANTEC CONSULTING SERVICES INC. Jon Leinwohl, P.E. Associate, Transportation Tel: (802) 864-0223 Fax: (802) 864-0165 ion. lei nwohl(a�stantec.com cc. Heather Kendrew & Bob McEwing, BTV Nick Warner, Burlington CEDO File One Team. Infinite Solutions. V:\1953\active\195310583\transportation\permits\South Burlington\Sketch Plan\SB Sketch Plan Reapplication Transmittal.doc Stantec Consulting Services Inc. 55 Green Mountain Drive South Burlington VT 05403 Tel: (802) 864-0223 Fax: (802) 864-0165 - Stantec July 26, 2011 File: 195310583 Donna Kinville, City Clerk 575 Dorset Street South Burlington VT 05403 Reference: Vermont Individual Wetland Permit Application #2011-134 Burlington Aviation Technical Center and Vermont Flight Academy Project Burlington International Airport Dear South Burlington City Clerk: At the request of Alan Quackenbush, State Wetlands Program Manager, Stantec Consulting Services, Inc. is circulating the enclosed Vermont Individual Wetland Permit Application for unavoidable wetland buffer impacts resulting from construction of the Burlington Aviation Technical Center (BATC) and Vermont Flight Academy (VFA) at the Burlington International Airport. The BATC and VFA project involves construction of a 33,275 gross square feet (GSF) building and associated improvements. In addition to the building, the project includes an access road, parking areas, a shared use path, stormwater detention facilities, and a sanitary sewer extension. The enclosed Vermont Wetland Permit Application describes unavoidable impacts to a total of 5,425 square feet of the 50-foot buffer of a Vermont Class 2 wetland. The BATC and VFA project does not include any wetland impacts. This application involves reconfiguring a manmade fill slope authorized in 2005, as well as two small areas of wetland buffer impact associated with sewer line and stormwater line construction. Please refer to the attached application and additional materials for further information. Please feel free to contact our office if you have any questions or comments. Sincerely, STANTEC CONSULTING SERVICES INC. Polly Harris Project Manager I Wetland Scientist Tel: (802) 864-0223 Fax: (802) 864-0165 Polly.Harris@stantec.com Attachments: Vermont Wetland Permit Application USGS Project Location Map ANR Environmental Interest Locator Map Site Plan showing Wetland Buffer Impacts Adjoining Landowner Names/Addresses Wetland Data Sheets Wetland and Buffer Photographs c. J. Leinwohl, Heather Kendrew (cover letter only) Stantec Consulting Services Inc. 55 Green Mountain Drive South Burlington VT 05403 Tel: (802) 864-0223 Fax: (802) 864-0165 Stantec June 1, 2011 File: 195310583 Alan Quackenbush, State Wetlands Coordinator Department of Environmental Conservation 103 South Main Street Building 1ON -Wetlands Waterbury, VT 05761-0408 Reference: Vermont Wetland Permit Burlington Aviation Technical Center and Vermont Flight Academy Project Dear Mr. Quackenbush: At the request of the City of Burlington, Burlington International Airport, Stantec Consulting Services, Inc. (Stantec) has prepared the enclosed Vermont Wetland Permit Application for unavoidable wetland buffer impacts resulting from construction of the Burlington Aviation Technical Center (BATC) and Vermont Flight Academy (VFA) at the Burlington International Airport. The BATC and VFA project involves construction of a 33,275 gross square feet (GSF) building and associated improvements to accommodate the BATC and VFA. The westerly portion of the new building will be hangar space for aircraft that will be worked on by BATC students. The easterly portion of the building will be a two-story architect -designed structure. The space will include classrooms, shop areas, avionics room, faculty/staff offices, flight briefing rooms, break area, and an auditorium. In addition to the building, the project includes an access road, parking areas, a shared use path, stormwater detention facilities, and a sanitary sewer extension. The enclosed Vermont Wetland Permit Application describes unavoidable impacts to a total of 5,425 square feet of the 50-foot buffer of a Vermont Class 2 wetland. The BATC and VFA project does not include any wetland impacts. As you know, 8.3 acres of wetland fill in this area was permitted by ANR and the Corps in 2005 as part of the South End Development project. This application involves reconfiguring the manmade fill slope authorized in 2005, as well as two small areas of wetland buffer impact associated with sewer line and stormwater line construction. Please refer to the attached application and additional materials for further information. Letter to Alan Quackenbush Page 2 of 2 Reference: BATC and VFA Vermont Wetland Permit Application As we discussed, I will be happy to meet with you on site once you review the enclosed materials. Please feel free to contact our office if you have any questions or comments or if you require any additional information in order to process this permit application. Sincerely, CONSULTING SERVICES INC. Project Maheger I Wetland Scientist Tel: (802) 864-0223 Fax: (802) 864-0165 Polly.Harris@stantec.com Attachments: Vermont Wetland Permit Application A CD with an electronic version of the application Application fee (check) USGS Project Location Map ANR Environmental Interest Locator Map Site Plan showing Buffer Impacts Adjoining Landowner Names/Addresses Wetland Data Sheets Wetland and Buffer Photographs c. J. Leinwohl, Heather Kendrew VWP Application 4/26/2011 Page 19 Vermont Wetland Section Wetland Application Database Form (AFFIX TO THE FRONT OF THE APPLICATION) Applicant Name: City of Burlington, Burl. Representative Name: Heather Kendrew International Airport Town where project is located: South Burlington County: Chittenden Project Location Description: Eagle Drive 911 Street Address or direction from nearest intersection _ Project Summary: Construction of the Burlington Aviation Technical Center and Vermont Flight cademy. The project includes construction of the school building as well as parking areas, an access oad, stormwater features, a sewer line extension, and a shared use path. Permit Type Requested (check all that apply) ❑ Vermont General Permit Coverage ❑ Wetland Determination ® Vermont Wetland Permit Impact Calculations: Total up proposed impacts from wetland tables listed below Total Wetland Impact Osquare feet (s.f.TT otal Buffer Zone Impact 5,425 square feet (s.f.) Permit Fees: Make check payable to - State of Vermont Wetland Impact Fee: ($0.12/sf) $0.00 Administrative Fee: $100 Buffer Impact Fee: ($0.09/sf) $488.25 Total Check Amount: $588.25 Existing Land Use Type: ❑ Forestry ❑ Residential (Subdivision) ® Industrial/ commercial (check all that apply) ❑ Agriculture ® Transportation ❑ Parks/Rec/Trail ❑ Residential (Single ❑ Institutional ❑ Undeveloped Family) Proposed Land Use Type: ❑ Forestry ❑ Residential ® Industrial/ commercial (check all that apply) (Subdivision) ❑ Agriculture ❑ Transportation ❑ Parks/Rec/Trail ❑ Residential (Single ❑ Institutional ❑ No Change Family) Proposed Impact Type: ® Buildings ❑ Utilities ❑ Parking ® Septic/Well ® Stormwater (check all that apply) ❑ Driveway ❑ Road ® Parks/Path ❑ Agriculture ❑ Pond ❑ Lawn ❑ Dry Hydrani ❑ Beaver dam alteration ❑ Silviculture ❑ Aesthetics ❑ Other ❑ No Impact wetland 1: Subject wetland (Label using Wetland ID Location: The wetland is bisected by from application if applicable, use supplemental sheets if more than one Aviation Avenue. wetland is being impacted) Wetland Type: POW/PEM/PSS/PFO WL Size Class: > 20 acres Proposed Alterations Wetland Alteration: Buffer Zone Alteration: Wetland Alteration Type (check all that apply) Wetland Fill: Os.f. ❑Dredge ❑Drain Temporary: s.f. Temporary: 5425 s.f ❑Cut Vegetation ❑Stormwater Permanent:: s.f. Permanent:: s.f ❑Trench/Fill ❑Other Mitigation Avoidance and Minimization Wetland: 0 s.f. Buffer Zone 0 s.f. s.f. of wetland NOT impacted): Wetland Mitigation: (s.f. Gained) Buffer Zone Mitigation (s.f. Gained): Restoration s.f. Enhancement s.f. Restoration s.f. Enhancement s.f Creation s.f. Conservation s.f.. Creation s.f Conservation s.f Reason for Mitigation: ❑ Correction of Violation ❑ Mitigation to offset permit ❑ Voluntary impacts VWP Application 4/26/2011 Page 20 All Applications Should be Mailed To: Vermont Wetlands Program Water Quality Division 103 South Main St Building 10 North Waterbury, VT 05671-0408 Staff To Complete Wetland Project Number: Wetland Project Name: DEC ID#: Date Application Received: Request for Information Date: Information Received Date: Request for Information Date: Information Received Date: Date Application Complete: Distribution Complete Date: Notice Begin Date: Notice End Date: Final Action Date: Public Meeting Date: Check# Check Amount Date Check Received Check# Check Amount Date Check Received Vermont Wet; 1d Permit Application/Deterr nation Petition QUESTION INSTRUCTIONS AND APPLICANT ANSWER STAFF NOTE 1. Applicant if the applicant is someone other than the landowner, the landowner information must also be included below. 1.1. Applicant Name City of Burlington, Burlington International Airport, attn: Heather Kendrew 1.2. Applicant Address 1200 Airport Drive #1, South Burlington, VT 05403 1.3. Applicant Phone 802-863-2874 Number 1.4. Applicant Email hkendrew@btv.aero 1.5. Applicant Signature By signing this application you are certifying that all the information (original signature required) contained within is true, accurate, and complete to the best of your knowledge. Date: X 2. Representative Consultant, engineer, or other representative that is responsible for filling out this ap lication, if other than the applicant or landowner 2.1. Representative Name Stantec Consulting, c/o Polly Harris 2.2. Representative Address 55 Green Mountain Drive, South Burlington, VT 05403 2.3. Representative Phone 802-864-0223 Number 2.4. Applicant Email polly.harris@stantec.com 2.5. Representative By signing this application you are certifying that all the information Signature contained within is true, accurate, and complete to the best of your (original signature required) knowledge. Date: X 3. Landowner Landowner must sign the application. Use this space if landowner is different from the applicant 3.1. Landowner Name 3.2. Landowner Address 3.3. Landowner Phone Number 3.4. Landowner Email 3.5. Landowner Easement Attach copies of any easements, agreements or other documents conveying' permission, and agreement with the landowner stating who will be responsible for meeting the terms and conditions of the permit. List the attachment for this information in this section. 3.6. Landowner Signature By signing this application you are certifying that all the information (original signature required) contained within is true, accurate, and complete to the best of your knowledge. Date: X 4. Location of Wetland and Location description should include the road the wetland is located on, the Project compass direction of the wetland in relation to the road, 911 street address if available, and any other distinguishing geographic features. The wetland and project are located south and east of Eagle Drive, at the southern end of the Burlington International Airport (BIA) in South Burlington. VWP Application 4/26/2011 Paqe 2 5. Site Visit Date and Date of visit with District List people present for site visits including Attendees Wetlands Ecologist Ecologist, landowner, and representatives. to be scheduled per Alan TBD Quackenbush 6. Wetland Classification The wetland is a Class II wetland because (Choose one): The wetland is mapped on the VSW I map Answer the following questions regarding the entire wetland or wetland 7. Description of Entire Wetland complex. A wetland complex is generally defined as two or more wetland or Wetland Complex types that are contiguous and interrelated. Specific questions about the wetland in the project area will follow. 7.1. Size of Wetland Can be obtained from the Environmental Interest Locator Map for mapped Complex in Acres wetlands Originally ca. 33.5 acres; currently ca. 25.2 acres (8.3 acres of fill authorized in 2005 as part of the South End Development Project at the BIA). 7.2. Natural Community List all wetland types in the wetland or wetland complex and their abundance Types Present or relative abundance. For example: 50 acres of softwood forested swamp; or 30% scrub swamp, 70% emergent wetland 10% palustrine forested wetland; 40% scrub/shrub wetland; 40% emergent wetland; 10% open water wetland. 7.3. Landscape Position Where is the wetland located on the landscape? Examples: bottom of a basin, edge of a stream, shore of a lake, etc. The wetland is located in a subtle basin surrounded largely by commercial and industrial development. 7.4. Wetland Hydrology Describe the main source of wetland hydrology for the wetland complex. List any river, streams, lakes and ponds. The water source of the wetland includes groundwater and surface water runoff from the surrounding landscape. Include answers to the following where appropriate: 7.4.1. Direction of flow For example: stream flows from north to south through the wetland complex. The wetland drains to two separate drainages: east to Muddy Brook and west to Potash Brook. 7.4.2. Influence of For example: The river provides flood water to the wetland in the spring. hydrology on The wetland was previously a beaver -impounded wetland, with both wetland complex groundwater and surface water sources. The impoundment no longer functions, and the wetland continues to drain to both Muddy and Potash Brooks. 7.4.3. Relation to the Distance between the project area and any nearby surface waters. project area The wetland drains through a 1,200-ft culvert to Muddy Brook, upstream from its confluence with the Winoosi River. It also flows through a 700-ft culvert to Potash Brook. 7.4.4. Hydroperiod Discuss frequency and duration of flooding, ponding, and/or soil saturation. The wetland includes an open water component with year round ponding. The remaining habitats have nearly year-round soil saturation. 7.5. Surrounding Landuse of For example: rural residential and forested; agricultural and undeveloped, the Wetland Complex The airport and its associated development are located along the northern and western borders of the wetland. Additional commercial developments and roads surround the remainder of the wetland. 7.6. Relation to Other Provide any information on wetlands or wet►and complexes that are close Nearby Wetlands enough to contribute to the overall function of the wetland in question. The wetland is part of a complex bisected by Aviation Ave. However, due to surrounding roads and development, the wetland complex is isolated from other wetlands. 7.7. Pre -project Cumulative _ Identify any cumulative ongoing impacts outside of the project that may Impacts to the Wetland influence the wetland. Examples include but are not limited to wetland encroachments off the subject property, land management in or surrounding the wetland, or development that influences hydrology or water quality. \/\A/P Onnliratinn A19r,19ni 1 Pane 3 As part of the South End Development project at the BIA, 8.3 acres of wetland fill was permitted by ANR and the Corps in 2005. This fill was mitigated by improvements to stormwater management at the airport, as well as by the purchase and improvement of a 49-acre mitigation site referred to as the Muddy Brook site. Subject Wetland is defined as the area of wetland in the project area, but not limited to the portion of the wetland to be directly impacted by the project. 8. Description of Subject For the purposes of this application, the subject wetland should encompass Wetland any portion of the larger wetland or wetland complex that could be directly or indirectly impacted by the project, as defined by hydrology, vegetation and/or h sical characteristics. 8.1. Context of Subject Describe where the subject wetland is in the context of the larger wetland or Wetland wetland complex described above. The wetland complex is bisected by Aviation Avenue. The project area is located east of Aviation Avenue, near the end of Eagle Drive. 8.2. Wetland Landuse For example: mowed lawn; old field; naturally vegetated. Describe any previous and ongoing disturbance in the subject wetland. With the exception of the authorized fill described above, the wetland is in a relatively natural condition surrounded by development. 8.3. Wetland Vegetation List dominant wetland community type and associated dominant plant species. The subject wetland includes a mosaic of habitat types, dominated by PEM/PSS. Dominant species include cattail (Typha latifolia), common reed (Phragmites communis), purple loosestrife (Lythrum salicaria), reed canarygrass (Phalaris arundinacea), duckweed (Lemna minor), pondweed (Potamogeton sp.), red maple (Acer rubrum), and red -osier dogwood Cornus stolonifera . 8.4. Wetland Soils Use USDA NRCS information where possible and use the ACOE Delineation Manual soil description Soils in the wetland are mapped by NRCS as muck and peat. Use descriptions from the ACOE Delineation Manual 8.5. Wetland Hydrology Hydrology varies and includes areas of inundation, year-round saturation, and seasonal saturation. 8.6. Buffer Zone Describe the buffer zone of the subject wetland including: 8.6.1. General landuse For example: mowed road shoulder; forested; old field; paved road and residential lawns etc. Describe any previous and ongoing disturbance in the buffer zone. The buffer zone varies and includes fill slope, mowed road shoulder, upland forest. 8.6.2. Buffer vegetation List community type and dominant plant species As stated above, buffer vegetation varies and includes mowed road shoulder (grass seed mix), as well as an area of upland forest dominated by white pine (Pinus strobus), beech (Fagus grandifolia), white oak (Quercus alba), red oak (Q. rubra), and beaked hazelnut Cor lus cornuta . 8.6.3. Buffer soils Use USDA NRCS information where possible, and the ACOE Delineation Manual soil description According to the NRCS, buffer soils in the area of the proposed project are Adams and Windsor loamy sands, of varying slopes. The fill slope consists of rock riprap and soil fill. 9. Wetland Determination If the application involves a wetland determination please answer the following. If not, skip to Section 10. 9.1. Reason for Petition Please choose one from the dropdown menu: Add a Section 4.6 presumed wetland to the VSWI map 9.2. Previous Decisions Please list all determinations and decisions, if any, issued by the Secretary, Panel or former Water Resources Board,pertaining to the wetland or buffer at issue: VWP Application 4/26/2011 Page 4 9.3. Narrative Please provide any narrative to support the petition for a wetland determination here. This section is not required for petitions to add a Section 4.6 presumed wetland to the VSWI map, but is required for all other petitions. If the application is only for a Wetland Determination only, skip to Section 13 1 10. Project Description 10.1.Overall Project Description of the project. For example: six -lot residential subdivision; expansion of an existing commercial building, access drive to a single family residence. The project includes construction of the Burlington Aviation Technical Center (BATC) and Vermont Flight Academy (VFA). In addition to the building, the project includes an access road, parking areas, a shared use path, stormwater detention facilities, and a sanitary sewer extension. 10.2.Project Purpose For example: To construct a residential subdivision, upgrade existing road to improve access, extend a trail system The purpose of the project is to construct an aviation school building and its associated parking, sewer, and stormwater detention facilities. 10.3.Acres Owned by Acreage of subject property. 942+/- _ _Applicant 10.4.Acres Involved in the Acreage of area involved in the project. Project 5.6 11. Project Details Provide details regarding specific impacts to the wetland and buffer zone 11.1.Specific Impacts to List portions of the project that will specifically impact the wetland or buffer Wetland and Buffer zone. Zone There are no direct wetland impacts associated with this project. Three separate areas of buffer impact are proposed. Reconstruction of the fill slope adjacent to the proposed building involves approximately 4,285 sf of buffer impact. Trenching for the storm drain will impact approximately 460 sf of buffer, and trenching for the sewer line will impact approx. 680 sf of roadside buffer. 11.2.Dimension Details Square footage of buildings, dimension of roads including fill footprint. See above for buffer impacts. 11.3.Bridges and Culverts Culvert circumference, length, placement and shapes, or bridge details. N/A 11.4.Construction Sequence Describe any details pertaining to the worked planned in the wetland and buffer in terms of sequence or phasing that is relevant The project qualifies as a "Low Risk" project per Construction General Permit 3-9020 and amendments. The Low Risk Site Handbook for Erosion Prevention & Sediment Control will be used as the EPSC plan for the site. . 1 1 .5.Stormwater Design List any stormwater permits obtained or applied for. Describe any stormwater and/or erosion controls proposed to prevent discharges to the wetland and buffer zone. The project will require a stormwater permit. The project design includes three separate stormwater areas (two bioretention areas and one detention area), which will provide peak flow reduction and stormwater treatment prior to discharge to the buffer. 1 1.6.Permanent Describe any plantings, fencing, signage, or other memorialization that Demarcation of Limits provides permanent on -the -ground boundaries for the limits of disturbance of Impact for ongoing uses. The fill slope will be seeded with an erosion control grass mix. In the two areas of trenching, soils will be stockpiled and replaced following construction, and similarly seeded to prevent erosion. VVV' ADMicavon 4/Lb/2ul l r 12. Wetland and Buffer Zone Impacts 12.1.Wetland Impacts 12.2.Buffer Zone Impacts Summarize the square footage of impact in the appropriate category. If more than one wetland is impacted, provide that information and use the supplemental wetland sheets. Totals Wetland Fill 0 s.f. Temporary Wetland Impact 0 s.f. Other Permanent Wetland Impact 0 s.f. Describe in detail the proposed impact. N/A Summarize the square footage of impact in the appropriate category. If more than one wetland is impacted, provide that information and use the supplemental wetland sheets. Totals Temporary Buffer Impact 5,425 s.f. Permanent Buffer Impact 0 s.f. Describe in detail the proposed impact. As described above, three separate areas of impact are proposed. Reconfiguring the existing fill slope in order to provide adequate space to construct the building includes 4,285 sf of impact. This area is currently an authorized fill slope, and reconfiguring it represents a temporary impact to be restored to a fill slope. The original fill was a permanent impact. The two areas proposed for trenching of pipes are currently disturbed roadside areas, and in each of these soils will be stockpiled, replaced, and seeded -- thus constiting temporary impacts. 12.3.Cumulative Impacts List any potential cumulative or ongoing, direct and indirect impacts on the functions of the wetland that could result from the proposed project. N/A 12.4.Avoidance and Minimization Please refer to Section 9.5b of the rules on Mitigation Sequencing for this section. 12.4.1. Avoidance Can the proposed activity be practicably located outside the wetland/buffer zone, or on another site owned or controlled by the applicant or reasonably available to satisfy the basic project purpose? If not, indicate why. This answer should include any examination of alternatives that you have explored including using other properties, requesting easements, and altering the project design. No. Undeveloped land is limited in the vicinity of the airport, and the proposed BATC and VFA is proposed for lands owned by the City of Burlington, Burlington International Airport. It makes practical sense to locate this facility adjacent to the existing airport. 12.4.2. Minimization If the proposed activity cannot practicably be located outside the wetland/buffer zone, have all practicable measures have been taken to avoid adverse impacts on protected functions? Please include any information on on -site alternatives that have been examined; minimizing the size and scope of the project to avoid impacts; or relocating portions of the project to avoid impacts The project has been reconfigured to avoid wetland impacts and minimize VWP Annlication 4/26/2011 Paae 6 buffer impacts. Given the site constraints, buffer impacts are unavoidable. 12.4.3. Mitigation If avoidance of adverse effects on protected functions cannot be practically achieved, has the proposed activity has been planned to minimize adverse impacts on the protected functions and a plan has been developed for the prompt restoration of any adverse impacts on protected functions? Include any information on best management practices to be used for the project both for the initial construction and ongoing use. Also include any proposed restoration of temporary impacts, previously disturbed wetland or buffer zones or proposed conservation that are being used to offset the proposed impacts. Impacts to the fill slope occur in a previously disturbed buffer zone, as authorized in 2005. The two areas proposed for trenching the stormdrain and sewer line are existing disturbed roadside areas. In each of these areas, areas will be restored by stockpiling soils, replacing them, and seeding. Finally, the stormwater design will provide pretreatment and detention to mitigate for any water quality functions. 12.4.4. Compensation Please refer to Section 9.5c of the rules for compensation, which is appropriate when the project will result in an undue adverse impact. If compensation is proposed please include a summary here. The project will not result in undue adverse impact to wetland functions and values. There will be no direct wetland impact, and minimal wetland buffer impact, occuring to areas previously disturbed. No compensatory mitigation is proposed. 13. Supporting materials Where appropriate list the accompanying material by title, author, date and last revision date. Submit these documents and plans with the application. 13.1.1-ocation map Provide a project location map that is 8'/z" x 11" and reproducible in black and white. An Environmental Interest Locator Map is appropriate using the USGS topography map base layer, roads, and VSWI wetlands at minimum. See attached USGS location map and EIL map. 13.2.Site Plans List by title, author, date and last revision date. Plans should include wetland delineation and buffer zones, limits of disturbance, erosion controls, building envelopes and permanent memorialization. See attached site plan (Stantec Consulting Services, Inc., issued for permit June 3, 2011). 13.3.ACOE Delineation List by author, location, and date. Required only for Individual Permits. Forms See attached -- Harris, Stantec (4/15/11) 13.4.Other Supporting Provide any other documentation that supports the application. List Documents photographs; easements; agreements; may include a GIS-compatible wetland submittal for determinations; etc. See attached photographs. 13.5.1-ist of Abutters Attach list of names and mailing addresses or submit as word mailing (Neighbors with land document. adjoining wetland or see attached buffer zone) If choosing the option to fulfill the notice requirement with a newspaper 13.5.1. Newspaper Notification notice, list the newspaper to be used here. A list of names and addresses for immediately adjacent landowners (500 foot radius) of the project area is required for the List of Abutters. ***NOTE: The applicant will be billed directly by the newspaper you list here. Use of newspaper notification may extend the notice period, depending on when the notice posts in the newspaper. 14. Check Which Functions are Wetland Function Summary: (if more than one wetland use Present in the Subject supplemental wetland sheets Functions Subject Wetland _ Functions _L Subject Wetland VWP Application 4/26/2011 Page 7 Wetland and in the Wetland & Values Wetland Complex & Values Wetland Complex Complex. Flood/Storm ® ® FITE Species Storage Surface & Groundwater ® ® Education & ❑ ❑ Protection Research Fish Habitat ❑ ❑ Recreation/ Economic ❑ ❑ Wildlife Habitat ® ® Open Space/ Aesthetics Exemplary Natural ❑ ❑ Erosion ❑ ❑ Community Control If applying for an Individual Vermont Wetland Permit or Determination, please proceed to number 16 and answer the remaining application questions. 15. Coverage under Vermont If applying for Coverage under the Vermont General General Wetland Permit Wetland Permit, please complete question 15.1 prior to submitting application. 15.1.VWP Vermont General If applying for coverage under the Vermont General Wetland Permit, please Permit eligibility verify the following to complete the application: checklist ❑The activity qualifies as an eligible activity for coverage under the Vermont General Wetland Permit ❑The proposed project will meet the conditions applicable to the proposed project in the Vermont Wetland General Permit ❑The activity does not qualify as an Allowed Use under Section 6 of the Vermont Wetland Rules. ❑The activity will not result in an undue adverse impact on protected wetland functions and values, nor does it need additional conditions to protect functions and values. ❑ All impacts have been avoided and minimized to the greatest extent possible. ❑The wetland complex is not significant for Function 5.5 Exemplary Wetland Natural Community or 5.6 Rare, Threatened and Endangered Species Habitat. ❑The activity is not located in or adjacent to a vernal pool, fen, or bog. ❑The wetland is not at or above 2,500' in elevation (headwaters wetland). ❑The project is not located in a Class I wetland or associated buffer zone. ❑The activity is not an as -built project that constitutes a violation of the Vermont Wetland Rules. Stop here if applying for Coverage under the Vermont General Wetland Permit Complete the following Functions and Values checklist if applying for an Individual Wetland Permit and/or a Wetland Determination Functions and Values For each Function and Value, first evaluate the entire wetland or wetland complex and check all that apply. Secondly, evaluate how the wetland in VVVF' Application 4/2b/ZU11 va e b the project area contributes to that function. Thirdly explain how the project will not result in adverse impacts to this function. Include any information on specific avoidance and minimization measures. If more than one wetland complex is involved, use the Supplemental Wetland Forms. 16. Storage for Flood Water and ® Function is present and likely to be significant: Any of the Storm Runoff following physical and vegetative characteristics indicate the wetland provides this function. ® Constricted outlet or no outlet and an unconstricted inlet. ® Physical space for floodwater expansion and dense, persistent, emergent vegetation or dense woody vegetation that slows down flood waters or stormwater runoff during peak flows and facilitates water removal by evaporation and transpiration. ❑ If a stream is present, its course is sinuous and there is sufficient woody vegetation to intercept surface flows in the portion of the wetland that floods. ® Physical evidence of seasonal flooding or ponding such as water stained leaves, water marks on trees, drift rows, debris deposits, or standing water. ® Hydrologic or hydraulic study indicates wetland attenuates flooding. If any of the above boxes are checked, the wetland provides this function. Complete the following to determine if the wetland provides this function above or below a moderate level. If none of the following apply, the wetland provides this function at a moderate level. ❑ Check box if any of the following conditions apply that may indicate the wetland provides this function at a lower level. ❑ Significant flood storage capacity upstream of the wetland, and the wetland in question provides this function at a negligible level in comparison to upstream storage (unless the upstream storage is temporary such as a beaver impoundment). ❑ Wetland is contiguous to a major lake or pond that provides storage benefits independently of the wetland. ❑ Wetland's storage capacity is created primarily by recent beaver dams or other temporary structures. ❑ Wetland is very small in size, not contiguous to a stream, and not part of a collection of small wetlands in the landscape that provide this function cumulatively. ® Check box if any of the following conditions apply that may indicate the wetland provides this function at a higher level. ❑ History of downstream flood damage to public or private property. ® Any of the following conditions present downstream of the wetland, but upstream of a major lake or pond, could be impacted by a loss or reduction of the water storage VWP Annlication 4/26/2011 Paae 9 function. ® 1. Developed public or private property. ® 2. Stream banks susceptible to scouring and erosion. ❑ 3. Important habitat for aquatic life. ® The wetland is large in size and naturally vegetated. ® Any of the following conditions present upstream of the wetland may indicate a large volume of runoff may reach the wetland. ® 1. A large amount of impervious surface in urbanized areas. ❑ 2. Relatively impervious soils. ❑ 3. Steep slopes in the adjacent areas. 16.1.Subject Wetland Please explain how the subject wetland contributes to the function listed above The wetland is topographically positioned in a depression between the Muddy Brook and Potash Brook watersheds, and does not receive large amounts of surface water. Most of the water within the wetland is likely groundwater from higher terrain to the north and south. The surrounding area is heavily urbanized, and the airport has large areas of impervious surface. There are several culvert outfalls into the wetland, with input from direct precipitation and groundwater discharge present. 16.2.Statement of no undue Please explain how the proposed project will not result in any undue, adverse impact adverse impact to this function. Include any avoidance and minimization measures relevant to this function. The proposed project includes impacts to existing disturbed wetland buffer. There are no direct wetland impacts proposed. Implementation of the stormwater design will provide stormwater treatment through bioretention and detention, such that the project will not result in any undue adverse impact to this function. 17. Surface and Ground Water ® Function is present and likely to be significant: Any of the Protection following physical and vegetative characteristics indicate the wetland provides this function. ® Constricted or no outlets. ® Low water velocity through dense, persistent vegetation. ® Hydroperiod permanently flooded or saturated. ® Wetlands in depositional environments with persistent vegetation wider than 20 feet. ❑ Wetlands with persistent vegetation comprising a defined delta, island, bar or peninsula. ❑ Presence of seeps or springs. ❑ Wetland contains a high amount of microtopography that helps slow and filter surface water. ❑ Position in the landscape indicates the wetland is a headwaters area. ❑ Wetland is adjacent to surface waters. ❑ Wetland recharges a drinking water source. VWP Application 4/26/2011 Page 10 ® Water sampling indicates removal of pollutants or nutrients. ❑ Water sampling indicates retention of sediments or organic matter. ❑ Fine mineral soils and alkalinity not low. ❑ The wetland provides an obvious filter between surface water or ground water and land uses that may contribute point or nonpoint sources of sediments, toxic substances or nutrients to the wetland, such as: steep erodible slopes; row crops; dumps; areas of pesticide, herbicide or fertilizer application; feed lots; parking lots or heavily traveled road; and septic systems. If any of the above boxes are checked, the wetland provides this function. Complete the following to determine if the wetland provides this function above or below a moderate level. If none of the following apply, the wetland provides this function at a moderate level. ® Check box if any of the following conditions apply that may indicate the wetland provides this function at a lower level. ® Presence of dead forest or shrub areas in sufficient amounts to result in diminished nutrient uptake. ® Presence of ditches or channels that confine water and restrict contact of water with vegetation. ❑ Wetland is very small in size, not contiguous to a stream, and not part of a collection of small wetlands in the landscape that provide this function cumulatively. ❑ Current use in the wetland results in disturbance that compromises this function. ® Check box if any of the following conditions apply that may indicate the wetland provides this function at a higher level. ❑ The wetland is adjacent to a well head or source protection area, and provides ground water recharge. ❑ The wetland provides flows to Class A surface waters. ® The wetland contributes to the protection or improvement of water quality of any impaired waters. ® The wetland is large in size and naturally vegetated. 17.1. Subject Wetland Please explain how the subject wetland contributes to the function listed above The wetland is effectively surrounded by development, including the airport, commercial developments, and Williston Road. In 2005, 8.3 acres of wetland fill was permitted to allow for airport expansion and development. Although there are no apparent point sources of pollution entering the wetland, nonpoint sources are likely. The wetland is upstream of two impaired watersheds -- Potash and Muddy Brooks. 17.2.Statement of no undue Please explain how the proposed project will not result in any undue, adverse impact adverse impact to this function. Include any avoidance and minimization measures relevant to this function. Wetland impacts from this project have been avoided, and buffer impacts minimized. Implementation of the stormwater design will minimize an VWP Application 4/26/2011 Page 11 potential impacts to the surface and groundwater function. 18. Fish Habitat ❑ Function is present and likely to be significant: Any of the following physical and vegetative characteristics indicate the wetland provides this function. ❑ Contains woody vegetation that overhangs the banks of a stream or river and provides any of the following: shading that controls summer water temperature; cover including refuges created by overhanging branches or undercut banks; source of terrestrial insects as fish food; or streambank stability. ❑ Provides spawning, nursery, feeding or cover habitat for fish (documented or professionally judged). Common habitat includes deep marsh and shallow marsh associates with lakes and streams, and seasonally flooded wetlands associated with streams and rivers. ❑ Documented or professionally judged spawning habitat for northern pike. ❑ Provides cold spring discharge that lowers the temperature of receiving waters and creates summer habitat for salmonoid species. ❑ The wetland is located along a tributary that does not support fish, but contributes to a larger body of water that does support fish. The tributary supports downstream fish by providing cooler water, and food sources. 18A .Subject Wetland Please explain how the subject wetland contributes to the function listed above, The wetland does not provide sufficient open water to provide fish habitat in most of the wetland. Furthermore, the wetland is essentially isolated from downstream habitats by two culverts: water from the wetland flows through a 700 ft culvert toward Potash Brook, and through a 1,200 ft culvert under the airport toward Muddy Brook. 18.2.Statement of no undue Please explain how the proposed project will not result in any undue, adverse impact adverse impact to this function. Include any avoidance and minimization measures relevant to this function. The wetland does not provide a significant fisheries function, and the project will not result in any undue adverse impacts to fisheries. 19. Wildlife Habitat ® Function is present and likely to be significant: Any of the following physical and vegetative characteristics indicate the wetland provides this function. ® Provides resting, feeding staging or roosting habitat to support waterfowl migration, and feeding habitat for wading birds. Good habitats for these species include open water wetlands. ® Habitat to support one or more breeding pairs or broods of waterfowl including all species of ducks, geese, and swans. Good habitats for these species include open water habitats adjacent shallow marsh, deep marsh, shrub wetland, forested wetland, or naturally vegetated buffer zone. ❑ Provides a nest site, a buffer for a nest site or feeding habitat for wading birds including but not limited to: great V W F' Application 4/2b/LU1 1 F'a e l L blue heron, black -crowned night heron, green -backed heron, cattle egret, or snowy egret. Good habitats for these species include open water or deep marsh adjacent to forested wetlands, or standing dead trees. ❑ Supports or has the habitat to support one or more breeding pairs of any migratory bird that requires wetland habitat for breeding, nesting, rearing of young, feeding, staging roosting, or migration, including: Virginia rail, common snipe, marsh wren, American bittern, northern water thrush, northern harrier, spruce grouse, Cerulean warbler, and common loon. ❑ Supports winter habitat for white-tailed deer. Good habitats for these species include softwood swamps. Evidence of use includes deer browsing, bark stripping, worn trails, or pellet piles. ❑ Provides important feeding habitat for black bear, bobcat, or moose based on an assessment of use. Good habitat for these types of species includes wetlands located in a forested mosaic. ® Has the habitat to support muskrat, otter or mink. Good habitats for these species include deep marshes, wetlands adjacent to bodies of water including lakes, ponds, rivers and streams. ® Supports an active beaver dam, one or more lodges, or evidence of use in two or more consecutive years by an adult beaver population. ❑ Provides the following habitats that support the reproduction of Uncommon Vermont amphibian species including: ❑ 1. Wood Frog, Jefferson Salamander, Blue -spotted Salamander, or Spotted Salamander. Breeding habitat for these species includes vernal pools and small ponds. ❑ 2. Northern Dusky Salamander and the Spring Salamander. Habitat for these species includes headwater seeps, springs, and streams. ❑ 3. The Four -toed salamander; Fowler's Toad; Western or Boreal Chorus frog, or other amphibians found in Vermont of similar significance. ❑ Supports or has the habitat to support significant populations of Vermont amphibian species including, but not limited to Pickerel Frog, Northern Leopard Frog, Mink Frog, and others found in Vermont of similar significance. Good habitat for these types of species includes large marsh systems with open water components. ❑ Supports or has the habitat to support populations of uncommon Vermont reptile species including: Wood Turtle, Northern Map Turtle, Eastern Musk Turtle, Spotted Turtle, Spiny Softshell, Eastern Ribbonsnake, Northern Watersnake, and others found in Vermont of similar VWN Application 4/26/2U11 rage 13 significance. ❑ Supports or has the habitat to support significant populations of Vermont reptile species, including Smooth Greensnake, DeKay's Brownsnake, or other more common wetland -associated species. ❑ Meets four or more of the following conditions indicative of wildlife habitat diversity: ® 1. Three or more wetland vegetation classes (greater than 1/2 acre) present including but not limited to: open water contiguous to, but not necessarily part of, the wetland, deep marsh, shallow marsh, shrub swamp, forested swamp, fen, or bog; ® 2. The dominant vegetation class is one of the following types: deep marsh, shallow marsh, shrub swamp or, forested swamp; ❑ 3. Located adjacent to a lake, pond, river or stream; ❑ 4. Fifty percent or more of surrounding habitat type is one or more of the following: forest, agricultural land, old field or open land; ❑ 5. Emergent or woody vegetation occupies 26 to 75 percent of wetland, the rest is open water; ® 6. One of the following: ® i. hydrologically connected to other wetlands of different dominant classes or open water within 1 mile; ❑ ii. hydrologically connected to other wetlands of same dominant class within 1/2 mile; ® iii. within 1/4 mile of other wetlands of different dominant classes or open water, but not hydrologically connected; ❑ Wetland or wetland complex is owned in whole or in part by state or federal government and managed for wildlife and habitat conservation; and ® Contains evidence that it is used by wetland dependent wildlife species. If any of the above boxes are checked, the wetland provides this function. Complete the following to determine if the wetland provides this function above or below a moderate level. If none of the following apply, the wetland provides this function at a moderate level. ® Check box if any of the following conditions apply that may indicate the wetland provides this function at a lower level. ❑ The wetland is small in size for its type and does not represent fugitive habitat in developed areas (vernal pools and seeps are generally small in size, so this does not apply). ® The surrounding land use is densely developed enough to VW P Application 4/26/2011 Paae 14 limit use by wildlife species (with the exception of wetlands with open water habitat). Can be negated by evidence of use. ❑ The current use in the wetland results in frequent cutting, mowing or other disturbance. ❑ The wetland hydrology and character is at a drier end of the scale and does not support wetland dependent species. ❑ Check box if any of the following conditions apply that may indicate the wetland provides this function at a higher level. ❑ The wetland complex is large in size and high in quality. ❑ The habitat has the potential to support several species based on the assessment above. ❑ Wetland is associated with an important wildlife corridor. ❑ The wetland has been identified as a locally important wildlife habitat by an ANR Wildlife Biologist. 19A .Subject Wetland Please explain how the subject wetland contributes to the function listed above The wetland provides good wildlife habitat on a local basis for small mammals, including wetland -dependent mammals such as muskrat and beaver; resident and migratory songbirds; occasional waterfowl, amphibians, and reptiles. The area has been studied in the past (2004), and is not considered a critical resource for wildlife. Its value for this function is limited due to the surrounding development and the wetland's isolation from other habitats. 19.2.Statement of no undue Please explain how the proposed project will not result in any undue, adverse impact adverse impact to this function. Include any avoidance and minimization measures relevant to this function. The project does not include wetland fill, and the buffer impacts are to areas of previous disturbance and limited wildlife value. Further development of the area surrounding the wetland will not result,in an undue adverse impact to this function. 20. Exemplary Wetland Natural ❑ Function is present and likely to be significant: Any of the Community following physical and vegetative characteristics indicate the wetland provides this function. ❑ Wetlands that are identified as high quality examples of Vermont's natural community types recognized by the Natural Heritage Information Project of the Vermont Fish and Wildlife Department, including rare types such as dwarf shrub bogs, rich fens, alpine peatlands, red maple -black gum swamps and the more common types including deep bulrush marshes, cattail marshes, northern white cedar swamps, spruce -fir -tamarack swamps, and red maple -black ash seepage swamps are automatically significant for this function. The wetland is also likely to be significant if any of the following conditions are met: ❑ Is an example of a wetland natural community type that has been identified and mapped by, or meets the ranking and mapping standards of, the Natural Heritage Information Project of the Vermont Fish and Wildlife Department. ❑ Contains ecological features that contribute to Vermont's VW P Application 4/26/2011 Paqe 15 natural heritage, including, but not limited to: ❑ Deep peat accumulation reflecting a long history of wetland formation; ❑ Forested wetlands displaying very old trees and other old growth characteristics; ❑ A wetland natural community that is at the edge of the normal range for that type; ❑ A wetland mosaic containing examples of several to many wetland community types; or ❑ A large wetland complex containing examples of several wetland community types. List species or communities of concern: 20.1.Subject Wetland Please explain how the subject wetland contributes to the function listed above 20.2.Statement of no undue Please explain how the proposed project will not result in any undue, adverse impact adverse impact to this function. Include any avoidance and minimization measures relevant to this function. The project does not include any direct wetland impact, and buffer impacts are restricted to previously disturbed areas. As a result, the project will not result in any undue adverse impact to this funtion. 21. Rare, Threatened, and ® Function is present and likely to be significant: Any of the Endangered Species Habitat following physical and vegetative characteristics indicate the wetland provides this function. ® Wetlands that contain one or more species on the federal or state threatened or endangered lists, as well as species that are rare in Vermont, are automatically significant for this function. The wetland is also likely to be significant if any of the following apply: ❑ There is creditable documentation that the wetland provides important habitat for any species on the federal or state threatened or endangered species lists; ❑ There is creditable documentation that threatened or endangered species have been present in past 10 years; ❑ There is creditable documentation that the wetland provides important habitat for any species listed as rare in Vermont (S1 or S2 ranks), state historic (SH rank), or rare to uncommon globally (G1, G2, or G3 ranks) by the Natural Heritage Information Project of the Vermont Fish and Wildlife Department; ® There is creditable documentation that the wetland provides habitat for multiple uncommon species of plants or animals (S3 rank). List name of species and ranking: Nodding trillium (Trillium cernuum) -- S3 G5 VW P Application 4/26/2011 Page 16 Bristly crowfoot Ranunculus ens Ivanicus) -- S2S3 G5 21.1.Subject Wetland Please explain how the subject wetland contributes to the function listed above Two species considered rare or uncommon in VT, nodding trillium and bristly crowfoot, are known to occur in the wetland. However, they are not located in the vicinity of the proposed project. 21.2.Statement of no Please explain how the proposed project will not result in any undue, adverse impact adverse impact to this function. Include any avoidance and minimization measures relevant to this function. The two rare plant species known to occur in the wetland are not present in the vicinity of the proposed project, and there will be no impact to these species or this function. 22. Education and Research in ❑ Function is present and likely to be significant: Any of the Natural Sciences following characteristics indicate the wetland provides this function. ❑ Owned by or leased to a public entity dedicated to education or research. ❑ History of use for education or research. ❑ Has one or more characteristics making it valuable for education or research. 22.1.Subject Wetland Please explain how the subject wetland contributes to the function listed above The subject wetland is not publicly owned, and it does not have a history of use for education or research. Its location near the airport restricts its use for this function. Please explain how the proposed project will not result in any undue, 22.2.Statement of no undue adverse impact adverse impact to this function. Include any avoidance and minimization measures relevant to this function. The subject wetland is not significant for this function. Since the project does not include any wetland impacts, there will be no change it this function. 23. Recreational Value and ❑ Function is present and likely to be significant: Any of the Economic Benefits following characteristics indicate the wetland provides this function. ❑ Used for, or contributes to, recreational activities. ❑ Provides economic benefits. ❑ Provides important habitat for fish or wildlife which can be fished, hunted or trapped under applicable state law. ❑ Used for harvesting of wild foods. Comments: 23.1.Subject Wetland Please explain how the subject wetland contributes to the function listed above The subject wetland does not provide significant recreational value or economic benefits. 23.2.Statement of no undue Please explain how the proposed project will not result in any undue, adverse impact adverse impact to this function. Include any avoidance and minimization measures relevant to this function.' There will be no change in the wetland or this function as a result of the project. 24.Open Space and Aesthetics ® Function is present and likely to be significant: Any of the following physical and vegetative characteristics indicate the wetland provides this function. VW P Application 4/26/2011 Page 17 ® Can be readily observed by the public; and ❑ Possesses special or unique aesthetic qualities; or ® Has prominence as a distinct feature in the surrounding landscape; ❑ Has been identified as important open space in a municipal, regional or state plan. Comments: 24.1.Subject Wetland Please explain how the subject wetland contributes to the function listed above The wetland is visible from Williston Road and the local roads, as well as from the air when the public flies over the area. It does not provide a significant open space feature or unique aesthetic qualities. It is simply a visible wetland surrounded be development. 24.2.Statement of no undue Please explain how the proposed project will not result in any undue, adverse impact adverse impact to this function. Include any avoidance and minimization measures relevant to this function. The wetland will continue to be visible from Williston Road, Aviation Avenue, and Eagle Drive, as well as from the air. The project will not result in wetland impacts, and there will be no undue adverse impact to this function. 25. Erosion Control through ❑ Function is present and likely to be significant: Any of the Binding and Stabilizing the following physical and vegetative characteristics indicate the Soil wetland provides this function. ❑ Erosive forces such as wave or current energy are present and any of the following are present as well: ❑ Dense, persistent vegetation along a shoreline or stream bank that reduces an adjacent erosive force. ❑ Good interspersion of persistent emergent vegetation and water along course of water flow. ❑ Studies show that wetlands of similar size, vegetation type, and hydrology are important for erosion control. What type of erosive forces are present: ❑ Lake fetch and waves ❑ High current velocities: ❑ Water level influenced by upstream impoundment If any of the above boxes are checked, the wetland provides this function. Complete the following to determine if the wetland provides this function above or below a moderate level. If none of the following apply, the wetland provides this function at a moderate level. ® Check box if any of the following conditions apply that may indicate the wetland provides this function at a lower level. ® The stream is artificially channelized and/or lacks vegetation that contributes to controlling the erosive force. ❑ Check box if any of the following conditions apply that may indicate the wetland provides this function at a higher level. \/WP Annlinnfinn 4/9Fi/pnl1 Pace 18 ❑ The stream contains high sinuosity. ❑ Has been identified through fluvial geomorphic assessment to be important in maintaining the natural condition of the stream or river corridor. 25.1.Subject Wetland Please explain how the subject wetland contributes to the function listed above The wetland is located in a topographic depression, with no erosive forces acting upon the wetland. The wetland drains through two long culverts with no erosive forces present. 25.2.Statement of no undue Please explain how the proposed project will not result in any undue adverse adverse impact impact to this function. Include any avoidance and minimization measures relevant to this function. The wetland is not significant for this function, and the proposed project will not result in any changes to the wetland or this function. IN w. e ... way •/✓ . BU NGTO r i 'Z 00 o- IN ATIO AIRP �T . 1 PROPOSED AVIATIO w " • . TECHNICAL SCHOOL w . RITAGE AION 1A w e4 • w •, �— VALLEY WES '• APRON • w { r or y,r was ae�, 1 • ♦ w • • � ,* � � � . � i,.f„ i ,a AGLE DRIVE 9� tr •° '< b: ATION AVENUE w • " 10—UP1— iility • Plan A." * d,.? • File: 5 er.dw .: r JUN 01 1 CINk iWFF ANSI l: w 1953 583 Client Proiect Stantec Consulting Services Inc. 55 Green Mountain Drive South Burlington VT U.S.A. 05403 Tel. 802.864.0223 ISSUED FOR StanteC Fax. 802.864.0165 PERMIT www.stantec.com JWE3XII BURLINGTON INTERNATIONAL AIRPORT BURLINGTON AVIATION TECHNICAL CENTER AND VERMONT FLIGHT ACADEMY Figure No. 1.0 Title LOCATION MAP WETLAND BUFFER IMPACTS z 0 V r N v v ,.. ANR Environmental Interest Locator VERMONT Vermont Agency of Natural Resources (ANR) BTV ANR Map 73-9-0 W 73-8-50 W 73-8-40 W 73-8-30 W 73-8-20 W 73-9-0 W 73-8-50 W 73-8-40 W 73-8-30 W 73-8-20 W A A N 01 01 z A N V 0 L A v A z A A N J A 0 z A A N J W z 0 600 1200 1800 ft. Map center: 448688, 218238 DISCLAIMER: This map is for general reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. VCGI and the State of Vermont make no representations of any kind, including but not limited to the warranties of merchantability or fitness for a particular use, nor are any such warranties to be implied with respect to the data on this map. URL: http://maps.vermont.gov/imf/sites/ANR_NATRESViewer/jsp/launch.jsp Legend Roads US Highway 40 Vermont glass Highway 40 Class One 40 Class Two Legal Trail �y Emergency U-Turn Area N proposed Clue Two Proposed Class Three M Proposed Vermont State Highway N Proposed US Highway Proposed Interstate Discontinued Interstate Class Three ,, Class Four StaWNatlonal Forest Highway Military Road (No Public Access) !.- Private Road VSWl O Class 7 Wetland Class2 watlarid Rare, Threatened, and Endangered Species . Threatened or Endangered Rare (Not T or E) Hydrography lakes and Ponds (VHD 5k) Hydrography (VHD 5k) VT County Boundary ® VT Town Boundaries (No Fill) NAIP Color Orthophotos 2009 ® VT State Boundary (Fill) VT State Plane Meters (NAD83) N Scale:1:6,091 -- -- - W- I I - - �I� f - X13 Nf9T1EN GE FACILITY PARKIN LOT I 1 PROPOSEDAVIATIONEC ICAL \\�_f�_,. '--VERMONT FLIGHT ACADEMY ly 5' I AND —._y ✓ u � I5T1 FARM 7U'.�N SLOPE RECONSTRUCTION: APPROX. 4285 S.F. H y, pOpOSED_PAFKINB it v eioaerEHr° � 7C � �^ DRAIN A X. 460 S.F. �, 1 ,�-CLASS II WETLAND- < 0 A' — II IIII l /III — I I /��}-�00 o -- / � 1 y SANITARY SEWER ROUT: ' APPROX. 680 S.F. _�- - --� c-- - II � i 1 )0— 1-Chili 5 IMPACTED AREA WITHIN THE WETLAND BUFFER 0 100 200 Pla b .,...� ...a File Sewe\r).dwg Ola( Irl/V - I l I Ar si ri j Stantec Consulting Services Inc. LtJCiiu 55 Green Mountain Drive South Burlington VT U.S.A. 05403 Tel. 802.864.0223 StantK Fax. 802.864.0165 www.stantec.com i,1111JUs ISSUED F. PERMIT r - r '', `th, Year T 7 9'012 Client/Project BURLINGTON INTERNATIONAL AIRPORT BURLINGTON AVIATION TECHNICAL CENTER AND VERMONT FLIGHT ACADEMY Figure No. 1.0 Title SITE PLAN WETLAND BUFFER IMPACTS 3000 WILLISTON RD LLC 6065 WILLISTON RD LLC A & C REALTY LLC c/o Frederic Lowea 3069 Williston Rd c/o Omega Electric Construction 1852 Texas Hill Rd 25 Omega Drive Hinesburg, VT 05461 So. Burlington, VT 05403 Williston, VT 05495 ADAMS PAUL G 1215 Airport Pkwy So. Burlington, VT 05403 ARRANTS STEPHEN P JR 137 Country Club Dr Easy So. Burlington, VT 05403 AUDETTE ROBERT J TRUSTEE AUDETTE ANNE W TRUSTEE 41 Peterson Terrace So. Burlington, VT 05403 AYER PATRICK BRIAN MASLACK AYER TERESE PO Box 9451 So. Burlington, VT 05407 BELTER JOHN H JR & JOYCE N 2 Country Club Dr East So. Burlington, VT 05403 ADAMS RONALD C & RUTH A 1083 Airport Drive So. Burlington, VT 05403 ASHTON THERESA & MICHAEL 1195 Airport Drive So. Burlington, VT 05403 AUTOMASTERS MOTOR CO INC Route 7 Shelburne, VT 05482 BARNIER SCOTT & BARBARA 20 Jackson Street So. Burlington, VT 05403 BERGER RUSSELL G III 615 Airport Pkwy So. Burlington, VT 05403 AIRPORT REALTY FBO AVCENTER 1130 Airport Drive So. Burlington, VT 05403 ATLANTIC TELEMETRY INC PO Box 1660 Williston, VT 05495 AVIATRON INC (US) 25 Customs Drive So. Burlington, VT 05403 BARRY BRUCE 1907 Williston Rd So. Burlington, VT 05403 BLOW MALCOM D & REBECCA J 449 White Street So. Burlington, VT 05403 BOARDMAN WILLIAM M & CYNTHIA D BOUFFARD MARGARET M, PATRICK C, BRESNAHAN PHILLIP W III & KARE 42 Logwood Street JOSEPH N 21 Butler Drive So. Burlington, VT 05403 65 Dumont Ave So. Burlington, VT 05403 So. Burlington, VT 05403 BRUECKNER ROBERT D & ROSEMARIE 451 White Street So. Burlington, VT 05403 BURT RUSSELL & KAREN L 141 Country Club Dr East So. Burlington, VT 05403 BRUSOE ALAN L SOUTIERE ANN M. 11 Mayfair Street So. Burlington, VT 05403 CALKINS FAMILY LIMITED PARTNERSHIP 1835 Spear Street So. Burlington, VT 05403 BURLINGTON CITY OF HERTZ CORP 225 Brae Boulevard Park Ridge, NJ 07656 3069 WILLISTON ROAD LLC 3069 Williston Rd So. Burlington, VT 05403 CALKINS FAMILY LIMITED CAMPION PAUL R CARTER RICHARD G PARTNERSHIP PO Box 9413 135 Airport Pkwy 1835 Spear Street So. Burlington, VT 05403 So. Burlington, VT 05407 So. Burlington, VT 05403 CHASE THOMAS E CHOINIERE PROPERTIES LLC CITY OF BURLINGTON 29 Berard Dr 17 Harbor Watch Rd 1200 Airport Drive #1 So. Burlington, VT 05403 Burlington, VT 05401 So. Burlington, VT 05403 CLIFTON DAVID L & MARY W DALTON WILLIAM D DEEDS EDWARD A PO Box 9476 1383 Airport Dr Converse Bay Rd So. Burlington, VT 05407 So. Burlington, VT 05403 Charlotte, VT 05407 DEFORGE GARY J DEGRECHIE PAUL R & MICHELLE M DEMERS DENNIS R 32 Dumont Ave 199 Kirby Rd 958 Webster Rd So. Burlington, VT 05403 So. Burlington, VT 05403 Shelburne, VT 05482 DESARNO DAVID C TRUST DOERING ROBERT W & LORRIE M DUHAMEL YVETTE 1 4 Ladd Point Rd 1089 Airport Dr 30 Logwood Street Grand Isle, VT 05458 So. Burlington, VT 05403 So. Burlington, VT 05403 EMMONS ROGER A & ANNA M ENTERTAINMENT UNLIMITED LLC FARGNOLI ASSOCIATES LLC 1085 Airport Dr 20 Bisbee Rd 485 Kimberly Drive So. Burlington, VT 05403 Vergennes, VT 05491 Melbourne, FL 32940 FEDERAL EXPRESS CORP FELBER MICHAEL FOLEY JOHN F & JOAN B PROPERTY TAX DEPARTMENT 3630 Hacks Cross Rd, Bldg C 3rd FL 22 Logwood Street 60 Dumont Ave Memphis, TN 38125-8800 So. Burlington, VT 05403 So. Burlington, VT 05403 FONTAINE PAUL A & KIMBERLY A GARNEAU RYAN & KATHRYN GARVEY EDWARD W & PATRICIA G 133 Country Club Dr East 34 Logwood Street 44 Dumont Ave So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 GIRARD DANIEL E HENNIGAR HOLDINGS LLC HENRY MAUREEN C C/O THE MEDICAL STORE LTD 11 Heath Street 805 East Hillsboro Boulevard 1225 Airport Parkway So. Burlington, VT 05403 Deerfield Beach, FL 33441 So. Burlington, VT 05403 HOBBS JAMES E & SHERRIE L INVESTORS CORP OF VT JACKSON SAMUAL 16 Logwood Street 30 Main Street, Suite 401 37 Dumont Ave So. Burlington, VT 05403 Burlington, VT 05407 So. Burlington, VT 05403 JAQUES BRIAN L & LISA A JOST INVESTEMNTS LLC JTG HOLDINGS LLC II 137 Birch Court 69 College Street 272 Windmill Bay Burlington, VT 05408 Burlington, VT 05401 Shelburne, VT 05482 KELESTURA DZEVAD & SAMIRA KINVILLE PETER A & DONNA S KRUGER REBECCA B, DOUGLAS B 13 Dumont Ave 11 South Henry Ct. 1233 Airport Drive So. Burlington, VT 05403 So. Burlington, VT 05403 So. Burlington, VT 05403 LNPINC 25 Omega Drive Williston, VT 05495 LAPLANTE BERNARD J 1181 Airport Dr So. Burlington, VT 05403 LOSO HARRY J & DIANE M 53 Maryland Street So. Burlington, VT 05403 METHOT DAVID F & RACHEL V 57 Dumont Ave So. Burlington, VT 05403 LACEYS INC. 2000 Williston Rd So. Burlington, VT 05403 LEISURE WORLD INC 1245 Airport Pkwy So. Burlington, VT 05403 MAILLE GEORGE A JR & CHARLENE 38 Logwood Street So. Burlington, VT 05403 MOFFATT MARK A 1253 Airport Drive So. Burlington, VT 05403 LANDVATER DARRYL V OLIVER WIGHT CO 85 Allen Martin Dr Essex Jct., VT 05407 LNP INC 300 Cornerstone Drive Williston, VT 05495 MANAZIR THEODORE & CHRISTINA 129 Country Club Dr East So. Burlington, VT 05403 MOVABLE PEAKS 14 Berard Dr So. Burlington, VT 05403 MUNSON EARTH MOVING CORP MUNSON RANDALL G O'BRIEN DANIEL J & LEO J JR C/O SOUTH BURLINGTON REALTY CO C/O SOUTH BURLINGTON REALTY CO C/O R. L. VALLEE INC. PO Box 2204 PO Box 2204 280 Main Street So. Burlington, VT 05407 So. Burlington, VT 05407 St. Albans, VT 05478 O'BRIEN DANIEL J & LEO J JR OLTEANU FLORIN & SVETLANA PALMER ALAN D & CHRISTINE L PO Box 2184 1 Elizabeth Street 5576 Dorset Street So. Burlington, VT 05407 Shelburne, VT 05482 Shelburne, VT 05482 PALMER ALAN D & CHRISTINE L 5576 Dorset Street Shelburne, VT 05482 PMP REALTY LLC PO Box 600 Gardiner, ME 04345 PICKERING RODNEY A 19404 North 4'" Drive Phoenix, AZ 95027 PROULX GERARD E & SUSAN F 1155 Airport Dr So. Burlington, VT 05403 PIERCE SANDRA M 72 Dumont Ave So. Burlington, VT 05403 RDT AVIATION, INC C/O TOM WEAVER 25 Pinecrest Dr Essex Jct., VT 05452 ROBAR PAUL L JR & WANDA ROBERT SCOTT LLC ROCHFORD CHRISTOPHER & PO Box 5190 PO Box 615 REBECCA S Burlington, VT 05401 Manchester, ME 04351 47 Maryland Street So. Burlington, VT 05403 ROONEY WALDEN J & DARLA A RUSSELL JOHN A & LYNN A S M S REALTY PARTNERSHIP 5 Mountain View Blvd 1161 Williston Rd 4016 Williston Rd So. Burlington, VT 05403 So. Burlington, VT 05403 SO. Burlington, VT 05403 SCRIGGINS GENEVA B 420 White Rd So. Burlington, VT 0540', SHAND ROBERT M & LYNDA A 5 Ethan Allen Dr. So. Burlington, VT 05403 SHEPARD GARY F & BETTY 1 Patrick Street So. Burlington, VT 05403 SEAFOX INC 443 Governors Lane Shelburne, VT 05482 SHELBURNE SHIPYARD PO Box 610 Shelburne, VT 05482 JOAN SHIP SEVIN LLC C/O KEVIN SPILLANE 334 Tamarack Shores Shelburne, VT 05482 ST JOHN VIANNEY HOME ASSN C/O KNIGHTS OF COLUMBUS PO Box 9214 So. Burlington, VT 05407 SZWAJA MARIAN & SOPHIE TRUST 1 Butler Drive So. Burlington, VT 05403 TILLEY FRANCES R 1141 Airport Drive So. Burlington, VT 05403 SUBURBAN VT PROPERTY ACQUISITIONS LLC 240 Route 10 West Whippany, NJ 07981 TATRO SAM E SR & ALBERTA M 38 Dumont Ave So. Burlington, VT 05403 TIMBERLAKE ASSOCIATES WALTER E SIMENDINGER 32 San Remo Drive So. Burlington, VT 05403 WETHERBEE WILLIAM F & MICHAEL W WILLARD MALCOLM 467 Depot Rd 699 Nob Hill Rd Colchester, VT 05446 Williston, VT 05495 WOOD WARREN W & EVELYN R WRIGHT WILLIAM G & LORETTA M 35 Crescent Beach Drive 11 Dumont Ave Burlington, VT 05708 So. Burlington, VT 05403 SHAND ROBERT M 5 Ethan Allen Dr So. Burlington, VT 05403 SHELBURNE SHIPYARD PO Box 610 Shelburne, VT 05482 SPRANO ROBERTA M 392 White Street So. Burlington, VT 05403 SWEET LEIGH M & ELLEN F 148 Country Club Dr East So. Burlington, VT 05403 THIBAULT LEONARD E THIBAULT DOROTHY F 1184 Reynolds Rd St. Albans, VT 05478 TRI-D III LLC 156 Acorn Lane, Suite 109 Colchester, VT 05446 WILLARD MALCOLM 699 Nob Hill Rd Williston, VT 0495 WETLAND DETERMINATION DATA FORM — Northcentral and Northeast Region Project/Site: Burl Airport - Aviation School Site City/County: South Burlington Sampling Date: 4115111 Applicant/Owner: BTv State: UT Sampling Point: DP-1 Investigator(s): P. Harris Section, Township, Range: Landform (hillslope, terrace, etc.): wetland depression Local relief (concave, convex, none): none Slope (%): 0 Lat: Long: Datum: Soil Map Unit Name: muck and peat NWI classification: PFO/PSS/PEM/POW Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No (If no, explain in Remarks.) Are Vegetation , Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation , Soil or Hydrology naturally problematic? (if needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc. Hydrophytic Vegetation Present? Yes X No Is the Sampled Area Hydric Soil Present? Yes x No within a Wetland? Yes X No Wetland Hydrology Present? Yes x No If yes, optional Wetland Site ID: Remarks: (Explain alternative procedures here or in a separate report.) HYDROLOGY Wetland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is requiredpcheck all that apply) _ Surface Soil Cracks (136) X Surface Water (Al) X Water -Stained Leaves (139) X Drainage Patterns (B10) X High Water Table (A2) _ Aquatic Fauna (813) _ Moss Trim Lines (816) X Saturation (A3) _ Marl Deposits (B15) Dry -Season Water Table (C2) _ Water Marks (81) X_ Hydrogen Sulfide Odor (Cl) _ Crayfish Burrows (C8) _ Sediment Deposits (B2) X_ Oxidized Rhizospheres on Living Roots (C3) _ Saturation Visible on Aerial Imagery (C9) Drift Deposits (B3) _ Presence of Reduced Iron (C4) _ Stunted or Stressed Plants (D1) Algal Mat or Crust (84) _ Recent Iron Reduction in Tilled Soils (C6) _ Geomorphic Position (132) _ Iron Deposits (85) _ Thin Muck Surface (C7) _ Shallow Aquitard (D3) _ Inundation Visible on Aerial Imagery (87) _ Other (Explain in Remarks) _ Microtopographic Relief (D4) — Sparsely Vegetated Concave Surface (138) FAC-Neutral Test (05) Field Observations: Surface Water Present? Yes X No Depth (inches): Water Table Present? Yes x No Depth (inches): Saturation Present? Yes x No Depth (inches): Wetland Hydrology Present? Yes X No includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: wetland saturated/ponded; surface water present US Army Corps of Engineers Northcentrai and Northeast Region — Interim Version VEGETATION -- Use scientific names of plants. Sampling Point: DP 1 Trse Stratum {Plot size: ) Absolute Dominant Indicator % Cover Species? Status Dominance Test worksheet: Number of Dominant Species That Are OBL, FACW, or FAC: 5 (A) 2. Total Number of Dominant 5 3, Species Across All Strata: (B) 4. Percent of Dominant Species 5 That Are OBL, FACW, or FAC: 900 (A/B) 6. Prevalence Index worksheet: 7, Total % Cover of: Multiply by: = Total Cover OBL species x 1 = Sapling/Shrub Stratum (Plot size: (S ) FACW species x 2 = 1 Acer rubrum 50 x FAC FAC species x 3 = 2 Cornus sericea 30 x FACW FACU species x 4 = 3 Alnus incana 30 x FACW UPL species x 5 = Column Totals: (A) (B) 4. 5 Prevalence Index = B/A = Hydrophytic Vegetation Indicators: 6. 7. X Rapid Test for Hydrophytic Vegetation = Total Cover X Dominance Test is >50% t Prevalence Index is <_3.0' Herb Stratum (Plot size: ) ' Morphological Adaptations (Provide supporting 1 Onoclea sensibilis 30 x FACW data in Remarks or on a separate sheet) 2 Typha latifolia 30 x OBL Problematic Hydrophytic Vegetation' (Explain) 3. "Indicators of hydric soil and wetland hydrology must 4 be present, unless disturbed or problematic. 5. Definitions of Vegetation Strata: 6. Tree — Woody plants 3 in. (7.6 cm) or more in diameter 7• at breast height (DBH), regardless of height. & Sapling/shrub — Woody plants less than 3 in. DBH g, and greater than 3.28 It (1 m) tall. 10, Herb — All herbaceous (non -woody) plants, regardless 11 of size, and woody plants less than 3,28 ft tall. 12. Woody vines — All woody vines greater than 3.20 ft in freight. = Total Cover Woody Vine Stratum (Plot size: ) 1. 2. 3. Hydrophytic 4 Vegetation Present? Yes x No = Total Cover Remarks: (include photo numbers here or on a separate sheet.) US Army Corps of Engineers Northcentral and Northeast Region -- Interim Version SOIL Sampling Point: DP-1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Tvpe Loc Texture Remarks 0-4 10 YR 2/3 musalo mucky -- organic 4-16 10YR 3/3-3/4 musalo ox root channels; redox depl Hydric Soil Indicators: _ Histosol (Al) _ Polyvalue Below Surface (S8) (LRR R, — Histic Epipedon (A2) MLRA 149B) Black Histic (A3) ___, Thin Dark Surface (S9) (LRR R, MLRA 149B) X_ Hydrogen Sulfide (A4) — Loamy Mucky Mineral (F1) (LRR K, L) ____ Stratified Layers (A5) _ Loamy Gleyed Matrix (F2) _ Depleted Below Dark Surface (At 1) _ Depleted Matrix (173) _ Thick Dark Surface (Al2) — Redox Dark Surface (F6) X— Sandy Mucky Mineral (S1) — Depleted Dark Surface (F7) _ Sandy Gleyed Matrix (S4) ® Redox Depressions (F8) _ Sandy Redox (S5) _ Stripped Matrix (S6) _ Dark Surface (S7) (LRR R, MLRA 149B) s. `Location: PL=Pore Lining, M=Matrix Indicators for Problematic Hydric Soils': _, 2 cm Muck (A10) (LRR K, L, MLRA 14913) Coast Prairie Redox (A16) (LRR K, L, R) _ 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) _ Dark Surface (S7) (LRR K, L) Polyvalue Below Surface (88) (LRR K, L) Thin Dark Surface (S9) (LRR K, L) _ Iron -Manganese Masses (F12) (LRR K, L, R) T Piedmont Floodplain Soils (F19) (MLRA 1495) _ Mesic Spodic (TA6) (MLRA 144A, 145, 149B) _ Red Parent Material (TF2) Very Shallow Dark Surface (TF12) _ Other (Explain in Remarks) 31ndicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic, Restrictive Layer (if observed): Type: Depth (inches): ( Hydric Soil Present? Yes X Remarks: Mucky mineral soils; ponded; hydrogen sulfide odor; ox root channels No US Army Corps of Engineers Northcentral and Northeast Region — Interim Version WETLAND DETERMINATION DATA FORM — Northcentral and Northeast Region Project/Site: Burl Airport - Aviation School Site City/County: South Burlington Sampling Date: 4/15/11 Applicant/Owner: BTV State: VT Sampling Point: DP-2 Investigator(s): P. Harris Section, Township, Range: Landform (hilislope, terrace, etc.): slight terrace -- buffer area Local relief (concave, convex, none). none Slope(%): 0 Lat: -_ Long: Datum: Soil Map Unit Name: Adams and Windsor loamy sand NWI classification: UPIL Are climatic / hydrologic conditions on the site typical for this time of year? Yes X No _ (If no, explain in Remarks.) Are Vegetation Soil or Hydrology _ significantly disturbed? Are "Normal Circumstances" present? Yes X No Are Vegetation Soil or Hydrology _ naturally problematic? (if needed, explain any answers in Remarks.) SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc Hydrophytic Vegetation Present? Yes No X Hydric Soil Present? Yes No x Welland Hydrology Present? Yes No x (Explain alternative procedures here or in a separate HYDROLOGY Is the Sampled Area within a Wetland? Yes No X If yes, optional Wetland Site ID: Welland Hydrology Indicators: Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is reguiredu check all that apply) Surface Soil Cracks (136) — Surface Water (Al) — Water -Stained Leaves (139) Drainage Patterns (1310) — High Water Table (A2) — Aquatic Fauna (8 13) Moss Trim Lines (B16) — Saturation (A3) — Marl Deposits (13115) Dry -Season Water Table (C2) — Water Marks (13 1) — Hydrogen Sulfide Odor (C11) Crayfish Burrows (C8) — Sediment Deposits (132) — Oxidized Rhizospheres on Living Roots (C3) Saturation Visible on Aerial Imagery (C9) — Drift Deposits (133) — Presence of Reduced Iron (C4) v Stunted or Stressed Plants (01) — Algal Mat or Crust (84) — Recent Iron Reduction in Tilled Soils (C6) Geomorphic Position (D2) — Iron Deposits (135) — Thin Muck Surface (C7) Shallow Aquitard (D3) — Inundation Visible on Aerial Imagery (137) — Other (Explain in Remarks) W Microtopographic Relief (134) — Sparsely Vegetated Concave Surface (138) FAC-Neutral Test (D5) Field Observations: Surface Water Present? Yes — No x Depth (inches): Water Table Present? Yes — No x Depth (inches): Saturation Present? Yes No x Depth (inches): Wetland Hydrology Present? Yes No X (includes capillary fringe) — Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: US Army Corps of Engineers Northcentral and Northeast Region — Interim Version VEGETATION — Use scientific names of plants. t Absolute Dominant Indicator Tree Stratum (Plot size: �D ) % Cover Species? Status 1. Pinus strobus 75 x FACU 2 Quercus rubra 40 x FACU 3 Fagus grandifolia 40 x FACU 4. 5. 6. Sampling Point: DP 2 Dominance Test worksheets Number of Dominant Species That Are OBL, FACW, or FAC: fl (A) Total Number of Dominant Species Across All Strata: 5 (B) Percent of Dominant Species That Are OBL, FACW, or FAC: 0 (A/B) Prevalence Index worksheet: 7. Total % Cover of: Multiply by: t =Total Cover OBL species x 1 = SaplinatShrub Stratum {Plot size: ) FACW species x 2 = 1. Corylus cornuta 10 x FACU FAC species x 3 = 2 Fagus grandifolia 5 FACU FACU species x 4 = 3. UPL species x 5 = 4. Column Totals: (A) (B} 5. 6. 7. t = Total Cover Herb Stratum (Plot size: ) 1 Pteridium aquilinum 25 x FACU 2 Maianthemum canadense 5 FAC 3. Prevalence Index = BIA = Hydrophytic Vegetation Indicators: — Rapid Test for Hydrophytic Vegetation _ Dominance Test is >50% _ Prevalence Index is <_3.0' _ Morphological Adaptations' (Provide supporting data in Remarks or on a separate sheet) _ Problematic Hydrophytic Vegetation' (Explain) 4' Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. 5. Definitions of Vegetation Strata: s. 7. Tree — Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. 8. Sapling/shrub — Woody plants less than 3 in, DBH 9• and greater than 3,28 ft (1 m) tall. 10. Herb — All herbaceous (non -woody) plants, regardless 11. of size, and woody plants less than 3.28 ft tall. 12, Woody vines — All woody vines greater than 3.28 ft in height. = Total Cover Woody Vine Stratum (Plot size: } 1. 2. 3. .-.-- Hydrophytic 4. Vegetation Present? Yes x No = Total Cover Remarks: (Include photo numbers here or on a separate sheet.) Upland - sparse herb layer (early in season) US Army Corps of Engineers Northcentral and Northeast Region — Interim Version SOIL Sampling Point: DP-2 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type' Loe Texture Remarks 0-3 10 YR 212 loam 3-16 10YR 414 losa moist 'Type- C=Concentration, D=De letion, RM=Reduced Matrix, CS=Covered or Coated Sand Grains, 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators: Indicators for Problematic Hydric Solls3: ,_ - Histosol (Al) _ Polyvalue Below Surface (S8) (LRR R, _ 2 cm Muck (A10) (LRR K, L, MLRA 1498) _ Histic Epipedon (A2) MLRA 149B) _ Coast Prairie Redox (A16) (LRR K, L, R) _ Black Histic (A3) _ Thin Dark Surface (S9) (LRR R, MLRA 149B) _ 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) _ Hydrogen Sulfide (A4) — Loamy Mucky Mineral (F1) (LRR K, L) _ Dark Surface (S7) (LRR K, L) _ Stratified Layers (A5) — Loamy Gleyed Matrix (F2) _ Polyvalue Below Surface (S8) (LRR K, L) _ Depleted Below Dark Surface (At 1) _ Depleted Matrix (F3) _ Thin Dark Surface (S9) (LRR K, L) _ Thick Dark Surface (Al2) — Redox Dark Surface (F6) _ Iron -Manganese Masses (F12) (LRR K, L, R) — Sandy Mucky Mineral (S1) _ Depleted Dark Surface (F7) ___- Piedmont Floodplain Soils (F19) (MLRA 149B) Sandy Gleyed Matrix (S4) — Redox Depressions (F8) — Mesic Spodic (TA6) (MLRA 144A, 145, 149B) Sandy Redox (S5) — Red Parent Material (TF2) — Stripped Matrix (S6) ._._. — Very Shallow Dark Surface (TF12) Dark Surface (S7) (LRR R, MLRA 149B) — Other (Explain in Remarks) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No X marks: soils only moist after- snowmelt and rain US Army Corps of Engineers Northcentral and Northeast Region — Interim Version Burlington International Airport Proposed Aviation Technical Center and Vermont Flight Academy Project Site Photos Photo 1. View to southwest of existing wetland and upland forest buffer. 4/15/11 Photo 2. View to northwest along fill slope with existing Heritage Aviation buildings visible in the distance. 4/15/1 1 Photo 3. View to southeast showing wetland with its fill slope buffer to the left. Proposed storm drain will be located in right foreground. 4/15/11 Photo 4. View to northeast showing existing airport development behind fence. The proposed building will be located on gravel and grass in the foreground. 4/15/11 Photo 5. View to east showing existing mowed buffer. The proposed sewer line will be located in this grassy area. 4/15/11 Burlington Aviation Technical Center / Vermont Flight Academy Traffic Impact and Access Study Stantec June 2, 2011 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY I TRAFFIC IMPACT AND ACCESS STUDY Table of Contents 1.0 EXECUTIVE SUMMARY....................................................................................................1.1 1.1 STUDY PURPOSE.............................................................................................................1.1 1.2 PROJECT DESCRIPTION.................................................................................................1.1 1.3 EXISTING AND FUTURE TRAFFIC CONDITIONS...........................................................1.3 1.4 OPERATIONAL ANALYSES RESULTS...........................................................................1.3 1.4.1 Level of Service...................................................................................................1.4 1.4.2 Turn Lane Warrants.............................................................................................1.5 1.4.3 Traffic Signal Warrants........................................................................................1.5 1.5 FINDINGS AND RECOMMENDATIONS...........................................................................1.6 1.5.1 Findings............................................................................................................... 1.6 1.5.2 Recommendations...............................................................................................1.6 2.0 INTRODUCTION................................................................................................................2.7 2.1 BURLINGTON INTERNATIONAL AIRPORT....................................................................2.7 2.1.1 Prior traffic Studies...............................................................................................2.8 2.2 BATC /VFA DEVELOPMENT PROGRAM.........................................................................2.8 2.2.1 Vermont Flight Academy......................................................................................2.9 2.2.2 Burlington Aviation Technical Center 2.3 I :::::::::::::::::::::::::::::::::::::::............................2.9 SCOPE OF STUDY ......... 2.9 2.3.1 Project Access / Study Area ..........................................................................2.9 2.3.2 Analysis Conditions............................................................................................2.10 3.0 EXISTING CONDITIONS .............................. ......................3.10 3.1 EXISTING TRAFFIC VOLUMES......................................................................................3.10 3.2 DESIGN HOUR VOLUME CALCULATIONS...................................................................3.10 3.3 CRASH HISTORY............................................................................................................3.11 3.4 PUBLIC TRANSPORTATION PAST AVIATION AVENUE.............................................3.11 3.5 BICYCLE AND PEDESTRIAN FACILITIES.....................................................................3.13 4.0 FUTURE ACCESS CONDITIONS....................................................................................4.13 4.1 EXPECTED DEVELOPMENT UNRELATED TO THE PROJECT...................................4.14 4.1.1 Background Traffic Growth................................................................................4.14 4.2 AIRPORT TRAFFIC GROWTH........................................................................................4.14 4.3 FUTURE "NO BUILD" TRAFFIC VOLUMES..................................................................4.14 4.4 FUTURE "BUILD" TRAFFIC VOLUMES.........................................................................4.17 4.4.1 BATC VFA Trip Generation...............................................................................4.17 4.4.2 BATC VFA Trip Distribution...............................................................................4.19 4.4.3 2012 and 2017 Build Traffic Volumes................................................................4.22 I 5.0 ANALYSES......................................................................................................................5.25 5.1 INTERSECTION CAPACITY ANALYSIS.........................................................................5.25 5.1.1 Level of Service Criteria.....................................................................................5.25 iV:\1953\active\195310583\transportation\Traffic\Report\Traffic Report 06-02-11.doc J StantK BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Table of Contents 5.1.2 Unsignalized Intersections.................................................................................5.25 5.1.3 Overall Intersection Analysis Summary.............................................................5.26 5.2 TURN LANE WARRANTS REVIEW................................................................................5.27 5.3 TRAFFIC SIGNAL WARRANTS REVIEW.......................................................................6.28 6.0 SUMMARY OF FINDINGS AND RECOMMENDATIONS................................................6.29 6.1 FINDINGS.........................................................................................................................6.29 6.2 RECOMMENDATIONS....................................................................................................6.29 djd v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY 1.0 Executive Summary 1.1 STUDY PURPOSE This study has been prepared to evaluate the existing and future operating conditions at the Williston Road (US 2) / Aviation Avenue/ Ace Hardware Driveway intersection which is the proposed access to the proposed Burlington Aviation Technical Center / Vermont Flight Academy (BATC / VFA). Figure 1 illustrates the project location and access via the Aviation Avenue / Williston Road intersection. This report contains: • Estimates of the peak hour trips generated by the proposed Burlington Aviation Technical Center / Vermont Flight Academy (BATC / VFA) upon opening in 2012 and full enrollment anticipated by the year 2017. • Analyses required determining any traffic impacts on the intersection's levels of service and more generally the accommodation of traffic on Williston Road and at its intersection with Aviation Avenue. • Recommendations to improve access and address the crash history on Williston Road. This report will be included in the Vermont ACT 250 permit application. Coordination with the Agency of transportation was initiated prior to the filing of the application to coordinate their review in regard to the ACT 250 process. 1.2 PROJECT DESCRIPTION The proposed Burlington Aviation Technical Center and Vermont Flight Academy (BATC / VFA) facility at Burlington International Airport will serve multiple aviation education programs and will involve more than 160 students uncle full enrollment. The proposed landside and airside facilities and aircraft at the BATC / VFA will consist of: • Part of the curriculum of the planned Vermont Flight Academy / Vermont Technical College Bachelor of Science Degree program; complementing degree requirements will be offered at the Vermont Technical College's Williston location. Degree candidates will attend classes at both locations several days each week. • The Vermont Flight Academy will also offer non -degree flight training. • The Burlington Aviation Technical Center will use the proposed BATC / VFA facilities to educate students in several programs involving aviation technology. The planned aviation technology programs are Aviation, Airframe, and Powerplant Technology. These will complement high school course work and night school programs at the Burlington Technical Center. In addition a night school in Avionics is planned. djd v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 1.1 ►j ' 1-- BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Executive Summary June 2, 2011 s .% r-,. w�., `�. � ,., "*,.. •ems, � � � , r »' �tATi0 AIRP7. r r y,� BATS V FA i SITESouth �. tf iX�►a l`71ii;�,'t57Li� �., osier► 1tr1 m' f , a r SITE ACCESS ,. 4� V a SCALE Jf ` R:ra mild Figure 1 South Burlington Vermont Al=abL Stantec Consulting Services Inc. 66 Green Mountain Drive SATE I VFA South Burlington, VT U.S.A. And impact StuMat- 1 h Project Location 05403 Tat. 802.864,0223 Fax.802.864.0186 196310583 5/1 011 www,staniec.com djd v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 1.2 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Executive Summary June 2, 2011 1.3 EXISTING AND FUTURE TRAFFIC CONDITIONS Observations of existing traffic volumes include: A Thursday February 10, 2011 twelve-hour turning movement count at the Aviation Drive and Williston Road intersection which indicates the following: o The peak hour of the day occurs between 4:30 PM to 5:30 PM when 150 vehicles entered or exited Aviation Avenue and total volume through the intersection is 1,965 vph. o The morning peak hour occurs between 7:30 AM to 8:30 AM when 57 vehicles entered or exited Aviation Avenue and total volume through the intersection totals 1,600 vph. Researched historical volume on Williston Road indicates Average Daily Traffic (ADT) volume of 17,600 vpd based on VTrans' station D036. Future conditions are assumed to reflect the following: • BTV will experience vehicle growth related to a forecast' of 3.2 percent annual increase in enplanements considering the BTV future market share and an annual growth. Based on the 2009 Burlington Airport Traffic Study this growth translates to 34 peak hour vehicle trips through the Williston Road / Aviation Avenue intersection by the year 2017. • No other specific approved projects will generate additional traffic in this area. • Based on Vtrans' traffic count station data in Williston and South Burlington, regional traffic growth is expected to increase about 5 percent over the next twenty years. • The proposed BATC / VFA educational facility is expected to generate 72 evening peak hour trips including 62 exiting and 10 entering vehicles, and 88 morning peak hour trips including 82 entering and 6 exiting the site. 1.4 OPERATIONAL ANALYSES RESULTS The existing and future traffic volumes were examined with respect to the existing four- lane Williston Road roadway, and the STOP controlled two-lane Aviation Avenue and the one lane Ace Hardware Driveway approaches. Level of service of the unsignalized intersection, turning lane warrants on Williston Road, and traffic signal warrant analyses at the intersection have been prepared. These results are provided in the following tables and discussion. ' Campbell and Paris Engineers Memo dated January 2009 to Burlington International Airport RE: Forecast Letter Report — Burlington International Airport. djd v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 1.3 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Executive Summary June 2, 2011 Analysis of the Williston Road / Kennedy Drive / Airport Drive intersection under 2017 No Build and Full enrollment Build conditions indicate no significant change at that intersection. Detailed results are provided in the appendix. 1.4.1 Level of Service Level of service analysis was conducted using Synchro software based on the Highway Capacity Manual for existing conditions and future conditions with and without the proposed project at the Williston Road / Aviation Avenue/ Ace Hardware Driveway STOP sign controlled intersection. Both morning and evening peak hour conditions were analyzed during existing year (2011), opening year (2012), and the planning year (2017). Levels of service analyses results as presented in Table 1 indicate that rights turns, the current and future major exiting movement from Aviation Avenue, are expected to operate at LOS B with minimal delay for all analyzed conditions. Left turns from Aviation Avenue experience the longest delays and worse level of service; morning peak hours are characterized by LOS D under existing conditions and LOS E under future conditions. Analysis of evening peak hour conditions for the left turn from Aviation Avenue indicates LOS F (delays greater than 50 seconds) under existing and future conditions with or without the project. The Ace Hardware Driveway approach experiences LOS C and D during the morning peak hour conditions and LOS D and E during the evening peak hour conditions. Table 1 Unsignalized Analysis Summary — Williston Road / Aviation Avenue / Ace Hardware Driveway 2011 • Minor Approach Controlled(To Williston Road) No Build Build No Build Build Movement AM Design Hour Level of Service Aviation Avenue Lefts D D E E E Aviation Avenue Rights B B B B B Ace Hardware Driveway All C C C C D Overall Intersection* All D D E E E PM Design Hour Level of Service Aviation Avenue Lefts F F F� F F Aviation Avenue Rights B B B B B Ace Hardware Driveway All D D E E E djd v.\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11 doc 1.4 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Executive Summary June 2, 2011 Overall Intersection* All F I F I F I F I F *Overall LOS for unsignalized intersections is defined as the worse LOS on a minor approach. 1.4.2 Turn Lane Warrants Left turn lanes warrants were checked in accordance with the criteria stated in the AASHTO Publication, A Policy on Geometric Design of Highways and Streets, and the software developed as part of the NCHRP 457. The existing conditions analysis results provided in Table 2 indicate that currently a left turn lane is warranted during one or both peak hour periods for both the westbound left turn into the Ace Hardware Driveway and eastbound into Aviation Avenue. With increased traffic volumes, under future conditions with and without the project , the warranting of the left turn lane will remain. Table 2 Left Turn Lane Warrants Analysis Right turn lane warrants were checked under existing and future No Build and Build conditions. It was found not warranted for both the eastbound right into the Ace Hardware Driveway and the westbound right turns into Aviation Avenue under existing and future conditions. The method applied is that established by VTrans in 1989 and contained as Appendix H in the VTrans Traffic Impact Study Guidelines as revised in October 2008. By this procedure the volume of right turns, the total "advancing" traffic volume on the considered right turn approach, and vehicle speed on that approach factor into the calculations. There are more right turns into Aviation Drive than into the Ace Hardware Driveway. Westbound vehicles turning right into Aviation Avenue are estimated to increase nearly fourfold under full enrollment; however, the analysis indicates the right turn lane does not meet or exceed warrants. 1.4.3 Traffic Signal Warrants Traffic signal control is not warranted under existing conditions. Significant delays are experienced during the evening peak hour on the Aviation Drive and Ace Hardware driveway approaches; however, the volume during other hours does not reach the warrant volume thresholds. Traffic volumes during the needed multiple hours of the day are not expected to meet the eight -hour Warrant 1 which is generally a VTrans requirement for signalization under future No Build or Build conditions. djd v.\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 1.5 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Executive Summary June 2, 2011 Volume thresholds associated with Warrant 3, the one -hour warrant, may be exceeded by average traffic volumes under the 2017 Build condition pending the number of single -occupant vehicles added by the project. This warrant is typically not recognized by VTrans as solely sufficient justification for the installation of a traffic signal. Aviation Drive was constructed as a two-lane approach and 66 percent of the approach traffic turns right. In general, traffic signals are not appropriate measures to serve right turns. Based on this review of the traffic signal warrants and operating conditions, the installation of a traffic signal is not recommended. 1.5 FINDINGS AND RECOMMENDATIONS 1.5.1 Findings This report indicates the traffic impacts due to the new vehicle trips generated by the BATC / VFA educational facility project will be minimal and limited to the access point to Williston Road With full enrollment by 2017, a maximum of 55 new vehicles during a peak hour (evening) will be added to Williston Road west of Aviation Avenue and 47 new vehicle trips added to the east during a peak hour. During the evening peak hour a total of 82 new vehicle trips are expected to be generated by the project. This report indicates that under existing conditions a left turn lane on Williston Road is warranted to serve left turns into both Aviation Avenue and the Ace Hardware Driveway. Existing right turns do not warrant a right turn lane and under future conditions with the project, the number of right turns into Aviation Avenue will increase but will remain below the warranting number for a right turn lane. A traffic signal is not warranted at the Williston Road /Aviation Avenue / Ace Hardware Driveway intersection under existing conditions nor is one warranted with the expected distribution of new traffic generated by the proposed BATC/ VFA educational facility exiting Aviation Avenue. Right turns will remain the major movement and these vehicles are adequately served by the two lanes on the Aviation Avenue approach avoiding queues behind the delayed left turns. The existing and future peak hour left turn volume does not exceed signal warrant thresholds. 1.5.2 Recommendations To reduce the delay associated with the peak hour volumes at the Aviation Avenue intersection as experienced under existing and future conditions, and mitigate the safety issues indicated by the crash occurrence at this intersection and along the corridor to the east and west, the following measures are recommended. • Develop and apply a Transportation Demand Management program for the purpose of reducing peak hour trips. This program should include the scheduling of classes at the proposed BATC / VFA education facility to minimize peak hour vehicle trips. The program will also include the expanded use of buses and shuttles to the facility from the associated Burlington Technical Center and the Vermont Technical Academy. djd v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 1.6 f BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Introduction June 2, 2011 Develop and apply a restriping plan for a three -lane Williston Road roadway from a point approximately 750 feet east of the Kennedy Drive / Airport Drive intersection to the point approximately 150 feet west of where Williston Road presently operates as a two-lane roadway. Williston Road will retain its effective capacity east of Aviation Avenue and by providing the transitions as shown the Williston Road / Kennedy Drive / Airport Drive will retain its capacity which controls the corridor. The center turn lane will store left turns from Williston Road through traffic and will likely reduce rear end crash occurrence. • The Airport should coordinate with Vtrans and the City of South Burlington with regard to the restriping plan. Vtrans plans to repave / restripe Williston Road in 2012. Remedying the existing short transition to the second westbound through lane east of Airport Drive is a planned short term corridor improvement per the Route 2 Corridor Study and the City's traffic impact fees are dedicated in part on the improvement of Williston Road. 2.0 Introduction This study has been prepared to determine the access needs and the traffic impact of the proposed educational facility housing the Burlington Aviation Technical Center and the Vermont Flight Academy. The proposed facility is planned on Eagle Drive in South Burlington which is accessible via Aviation Avenue and Williston Road (Route 2). The proposed facility will serve both high school and college students. Other existing non degree flight training at the Heritage Flight School on Aviation Avenue is expected to continue and also be housed in the proposed educational facilities. The Vermont Technical College will accept its first class in association with the Vermont Flight Academy in the 2012 - 2013 school year. The VTC/ VFA four degree program will grow by adding a class each year. By the year 2016 when the first class completes their four year program, there will be four classes at the college level. Similarly the high school program administered through the Burlington Technical High School is expected to expand its existing Aviation Technology curriculum with an Airframe and Powerplant curriculum. Both would be served by the proposed educational facilities. The intersection operational analysis contained in this report has been prepared to satisfy the concerns of the South Burlington Design Review Board and follows the VTrans guidelines for the preparation of traffic impact studies reviewed through the ACT 250 process. 2.1 BURLINGTON INTERNATIONAL AIRPORT The proposed educational facilities are planned on property in South Burlington owned by the Burlington Airport (BTV). This property is located on the south end of the airport where runways end and buildings exist that support other related uses which principally include a FEDEX air transport package receiving operation, the existing Heritage Flight operations, Aviatron, Pratt and Whitney, and a BTV maintenance building. All of these uses are accessed from Aviation Avenue as will be the proposed educational facilities. djd v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 2.7 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Introduction June 2, 2011 Other entities at this south end of the airport are accessed from other ways. The Atlantic Aviation building and its general aviation operations is accessed via Airport Drive. The Valley Apron area is accessed via Valley Road, as is the remote long term parking area for the airport. While there is an existing gravel road connection between Valley Road and Eagle Drive/ Aviation Avenue, Valley Road will be gated and closed to daily traffic. Burlington Airport is providing a location well suited to the needs of the BATC / VFA program. The classrooms and shop areas required will be built and owned by Burlington Airport for the exclusive use by the BATC / VFA program. This educational / economic initiative is gaining broad support with funding from multiple sources including the airport through long term use of the land and the buildings. Burlington Airport has experienced significant growth over the past ten years: however, there has actually been a decline in passengers over the last two years during the present economic period. 2.1.1 Prior traffic Studies Several other traffic studies have been prepared recently in the airport area. Some of these are directly related to the airport. These include several traffic studies prepared by TRANS / OP INC. for the airport regarding parking garage expansion between 1997 and 2002. The most recent airport parking garage expansion was the focus of the 2009 Burlington Airport Traffic Study prepared by Stantec. In addition, Campbell and Paris Engineers are preparing an update to the Burlington Airport Master Plan. Several studies have been prepared for the Chittenden County Metropolitan Planning Organization (CCMPO) regarding local access to the airport: • Ground Access Study of the Burlington International Airport by RSG Inc., April 2002. This study includes airport access mode choice information. • Airport Drive/ Airport Parkway Improvements Scoping Study by Stantec (formerly Dufresne -Henry) October, 2005. This report presented alternatives to improve airport access including one that would provide a connection between Airport Drive and Airport Parkway on airport property and reduce or eliminate the dependency on White Street. • US Route 2 Corridor Transportation Management Plan completed in 2007 by RSG for the CCMPO included projections and alternatives development / analysis and short and long term recommendations for Williston Road (Route 2). 2.2 BATC /VFA DEVELOPMENT PROGRAM The proposed Burlington Aviation Technical Center and Vermont Flight Academy (BATC VFA) facility at Burlington International Airport will serve multiple programs. The combined programs will involve activity during all seven days of the week and will include early morning and late did v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11 doc 2.8 BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Introduction June 2. 2011 evening activity. The landside and airside facilities and aircraft at the BATC VFA will enable about fifty percent of the curriculum of the planned Vermont Flight Academy / Vermont Technical College Bachelor of Science Degree program. The complementing other half of the requirements will be offered at the Vermont Technical College's Williston location. Degree candidates will attend classes at both locations several days each week. The Vermont Flight Academy will also offer non -degree flight training. This training outside the degree program will involve less frequent trips during the week and will often involve weekend training as well as early morning and evening training scheduled around daily work schedules. 2.2.1 Vermont Flight Academy The Vermont Flight Academy will graduate its first class of 10-14 persons four years after opening. Each year a similar size class will be added. By the time the first class graduates the school will include approximately 50 full time degree program students. In addition, it is expected that there will be 30 non -degree program flight training students. The VFA staff will include a Chief Flight Instructor, two Assistant Chief Flight Instructors, 15 other instructors, 4 administrative personnel including a maintenance person. VFA will have 5-7 aircraft initially and that number will increase to 10 -12 aircraft when the school is at full enrollment in four years. 2.2.2 Burlington Aviation Technical Center The Burlington Technical Center which is located in Burlington will use the proposed facilities to educate students in aviation technology. Several programs are planned at BATC VFA including Aviation, Airframe, and Powerplant Technology. The Airframe and Powerplant technology programs will not occur during the same months but rather will be offered during different four month semesters. These will complement high school course work and night school programs at the Burlington Technical Center. The combined programs will include 40 students initially and is expected to grow by as many as 25 students over the next few years. The BATC program will include 3 instructors initially and that number will grow to 5 instructors on the proposed site. In addition, a night school in Avionics is expected that would include 8 additional adult students. The high schools that will send students will include Burlington, South Burlington, Rice, Essex, Mount Mansfield, Colchester, CVU, BFA, Fairfax, Winooski, and Milton. 2.3 SCOPE OF STUDY This traffic impact and access study will report on existing and future conditions. Future conditions will include the year 2012 when the educational facility is currently planned to open and 2017. The 2017 scenario is expected to include the full four year enrollment. To illustrate the impact of the project the analyses will also include "No Build" conditions which will account for regional growth airport growth and any approved local projects. 2.3.1 Project Access / Study Area The proposed educational facility project will be accessed via Williston Road, Aviation Avenue and Eagle Drive. Williston Road is within the urban compact and therefore maintained by the City of South Burlington. Aviation Avenue and Eagle Drive are private roads maintained by the Burlington Airport. djd v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 2.9 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Existing Conditions June 2, 2011 The study area includes the intersection of Williston Road / Aviation Avenue / Ace Hardware Driveway consistent with the VTrans' guidelines for traffic impact studies which cites a peak hour volume increase of 75 new vehicle trips in an hour as the basis for inclusion in the study area. Those trips passing through the Williston Road / Airport Drive / Kennedy Drive intersection will be mostly through trips and will not significantly impact the intersection. Analyses which demonstrate this point are included in the Appendix. 2.3.2 Analysis Conditions In accordance with VTrans guidelines for preparing traffic impact studies, the design hour volume condition is analyzed. The design hour is associated with the 30th highest hour on the adjacent roadway. Observed worse case conditions, the evening peak hour as observed at the Williston Road / Aviation Avenue / Ace Hardware Driveway intersection, is the basis for developing the 30th highest hour conditions. The opening year 2012 and year 2017, five years after opening per VTrans guidelines, have been studied. By the year 2017, the school is expected to operate with a full enrollment. 3.0 Existing Conditions Inventory of the roadway and intersection operations include the number of lanes, both through traffic and turning lanes; the presence and width of shoulders and sidewalks; traffic control, and traffic volumes during daily peak periods. Stantec's safety evaluation of the study area includes sight distance and crash history review. Sight distance is adequate from Aviation Avenue considering the straight Williston Road roadway, clear sight lines and 35 MPH speed limits. 3.1 EXISTING TRAFFIC VOLUMES Existing traffic conditions were observed at the Aviation Avenue and Williston Road intersection on Thursday February 10, 2011. Historical traffic volume levels on Williston Road have been researched from data libraries of the Chittenden County Metropolitan Planning Commission (CCMPO) and VTrans. Projections of future vehicle trips have been developed based, in part, on prior studies of recently constructed or approved projects. 3.2 DESIGN HOUR VOLUME CALCULATIONS Record information from VTrans count station D036 indicates that Williston Road (US Route 2) at the South Burlington town line carried approximately 17,600 vehicles per day (vpd) in 2008. Based on VTrans' K factor of 0.104 for urban roadways the average daily traffic corresponds to a design hour volume (DHV) of 1830 vph. This design hour volume factored to 2011 (factor = 1.01) results in 1848 vph DHV (2011). Traffic count data was collected specifically for this project on February 10, 2011. On this day, the peak hour was observed between 4:30 and 5:30 PM. On Williston Road, the peak hour was observed at 1833 vph east of Aviation Avenue and old v.\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 3.10 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Existing Conditions June 2, 2011 on Aviation Avenue the observed peak hour volume was 150 vpd. Stantec notes that the observed volume on Williston Road east of the site is nearly equal to the calculated DHV. 3.3 CRASH HISTORY The crash records of the study area intersections were researched from VTrans files for the five year period (2005 to 2009). The crashes were compiled and listed in the appendix and a crash rate was calculated and compared to state averages to determine if the intersection is a high crash location. Table 3 presents a summary of the crash analyses, where a total of 18 crashes occurred within the five year period. Of these Williston Road intersection crashes, 20 percent were angle type crashes, while 60 percent of the crashes are rear end type; most occurred on the eastbound and westbound approaches where the absence of a left turn lane may be a contributing factor. Table 3 Crash Analyses Summary Crash rates per million vehicles entering the intersection were calculated and compared to the statewide average of 0.531 crashes per million vehicle -miles. The calculated crash rate of 0.435 is less than the average statewide crash rate for similar intersections. The test of a high crash location is the ratio of the actual crash rate in relation to the critical crash rate. The critical crash rate is computed based on the volume of traffic approaching the specific intersection and thereby normalizes the each intersection crash rate. The critical crash rate at the Williston Road / Aviation Avenue / Ace Hardware Driveway intersection is 1.528 and the resultant ratio of actual to critical is 0.22. Where this ratio is less than 1.0 the intersection is not considered a high crash location. 3.4 PUBLIC TRANSPORTATION PAST AVIATION AVENUE Public transportation on Williston Road past Aviation Avenue includes bus service. Bus service is provided by Chittenden County Transportation Authority (CCTA) and connections via Route 1 can also be made to Amtrak's Vermonter Route at the nearby Essex Junction Station. Route 1 operates on a weekday, Saturday, and Sunday. The scheduled stops on CCTA Route 1 are listed below and the approximate times passing the Aviation Avenue stops is shown on Table 4. • Cherry Street Station, Burlington • University Heights, Burlington djd v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 3.11 BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Existing Conditions June 2, 2011 • University Mall via Dorset Street, South Burlington • Williston Road / Kennedy Drive, South Burlington • Williston Road / Industrial Drive, Williston • Wal-Mart, Williston • Williston Village • Maple Tree Place; Williston • Route 2A / Industrial Avenue; Williston • Amtrak, Essex Junction Table 4 CCTA Bus Route 1 Schedule at Aviation Avenue Monday Friday 6:41 AM 12:14 PM 6:34 AM 12:07 PM 6:56 AM 12:44 PM 6:52 AM 12:37 PM 7:14 AM 1:14 PM 7:04 AM 1:07 PM 7:34 AM 1:44 PM 7:19 AM 1:37 PM 7:49 AM 2:14 PM 7:34 AM 3:07 PM 8:04 AM 2:44 PM 7:52 AM 3:22 PM 8:14 AM 3:14 PM 8:04 AM 3:37 PM 8:34 AM 3:34 PM 8:19 AM 3:52 PM 8:49 AM 3:49 PM 8:34 AM 4:07 PM 9:04 AM 4:04 PM 8:49 AM 4:22 PM 9:19 AM 4:19 PM 9`:04 AM 4:37 PM 9:44 AM 4:34 PM 9:37 AM 4:52 PM (2) 10:14 AM 4:49 PM 10:07 AM 5:07 PM 10:44 AM 5:04 PM 10:37 AM 5:22 PM 11:14 AM 5:17 PM 11:07 AM 5:37 PM (2) 11:44 AM 5:19 PM 11:37 AM 5:52 PM 5:34 PM 6:07 PM 5:49 PM 6:37 PM 6:02 PM 7:34 PM 6:04 PM 8:49 PM 6:19 PM 9:5 ) PM djd v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 3,. ! 2 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Future Access Conditions June 2, 2011 Monday — Friday at Aviation Avenue Inbound - AM Inbound - PM Outbound - AM Outbound - PM 3.5 BICYCLE AND PEDESTRIAN FACILITIES On -road bike lanes do not exist along Williston Road in the vicinity of the project but are identified as proposed in the US Route 2 Corridor Management Plan. The closest existing shared use path is on Kennedy Drive approximately 1,500 feet to the west. A continuous sidewalk exists along the north side of Williston Road from about 600 feet east of Aviation Avenue to beyond the Kennedy Drive intersection. Along the south side the sidewalk is discontinuous; there is a short section of about 400 feet east of Aviation Avenue and a similar distance just west of Aviation Avenue where there is no sidewalk. There is crosswalk across Aviation Drive and a crosswalk with pedestrian signals at the Williston Road / Airport Drive / Kennedy Drive signalized intersection approximately 1500 feet to the west. 4.0 Future Access Conditions In regard to vehicle access, there is little change expected between existing and future access conditions because there is no immediate plan for change to Williston Road. In the US Route 2 Corridor Management Plan Study, alternative cross section concepts for Williston Road were identified including a "roadway diet" three -lane concept with a center turn lane and another concept of expansion to a five -lane cross-section. These alternatives improvements have not been developed beyond the concept level; however, VTrans is in the design phase of a roadway resurfacing project that may result in a striping change but not a widening. Future traffic volumes relating to airport and non airport growth are discussed in this section. For analysis purposes, design hour volumes have been calculated for future year 2012 and 2017 scenarios. These correspond to the completion and opening with the enrollment of the first class of the proposed expansion and five years following the opening with a full school enrollment assumed. did v.\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 4.13 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Future Access Conditions June 2, 2011 4.1 EXPECTED DEVELOPMENT UNRELATED TO THE PROJECT Stantec researched the existence of developments other than the airport that may contribute to increased or changed traffic volumes in the study area and learned from the South Burlington Planning Department that there are no approved developments and no approved roadway improvements in the area at this time. 4.1.1 Background Traffic Growth While there are no specific approved projects other than the airport that will generate additional traffic in this area, regional growth has been considered. Based on the Vermont Agency of Transportation traffic count stations in Williston (P6D061 on US 2 east of Industrial Drive) and in South Burlington (P6D099 on 1-189 east of US 7), regional traffic growth is expected to increase about 5 percent over the next twenty years. Accordingly, an annual growth rate has been applied to account for growth until the year 2017. 4.2 AIRPORT TRAFFIC GROWTH Following sustained growth in passenger service that continued into the late 2000's, the Burlington Airport identified the need for increased parking to accommodate continued passenger growth. In 2009, an airport traffic study was prepared in association with a proposed garage expansion. That traffic study referenced ongoing master plan work being done by Campbell and Paris Engineers. BTV is expected to experience vehicle growth related to a forecast2 of 3.2 percent annual increase in enplanements considering the BTV future market share and an annual growth. This forecast was prepared in 2009 and since that time the global economic conditions have been locally reflected in a drop in annual passenger enplanements. This current no growth trend may continue in the short term; however, for conservative purposes the long term projections have been applied to forecast future traffic volumes. Based on the 2009 Burlington Airport Traffic Study airport growth translates to 34 peak hour vehicle trips through the Williston Road / Aviation Avenue / Ace Hardware Driveway intersection by the year 2017. 4.3 FUTURE "NO BUILD" TRAFFIC VOLUMES For analyses comparison purposes that enable the review of future conditions with and without the development of the BATC/ VFA educational facilities, future "No Build" traffic volumes have been prepared for each future year condition. These "No Build" scenarios reflect the regional growth without consideration of the BATC VFA development. The 2012 and 2017 No Build Design Hour Volume conditions are presented on Figures 2 and 3. 2 Campbell and Paris Engineers Memo dated January 2009 to Burlington International Airport RE: Forecast Letter Report — Burlington International Airport. djd v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 4.14 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Future Access Conditions June 2, 2011 2011 and 2012 No Build AM Design Hour Volumes o � c rn > > Q Q tC 15 E 756 n o o tC 9 Williston Road Williston Road 29 ;n 00 o O 769 4 7 v �2 > m A � � z Q� 2011 and 2012 No Build PM Design Hour Volumes m y ¢' ¢' r[ 7 F 916 tc 7 Williston Road rc y v K T T Williston Road 13 )r :2 o r° 8644 16 v g > L' m Q O Figure 2 South Budmgton Vermont Stantec Consulting Services inc. 55 Green Mountain Drive. BATS f VFA South Burlington, VT U.S.A. Traffic Impact 2011 & 2012 No Build Design Hour Volumes 05403 and Access Study Tel. 802.864.0223 Stwdec Fax. 802.864. 0155 195310583 50612011 mvw.stantec.com did v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 4.15 1 BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Future Access Conditions June 2, 2011 2017 No Build AM DESIGN HOUR c a c ¢' R 15 F 791 �. a m I[ 9 Williston Road IC A Williston Road 30 A 791 4 7v T tV N Z V O Q 2017 No Build PM PEAK HOUR o m y 4 4 R 7 E- 929 a o a k 7 Williston Road K T ;R Williston Road 13 a r* c 8774 16 'a 3 > a m `m 2 > Figure 3 South Burlington 'Vern -in Stantec Consulting Services Inc. 55 Green Mountain driveBATSIVFA Z15 South Burlington, VT Us.A Traffic Impact 2017 No Build Design Hour Volumes 05403 and Access Study Tel. 802.864,0223 StalftK Fax 802.854 0165 195310583 5/1612011 www.Stantec.com djd v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 4.16 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Future Access Conditions June 2. 2011 4.4 FUTURE "BUILD" TRAFFIC VOLUMES As described in previous sections, the proposed Burlington Aviation Technical Center and Vermont Flight Academy (BATC VFA) facility at Burlington International Airport will serve multiple programs. The combined programs will involve activity during all seven days of the week and will include early morning and late evening activity. Those expected participants of the high school, college and no degree programs are summarized in the following discussion. Based on their numbers and the anticipated daily and weekly schedules which differ greatly for all programs, site arrivals and departures for the morning and evening peak hour traffic periods on Williston Road have been estimated. The distribution of these vehicle trips to the east and west are also estimated and summarized. 4.4.1 BATC VFA Trip Generation The summary of the various BATC / VFA program participants are presented in Table 5, as they are the principal sources of the vehicle trips to and from the site. Some of the high school students will be bused to the site; all others are conservatively assumed to travel in single occupant automobiles. During opening year 2012, a fraction of some participants sources are expected. By 2017 the full complement of participants are anticipated including four classes involving the Vermont Technical College. Table 5 BATC / VFA Trip Generation Sources Wkdys Daily Schedule on Site at BATC VFA Mode BATC Student - Aviation 40 40 5 9:35 AM to 2:16 PM Bus (6) BATC Student - Airframe & 10 25 4 8:00 AM to 4:30 PM Auto Powerplant BATC Student - Night School 0 8 3 6:00 PM to 9:00 PM Auto 5 5 5 8 AM to 5 PM (4) Auto BATC Instructor 8AMto9PM(1) VFA Students 14 50 3� 8:00 AM to 10:00 AM (30) Auto Full Time 2:00 PM to 4:00 PM (30) *Assume 5 days VFA Students 30 40 1-3 6:00 AM to 8:00 AM (1) Auto Non Degree 4:00 PM to 6:00 PM (2) djd v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 4.17 BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Future Access Conditions June 2, 2011 Table 6 contains a summary of the peak hour trips for the opening year 2012, when 47 trips are expected during the morning peak hour including 41 entering and 6 exiting trips; and during the evening peak hour when 41 total trips are expected including 7 entering and 34 exiting trips. Table 6 Estimated BATC / VFA Opening Year 2012 Peak Hour Vehicle Trips AM Peak Hour PM Peak Hour •• pant In Out Out Total BATC Student - Aviation 13 0 13 0 12 12 VFA Students 23 0 24 2 17 19 Full Time 10 miscellaneous trips per 5 5 10 5 5 10 peak hour TOTALS 41 6 47 7 34 41 Table 7 summarizes the peak hour trip generation for the year 2017 under full enrollment. Morning peak hour trips total 88 including 82 entering and 6 exiting trips. Seventy-two evening peak hour trips are expected including 10 entering and 62 exiting trips. djd v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 4.18 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Future Access Conditions June 2, 2011 Table 7 Estimated BATC / VFA Planning Year 2017 Peak Hour Vehicle Trips 4.4.2 BATC VFA Trip Distribution The above cited peak hour trips have been distributed to/from the west and east in a manner that resembles the existing distribution which is generally 66 percent to/from the west and 33 percent to/from the east. The exception to this pattern is the Vermont Technical School students who split their day schedule between Williston and this location. They are all expected to arrive from Williston but those leaving during the evening peak hour are expected to leave to go home which will include some minor number back to Williston and the VTC dorms and others who will be distributed in the greater Burlington area. Table 8 Anticipated BATC / VFA Trip Distribution Percentages by Participant ` djd v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 4.19 _l BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Future Access Conditions June 2. 2011 Program/Partici pant VFA Students- Full Time Travel Mode Auto Distribution Assumptions 67% to 100 % from 33 % to VFA Students - Non Degree Auto All VFA Instructors Auto 67% 33% VFA Clerical Auto 67% 33% VFA Director & Asst. Dirs Auto 67% 33% 10 miscellaneous trips per peak hour Auto / Truck 67% 33% Applying the trip distribution assumptions yields the following distribution of the estimated project generated trips during the 2012 Opening Year and in 2017 Planning Year under full enrollment as shown in Tables 9 and 10 respectively and on Figure 4. Table 9 Opening Year 2012 BATC / VFA Trip Distribution djd v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 4.20 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Future Access Conditions June 2, 2011 2012 (2017) Build AM DESIGN HOUR Project Generated Volumes , ID 0 w Q Q iC 12 (41) W E a V Williston Road Id 4. v R 21 Williston Road (41) 29 T � d m v � � N 2 � N Q � 2012 (2017) Build PM DESIGN HOUR Project Generated Volumes — c w m a :f i[ 2 (3) N V Williston Road � y y K T A Williston Road (7) 5 71 j 2 m y v2 > S Q O Figure 4 South Budmgton Vermont Stantec Consulting Services Inc. 55 Green Mountain Drive. BATS / VFA South Burlington, VT U SA Traffic Impact Project Generated Peak Hour Volumes 05403 and Access Study Tel 802,864.0223 StMtC Fax. 802.864.0165 19631W3 5116/2011 yr atantec. corn did v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 4.21 BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Future Access Conditions June 2, 2011 Table 10 Planning Year 2017 BATC / VFA Trip Distribution 4.4.3 2012 and 2017 Build Traffic Volumes The 2012 opening year and 2017 planning year Build condition design hour volumes are shown on Figures 5 and 6 respectively. did v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 4.22 1 4. BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Future Access Conditions June 2, 2011 1772012 Build AM DESIGN HOUR o a m� _ m Q t[ 27 E 766 o ao tC 9 Williston Road y y Williston Road 58 It °s C 0 769 i d 7y 3 8 � 4 2012 Build PM DESIGN HOUR C N C N Q Q rC 9 E- 915 o n to 7 Williston Road R T T Williston Road 18 A 8644 2 16 N ; P m m x > Q Figure 5 South Burlington Vermont Stantec Consulting services Inc. 55 Green Mountain Drive, BATS! VFA South Burlington, VT U.S.A. Traffic Impact 2012 Build Design Hour Volumes 05403 and Access Study _� Tel. 802.864.D223 Stantec Fax 802 864 0165 195310583 5/16/2011 www.stantec.com djd v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 4.23 BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Future Access Conditions June 2, 2011 2017 Build AM DESIGN HOUR o � a a' K 56 f- 791 v 9 Williston Road R A Williston Road 71 ;n 791 -> 7N m 9 p yN i} U 01 d 2017 Build PM PEAK HOUR o � c _ Ili Q Q IC 10 F 929 o n to 7 Williston Road r T T Williston Road 2021 r o 8774 m 16 A 3 D rp f0 � i > m ❑ Q Figure 6 South Burlington Vermont Stantec Consulting Services Inc. 55 Green Mountain Drive BATS I VFA South Burlington. VT U.$.A Traffic Impact 2017 Build Design Hour Volumes osaos and Access Study Ter 802,364,0223 SUrdec Fax 802. 864.0165 195310583 5116i2ri'l1 v .stantec.com djd vv\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 4.24 1 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Analyses June 2, 2011 5.0 Analyses Stantec has prepared analyses of the delays experienced , adequacy of the lane provisions and the conditions regarding the warranting of a traffic signal. The results are summarized in this section. 5.1 INTERSECTION CAPACITY ANALYSIS Intersection capacity analysis has been prepared for existing conditions and future conditions with and without the proposed BATC / VFA educational facility. 5.1.1 Level of Service Criteria Stantec has identified the existing and future traffic volumes and for the purpose of conducting capacity analysis and has inventoried the geometric and operational control features of the study area intersections. Using computer software programs based on standard analysis methods stated in the Highway Capacity Manual3, Stantec has conducted intersection capacity analyses. Driver delay is the principle measure of the capacity analysis. Level of Service is the conventional approach to assessing the measured delay and the operation of an intersection and the movements through it. Level of Service applies to both unsignalized and signalized intersections although there are very different operational features. In particular, an unsignalized intersection Level of Service designation relates only to the minor street volumes attempting access to the major road and the left turns from the major road; the major street through volumes are assumed to experience no delay. At a signalized intersection, movements on all approaches are delayed and therefore included in the calculation of the overall intersection level of service. The intersections were analyzed according to the methodologies of the Highway Capacity Manual 2000 as replicated by the Synchro (Version 7.0) software developed by Trafficware. 5.1.2 Unsignalized Intersections Capacity and Level of Service (LOS) calculations pertaining to unsignalized intersections address the quality of service for those vehicles turning into and out of intersecting side streets. The availability of adequate gaps in the traffic stream on the major street limits the potential capacity for vehicle movements to and from the minor approach. LOS is denoted by a letter grade ranging from A through F that corresponds to ranges of average vehicle delay. At unsignalized intersections, LOS applies to specific minor turning movements and collectively on a minor approach as the average delay per vehicle. 3 Highway Capacity Manual 2000, FHWA, Washington, D.C., 2003 djd v.\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 5.25 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Analyses June 2, 2011 The six levels of service for unsignalized intersections may be described as follows: • LOS A represents a condition of little or no delay to minor street traffic. • LOS B represents a condition with short delays to minor street traffic. • LOS C represents a condition with average delays to minor street traffic. • LOS D represents a condition of long delays to minor street traffic. • LOS E represents operating conditions at or near capacity level. • LOS F represents a condition where minor street demand volume exceeds capacity of an approach lane with significant delays resulting. The LOS of unsignalized intersections is determined by application of a procedure described in the Highway Capacity Manual 2000. The procedure accounts for lane configuration on the minor and major approaches, conflicting traffic volumes, and type of control (STOP versus YIELD). The theoretical maximum or capacity flow of vehicles for each minor approach lane is calculated based on gap -analysis procedure. Delays are calculated based on the traffic volume demand on each approach. Table 11 presents the relationship between delay and LOS. Table 11 Standard Ranges of Delay for each Intersection Level of Service 5.1.3 Overall Intersection Analysis Summary The following is a summary of the overall level of service for the Aviation Avenue / Ace Hardware Driveway/ Williston Road intersection. Existing conditions and 2012 No Build conditions are indistinguishable due to the absence of short term growth expected in the corridor. Future conditions are marked by a minimal background growth expectation and the full enrollment of the BATC/VFA educational facility by 2016 or 2017. Table 12 provides the level of service summary for unsignalized intersection which reflects the worse case minor approach. The Williston Road approaches operate at LOS A with minimal djd v.\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 5.26 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Analyses June 2, 2011 delay but this is not reflected in the analyses. The Aviation Avenue approach includes both a left turn lane and a right turn lane. The left turn lane on this approach operates at the worse LOS of the minor approach movements and therefore indicates the overall intersection LOS. During the morning peak hour there is a change between the No Build and the Build under 2012 conditions where the LOS is "D" without the project and "E" with the proposed project. By 2017 during the morning the LOS is "E" for this left turn movement with and without the project. Under all PM peak hour conditions, this left turn from Aviation Avenue operates at LOS F with delays of 50 seconds or greater per vehicle. Table 12 Unsignalized* Intersection Analysis Summary 2011 • Minor•. .. Movement(To Williston Road) • Build Build No Build Build Existing AM Design Hour Level of Service Aviation Avenue Lefts D D E E E Aviation Avenue Rights B B B B B Ace Hardware Driveway All C C C C D Overall Intersection* All D D E E E PM Design Hour Level of Service Aviation Avenue Lefts F F F F F Aviation Avenue Rights B B B B B Ace Hardware Driveway All D D E E E Overall Intersection* All F F F F F *Overall LOS for unsignalized intersections is defined as the worse minor approach LOS 5.2 TURN LANE WARRANTS REVIEW Left turn lanes warrants were checked in accordance with the criteria stated in the AASHTO Publication A Policy on Geometric Design of Highways and Streets, and the software developed as part of the NCHRP 457. The existing conditions analysisas presented in Table 13 indicate that a left turn lane is warranted during one or both peak hour periods for both the westbound left turn into the Ace Hardware Driveway and eastbound into Aviation Avenue. Future conditions will increase the traffic volumes which are the basis for the left turn lane warranting conditions. djd vv.\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 5.27 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Analyses June 2, 2011 Table 13 Left Turn Lane Warrants Analysis Right turn lane warrants were checked and found not warranted for both the eastbound right into the Ace Hardware Driveway and the westbound right turns into Aviation Avenue under existing and future No Build and Build conditions. The method applied is that established by VTrans in 1989 and contained as Appendix H in the VTrans Traffic Impact Study Guidelines as revised in October 2008. By this procedure the volume of right turns, the total "advancing" traffic volume on the considered right turn approach, and vehicle speed on that approach factor into the calculations. There are more right turns into Aviation Drive than into the Ace Hardware Driveway. Westbound vehicles turning right into Aviation Avenue are estimated to increase nearly fourfold under full enrollment; however, the analysis indicates the right turn lane does not exceed warrants. 5.3 TRAFFIC SIGNAL WARRANTS REVIEW Traffic signal control is not warranted under existing conditions. Capacity analysis confirm observations that left turns from Aviation Drive and from the Ace Hardware driveway do experience significant delay during the peak hours; however, the volume during other hours does not reach the warrant volume thresholds. Traffic volumes during the needed multiple hours of the day is not expected under future No Build or Build conditions to meet the eight -hour Warrant 1 which is generally a VTrans requirement for signalization. Volume thresholds associated with Warrant 3, the one -hour warrant, may be exceeded by average traffic volumes under the 2017 Build condition pending the number of single -occupant vehicles added by the project. This warrant is typically not recognized by VTrans as sufficient justification for the installation of a traffic signal and Aviation Drive was originally constructed as a two-lane approach with 66 percent of the approach traffic turning right. In general traffic signals are not appropriate measures to serve right turns. Based on this review of the traffic signal warrants and operating conditions the installation of a traffic signal is not recommended. djd v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 5.28 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Summary of Findings and Recommendations June 2, 2011 6.0 Summary of Findings and Recommendations 6.1 FINDINGS This report indicates the traffic impacts due to the new vehicle trips generated by the BATC / VFA educational facility project will be minimal and limited to the access point to Williston Road. With full enrollment by 2017, a maximum of 55 new vehicles during a peak hour (evening) will be added to Williston Road west of Aviation Avenue and 47 new vehicle trips added to the east during a peak hour. During the evening peak hour a total of 82 new vehicle trips are expected to be generated by the project. This report indicates that under existing conditions a left turn lane on Williston Road is warranted to serve left turns into both Aviation Avenue and the Ace Hardware Driveway. Existing right turns do not warrant a right turn lane and under future conditions with the project, the number of right turns into Aviation Avenue will increase but will remain below the warranting number for a right turn lane. A traffic signal is not warranted at the Williston Road /Aviation Avenue / Ace Hardware Driveway intersection under existing conditions nor is one warranted with the expected distribution of new traffic generated by the proposed BATC/ VFA educational facility exiting Aviation Avenue. Right turns will remain the major movement and these vehicles are adequately served by the two lanes on the Aviation Avenue approach avoiding queues behind the delayed left turns. The existing and future peak hour left turn volume does not exceed signal warrant thresholds. 6.2 RECOMMENDATIONS To reduce the delay associated with the confluence of peak hours volumes at the Aviation Avenue intersection as experienced under existing and future conditions, and mitigate the safety issues indicated by the crash occurrence at this intersection and along the corridor to the east and west these measures are recommended. • Develop and apply a Transportation Demand Management program for the purpose of reducing peak hour trips. This program should include the scheduling of classes at the proposed BATC / VFA education facility to minimize peak hour vehicle trips. The program will also include the expanded use of buses and shuttles to the facility from the associated Burlington Technical School and the Vermont Technical Academy. • Develop and apply a restriping plan as illustrated in Figure 7 for a three -lane Williston Road roadway from a point approximately 750 feet east of the Kennedy Drive / Airport Drive intersection to the point approximately 150 feet west of where Williston Road presently operates as a two-lane roadway. Williston Road will retain its effective capacity east of Aviation Avenue and by providing the transitions as shown the Williston djd 01953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 6.29 Stantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Summary of Findings and Recommendations June 2, 2011 Road / Kennedy Drive / Airport Drive will retain its capacity which controls the corridor. The center turn lane will store left turns from Williston Road through traffic and will likely reduce rear end crash occurrence. • The Airport should coordinate with Vtrans and the City of South Burlington with regard to the restriping plan. Vtrans plans to repave / restripe Williston Road in 2012. Remedying the existing short transition to the second westbound through lane east of Airport Drive is a planned short term corridor improvement per the Route 2 Corridor Study and the City's traffic impact fees are dedicated in part on the improvement of Williston Road. djd v.\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 6.30 FIGURE 7 south 61111,gton Vermont swte c—mN services lnc. ss Green Mow++mom once BATS / VFA WILLISTON ROAD RESTRIPING PLAN wth a rn a v. U.S.A. 05003 Troflic f and ��... +`wr "THREE LANES" *e1. 802.864.0223 sur,tKCunt Fax. 802.86a.0165 195310583 5/26/201 5tantec BURLINGTON AVIATION TECHNICAL CENTER / VERMONT FLIGHT ACADEMY TRAFFIC IMPACT AND ACCESS STUDY Summary of Findings and Recommendations June 2, 2011 APPENDIX Traffic Counts Design Hour Volume Calculation Crash Data Analysis Traffic Signal Warrant Analysis Capacity Analysis Turn Lane Warrants Analysis djd v:\1953\active\195310583\transportation\traffic\report\traffic report 06-02-11.doc 6.32 Traffic Counts Copy of US Route 2 Aviation Avenue - AM (3) As INTERSECTION CALCULATIONS Intersection: Northbound Leg: hardware store parking lot Southbound Leg. Aviation Avenue Eastbound Leg US Route 2 Westbound Leg: US Route 2 Peak Hour: 7:30 AM Weather Conditions: cold and clear Peak Hour Volume: 1,600 Vehicle Congestion: none Date of Count: Thursday, February 10, 2011 Special Information: none Prepared by: Ned Connell Transportation Systems Planning TIME N1 HV N2 HV N3 HV PED S1 HV S2 HV S3 HV PED El HV E2 HV E3 HV PED W1 HV W2 HV W3 HV PED Total 6:00 AM 0 0 0 1 0 2 1 52 2 1 1 49 1 1 108 6:15 AM 0 0 0 1 0 0 1 68 6 0 1 60 - 1 132 6:30 AM 0 - 0 - 0 - 1 - 0 - 0 - 6 1 116 8 0 - 0 - 71 1 6 - 200 6:45 AM 0 0 1 0 0 0 8 - 148 6 1 2 93 2 3 256 7:00 AM 0 0 1 1 0 0 11 1 133 9 2 1 110 - 5 264 7:15 AM 2 0 0 2 0 2 11 - 135 9 2 2 146 2 4 306 7:30 AM 2 0 3 1 0 1 10 180 7 1 2 204 3 3 7:45 AM 3 0 1 3 0 1 4 226 12 4 2 185 - 4 8:00 AM 2 0 2 1 0 1 1 6 - 177 11 0 2 197 1 6 �d433 8:15 AM 1 0 3 1 0 4 9 2 178 12 2 3 163 2 2 8:30 AM 1 0 2 2 0 2 10 2 189 13 4 1 2 144 2 1 357 8:45 AM 3 0 4 1 2 0 2 5 - 196 10 5 - 3 162 3 2 384 9:00 AM 1 0 4 - 0 0 4 2 4 - 137 10 4 1 134 1 1 290 9:15 AM 5 0 0 0 0 3 3 3 2 125 8 3 1 124 - 0 264 9:30 AM 4 0 2 0 0 3 - 6 - 166 14 3 1 143 1 3 331 9:45 AM 1 0 4 0 0 5 10 4 146 9 5 3 145 1 1 320 10:00 AM 2 0 3 1 0 4 9 - 138 4 6 2 151 2 2 318 10:15 AM 3 0 6 0 0 4 2 2 1 128 3 9 1 159 5 3 315 10:30 AM 2 0 4 0 0 1 - - 3 1 142 13 6 1 0 156 - 2 316 10:45 AM 3 0 5 1 0 6 1 4 - 146 5 3 - 4 159 1 332 11:00 AM 4 0 5 0 0 9 5 2 140 9 4 7 145 0 316 11:15 AM 2 0 6 3 0 4 - 6 162 12 5 3 168 1 360 11:30 AM 0 0 2 1 0 6 1 4 143 11 3 2 159 3 323 11:45 AM 3 1 6 3 1 9 - 3 169 9 6 3 173 1 378 Peak 15 3 0% 0 #### 3 0% 3 0% 0 #### 4 25% 10 20 % 226 5% 4 0 % 3 0% 204 1 % 6 0% 433 Peak Hour 8 0% 0 #### 9 0°/ 6 0% 0 #### 7 14% 29 7% 761 6% 7 0% 9 0% 749 1 % 15 0% 1600 PHF 0.667 #DIV/01 0.750 0.500 #DIV/01 0.438 0.725 0.842 0.438 0.750 0.918 0,625 0.924 Copy of US Route 2 Aviation Avenue - PM (3). AS I NTERSECTIONCALC ULATIONS Intersection: Northbound Leg: hardware store parking lot Southbound Leg: Aviation Avenue Eastbound Leg: US Route 2 Westbound Leg: US Route 2 Peak Hour: 4:30 PM Weather Conditions: Clear and cool Peak Hour Volume:1,965 Vehicle Congestion: none Date of Count: Thursday, February 10, 2011 Special Information: none Prepared by: Ned Connell Transportation Systems Planning TIME N1 HV N2 HV N3 HV PED Sl HV S2 HV S3 HV PED E1 HV E2 HV E3 HV PED W1 HV W2 HV W3 HV PED Total 12:00 PM 3 0 5 1 1 1 8 5 - 202 8 3 1 1 175 1 1 405 12,15 PM 1 1 3 - 2 0 11 11 1 186 8 4 - 4 178 - 0 401 12:30 PM 3 0 4 - 0 0 6 7 1 189 11 5 - 3 163 2 382 12:45 PM 3 0 5 3 0 4 13 - 169 7 5 4 161 1 368 1:00 PM 2 0 4 2 0 2 12 148 5 3 2 142 2 2 319 1:15 PM 0 0 1 0 0 8 1 13 102 10 0 1 91 4 3 1 219 1:30 PM 2 0 3 1 0 3 1 9 151 2 4 3 167 - 2 - 345 1:45 PM 4 0 6 1 0 3 - 5 186 10 5 1 153 1 365 2:00 PM 5 0 1 0 0 5 1 2 182 8 3 3 148 4 353 2:15 PM 4 0 4 0 0 11 1 4 166 11 4 4 164 4 365 2:30 PM 3 0 2 4 0 3 - 16 1 177 11 5 1 204 8 423 2:45 PM 3 0 2 3 0 7 - 31 - 180 8 3 1 183 2 22 435 3:00 PM 2 0 3 6 0 12 2 34 2 174 11 4 1 181 1 9 426 3:15 PM 1 0 0 2 0 6 - 9 - 168 14 4 3 158 1 6 1 357 3:30 PM 1 0 6 1 2 9 4 213 8 3 4 223 - 1 - 467 3:45 PM 4 1 5 2 1 1 7 3 204 17 2 1 187 1 0 417 4,00 PM 1 0 3 5 - 0 18 2 12 2 202 16 1 3 206 - 3 454 4:15 PM 2 0 2 - 6 1 0 12 2 1 185 11 5 6 209 1 0 429 4:30 PM 7 0 7 3 0 21 1 7 - 192 10 7 3 206 - 2 455 4,45 PM 4 0 3 6 0 16 - 1 208 6 3 2 231 3 477 5,00 PM 2 0 2 16 0 29 1 2 243 8 2 2 248 2 548 5:15 PM 0 0 6 15 0 24 3 212 5 4 0 221 0 485 5:30 PM 0 0 1 11 0 22 0 169 4 0 2 215 1 421 5:45 PM 1 1 0 1 9 0 17 0 148 2 1 1 207 1 0 385 Peak 16 Peak Hour PHF 7 13 0.464 0%' 0: ####' 0% 0 #### I #DIV/0! 7 0%:To 18 0%401 0.643 16 625 0% 0 % 0` ####' 0 #### #DIV/0! 291 90 0.7761, 3°10' 2% 7' 13 0.464 0%' 0% 243 855 0:880 4%;; 3 % 7' 0%'. 16 0% 0.571 3 0% 7 0%, 0.583 248 906 0.913 0% 0% 3 0% 7 0% 0.583 Design Hour Volume Calculation DHV METHOD VALIDATION CALCULATION a. DHV from CTC Recorded DHV Available ? Nearest CTC DHV = CTC Route Town Location 20 Yr Growth* I Annual growth P6D061 US 2 Williston 0.2 mi E of Indust. Dr 1.03 1,0015 1,188 P6D099 1 -189 S Burlington 0.4 mi E of US 7 1.07 1.0034 NA * 2010 to 2030 (avg.)1.0025 Use NOT USED b. % K from a CTC [ % K ( AADT) ] Nearest CTC CTC along Actual 2010 CTC Route Town Location I Route ? AADT ? % K = AADT = DHV = P6D061 US 2 Williston 0.2 mi E of Indust. Dr Yes Yes 10.9% 10,900 1,188 P6D099 1 -189 S Burlington 0.4 mi E of US 7 No No 10.7% NA NA NOT USED c. Alternate DHV determination [ % K ( AADT)] by Poll Group K Factor 1. Rural Interstate 2. Rural Non - Interstate 0.1243 0.1127 3.Urban 0.104 4. Summer Recreational 5. Summer / Winter Recreational US & VT 0.1326 0.1436 Applicable Poll Group / AADT CTC Method using Red Book Report Step 1. CTC near w/o traffic breaks Step 2. DHV for CTC that year Step 3. PHV at CTC for date of TMC count Step 4. Calc DHV Factor Step 5. Apply DHV factor to TMC e. DHV based on AADT and Highway Class 4:30 - 530 PM 2 /10 / 2011 VB 1003 I8 Left 13 B Thru 855 IB Right 16 otal 1887 VB right 7 VB Thru 906 VB Left 7 IB 913 otal 1833 16 Left 13 IB Thru 0 IB Right 18 B 23 otal 54 IB 20 'B Right 90 B Thru 0 B Left 40 Available AADT Roadway Beginning End ATR Year AADT .0rype Number Town Reference Reference Station a US 2 S Burlington Kennedy Or Williston TL 2008 17,600 E US 2 Williston S Burlington TL Industrial Or D036 2008 17,600 A Count: Feb 10,2011 PH: 4:30 - 5.30 PM 1,833 Is TMC along Route? YES CTC: DHV ctc = PHV ctc = DHV ctc / PHV ctc = PHV tmc = DHV tmc = FUTURE YEAR INTERSECTION DHV's 2008 K Factor AADT DHV 0.104 17,600 1830 2011 Factor 1.01 1,848 DHV Factor 2011 DHV 6 Yr Growth Factor 2017 DHV (w/o Local Growth) 2012 DHV Regional Background WB 1013 WB 1028 1,848/ 1833 EB Left 13 1.015 EB Left 13 1.01 EB Thru 864 EB Thru 877 EB Right 16 EB Right 16 DHV Factor Total 1910 2011 to 2017 = Total 1934 1.01 WB right WB Thru 7 915 1.015 WB right WB Thru 7 929 Short Term Growth Factor WB Left 7 WB Left 7 0.93 EB 913 EB 927 Total 1842 Total 1870 Say 1.00 to 2011 NB Left 13 NB Left 13 & to 2012 NB Thru NB Right SB Total 0 18 23 55 NB Thru NB Right SB Total 0 18 24 55 1.0 Combined Factor NB SB Right SB Thru 20 91 0 NB SB Right SB Thru 21 92 0 1.01 SB Left 40 SB Left 41 Total 152 Total 154 j NOT USED NOT USED South Burlington Vermont ` - Stantec Consulting Services Inc. 55 Green Mountain Drive. BATC / VFA DHV Calculation vr;) South Burlington, VT U.S.A. Traffic Impact 05403 and Access Study Aviation Avenue / Ace Driveway at Williston Rd Tel. 802.864.0223 SiAntEC Fax. 802.864.0165 195310583 6/1/2011 www.stantec.com DHV METHOD VALIDATION CALCULATION a. DHV from CTC Recorded DHV Available ? Nearest CTC DHV = CTC Route Town Location 20 Yr Growth` Annual rowth P6D061 US 2 Williston 0.2 Fri E of Indust. Dr 1.03 1.0015 1,188 P6D099 1 -189 S Burlington 0.4 mi E of US 7 1.07 1.0034 NA * 2010 to 2030 (avg.)1.0025 Use NOT USED b. % K from a CTC [ % K (AADT) ] Nearest CTC CTC along Actual 2010 CTC Route Town Location Route ? AADT ? % K = AADT = DHV = P6D061 US 2 Williston 0.2 Fri E of Indust. Dr Yes Yes 10.9% 10,900 1,188 P6D099 1 -189 S Burlington 0.4 mi E of US 7 No No 10.7% NA NA NOT USED c. Alternate DHV determination [ % K (AADT)] by Poll Group K Factor 1. Rural Interstate 2. Rural Non - Interstate 0.1243 0.1127 3. Urban 0.104 4. Summer Recreational 5. Summer / Winter Recreational (US & VT) 0.1326 0.1436 Applicable Poll Group / AADT CTC Method using Red Book Report Step 1. CTC near w/o traffic breaks Step 2. DHV for CTC that year Step 3. PHV at CTC for date of TMC count Step 4. Calc DHV Factor Step 5. Apply DHV factor to TMC I e. DHV based on AADT and Highway Class urlin ton US 2 at Aviation Drive Intersection Count Data AM PH 7:30-8:30PM 2/10/2011 WB 764 EB Left 29 EB Thru 761 EB Right 7 Total 1561 WB right 15 WB Thru 749 WB Left 9 EB 776 Total 1549 NB Left 8 NB Thru 0 NB Right 9 SB 16 Total 33 NB 44 SB Right 7 SB Thru 0 SB Left 6 Total 57 AvauaDie AAU Roadway Beginning End ATR Year AADT 3 Town Type Number Reference Reference Station ¢ US 2 S Burlington Kennedy Dr Williston TL 2008 17,600 E US 2 Williston S Burlington TL Industrial Dr D036 2008 17,600 A Cuunt: Feb 10,2011 PH: 4:30 - 5:30 PM 1,833 Is CTC along Route? NO Is TMC along Route? YES CTC: DHV ctc = PHV ctc = DHV ctc / PHV ctc = PHV tmc = DHV tmc = FUTURE YEAR INTERSECTION DHV's (AM) 2008 K Factor AADT DHV 0.104 17,600 1830 2011 Factor 1.01 1,848 DHV Factor 2011 DHV (AM) 6 Yr Growth Factor 2017 DHV (AM We Local Growth) 2012 DHV (AM) Regional Background WB 772 WB 783 1,848/ 1833 EB Left 29 1.015 EB Left 30 1.01 EB Thru 769 EB Thru 780 EB Right 7 EB Right 7 DHV Factor Total 1581 2011 to 2017 = Total 1600 1.015 1.01 WB right WB Thru 15 756 WB right WB Thru 15 768 Short Term Growth Factor WB Left 9 WE Left 9 0.93 EB 776 EB 788 Total 1557 Total 1580 Say 1.00 to 2011 NB Left 8 NB Left 8 & to 2012 NB Thru NB Right SB Total 0 9 16 33 NB Thru NB Right SB Total 0 9 16 34 1.0 Combined Factor NB SB Right SB Thru 44 7 0 NB SB Right SB Thru 45 7 0 1.01 SB Left 6 SB Left 6 Total 58 Total 58 NOT USED Guth Burlingtor Vermont Stantec Consulting Services Inc. 55 Green Mountain Drive. BATS / VFA AM DHV Calculation South Burlington, VT U.S.A. Traffic Impact and Access Study Aviation Avenue / Ace Driveway at Williston Rd 05403 Tel 802.864.0223 Stantec Fax. 802.864.0165 195310583 6/1/2011 www.stantec.com 2010 Growth Factors by Regression Analysis Group A: Interstate Highways Regression Analysis 20 Year GF Short term GF Site ID Route No Town Year 2010 to 2030 2005 to 2010 P60002 191 Sheffield 1991 1.24 0.94 P6C015 193 Waterford 1991 1.45 1.03 P61D091 189 South Burlington 1991 1.26 1.01 P61D092 189 Colchester 1991 1.31 1.00 P61D099 1189 South Burlington 1991 1.07 1.01 P6F096 189 Swanton 1991 1.25 0.94 P6N001 191 Fairlee 1994 1.27 0.95 P6N002 191 Bradford 1991 1.29 0.99 P6R001 US4 Fair Haven 1994 1.13 1.00 P6W002 189 Berlin 1991 1.21 1.03 P6W089 189 Waterbury 1991 1.26 1.01 P6X071 191 Vernon 1991 1.05 0.91 P6X072 191 Brattleboro 1991 1.08 0.99 P6X073 191 Putney 1994 1.00 0.88 P6X074 191 Rockingham 1991 1.14 0.96 P6Y001 189 Bethel 1991 1.28 1.00 P6Y002 191 Norwich 1991 1.25 0.93 Group Avg 1.2i 0.98 B: Urban P6D001 VT127 Burlington 1991 0.76 0.91 P6D040 US7 Colchester 1991 1.23 1.06 P6D061 US2 Williston 1997 1.03 0.93 P61D129 VT2A Williston 1992 1.05 0.86 P6R022 US7 Rutland Town 1991 0.96 0.97 P6W004 VT62 Barre City 1991 1.20 0.98 P6W006 US302 Berlin 1991 0.88 0.84 P6W024 US2 Montpelier 1991 1.07 0.91 P6X011 US5 Brattleboro 1991 0.90 0.85 Group Avg 1.01 0.92 Continued on Next Page... ,q VERMONT AGENCY OF TRANSPORTATION PLANNING, OUTREACH AND COMMUNITY AFFAIRS DIVISION Traffic Research Unit BEGINNING REFERENCE: ENDING REFERENCE: MM NAME NUMBER ATRSTA STATUS 2004 AADT 2006 AADT 2008 AADT TYPE NO. NAME FC TOWN MM NAME_ NUMBER US 2 )A ISTON RD 14 WILLISTON 0:000 _ S Bl7RUNGTON TL 0.270 AVE TH-2 � D038 19700 A 19800 E 17M A US 2 WILLISTONRD 14 VVILLISTON 0.270 iNDUSTRIALAVE TH-2 0.702 BROWNELLRD T14-3/THHB D061 WC 11300 A ITWO A 11200 A US 2 14 V%LLISTON 0702 BRgV)AtELLRD fiF4 t 7i 8 1.426 :VT 2M 0134 H 824104 A 128tS0 E 11700 A US 2 16 VALUSTQN 1„42Fs VT 2A 3.670 OAK {-TILL RDIN WLLISTON RD TH-1 D111 1140 A 11,1,00 E 11100 A US 2 16 LUSTON 31670 OAK HILL R" V 1LLISTOH TH-1 5.897 RICHMOND TL 0130 38I8 A 4100E 3900 A U$ 2 7 RICHMOND 0.000 WILLISTONTL 0.953 VT 117 I 380i: E 41tt(1 E 3900 E US 2 7 RtCHMOND 0.953 VT 117 O.W 189 RAMP AIF: EXIT 11 800ii E E 8100 E US 2 7 RICHMOND 0.986 189 RAMP AIF: EXIT 11 1.014 189 RAMP E: EXIT 11 I 83t 0 E 9iG4 E 7800 F UB 2 7 RICHMOND 1.014 189 RAMP E: EXIT 11 1.151 189 RAMP D: EXIT 11 5 ixi E 6L E $200 US 2 7 RICHMOND 1.151 189 RAMP D: EXIT 11 2.584 BAKERS ST 0112 80VO A 8700 E 7600 A the 2 7 RtCHMONO 2.584 t9A RSST 2.727 f.IERtCHQ RD T1+1)TH-2 D203 7400 E $100 E 73040 ,E US 2 7 RICHMOND 2.727 BRIMESTI.IERICHORD TH-1tr4-2 2.564 LEMROYCT D202 3500 E UM A 4000 E lIS 2 7 RICHMOND 2,964 LI MROY GT 6.190 STAGE RD TH•12 0113 3000 E 3400 E el US 2 7 RICHMOND 6,19D STAGE RD TH.-12 6.3T9 BOLTONTL 2700 E X" E -3m 2100 US 2 7 BWLTON 0.0W RiCWOND TL 2.879 BOLTON VALLEY RD THi.3 DI 14 ZM A 3M E 2700 A US 2 3 BOLTON 2.879 BOLTON VALLEY RD THi-3 5,669 WATERBURY T1 2800 E 32CO E 2700 E US " 2 . 7 WA RY 0iM10 11G1LTONTL 2.421f LITTLE RIVER RD TH-7 V4031 2m A 3200 E AM A US 2 7 WATERBURY 2A29 LITTLE RIVER RD THT.>' 3.632 WALLACE 93 _ 4700 E 54M 1 50W E US 2 7 WATERBURY 3.632 WALLACE ST 3.784 VT 100 VP216 6200 E 6m E 6400 E US WATERBURY 3.784 VT 100 3.962 VNNOOSKtAVE TH4 W211 11500 C 12nl G 12WO F US 2 MAIN ST 6 WATERBURY 3,V62 NANOOSKI AVE THt.4 4.076 'STOWS ST TtL 11400 E 11300 E 11600 E US 2 MAIN ST 6 WONTERSURY 4,076 STOW,=. ST TH-2 4,119 ELM 67 1'34z.)* ;E 1330R E 13200 E US 2 MAIN ST 6 WATERBURY 4,119 ELM ST 4.36A PARK ROW W209 12300 E S Mi E 7000 E US 2 6 WATERBURY 4.364 PARK ROW 4,931 DUXBURY TL V1349 H 9500 A ' 4f* F 6700 A US 2 � 6 DUXBURY 0.00D WATERBURY TL 0.082 MORETOWNTL s%00 E 7600 E 7400 E US 2 4s MORETOWN 0,1000 DUXBURY TL 0.086 VT 100 4201) E '6M E 7400 E US' 2 7 MORE' P-m 0.086 VT 100 3.239 WDIXE TL W100 4300 A 4100E 4000 E US 2 7 MIDDLESEX 04A?0 MORETOWN TL 0.820 MIDDLESEX SH 4300 F 41(X) E 4000 E US 2 7 m2mm 0'820 MIDDLESEX SH 1.21i1 VT IWO M45 4'i00 E 3800 E 3400' E US 2 7 MIDDLESEX 1291 VT1008 5.628 MONTPELICRTL 4g101 300 f' 2600 F 2300 US 2T ifi MONTI'ELIER 0.000 MIDiMSEXTL 0.181 G56VE55I TF+14 Wf93 H A 26 E.,23 A US 2 .,.: LOWER STATE 'ST 16 MONTPELIER oml GRAVESST 'IFS`114 1.WO BAILEY AVE. TH-12 VJ181 _.. H 5100 A 4300 E 4200 A US 2 BAILEYEXT ifi MONTPELIIR 1,600 BAILEYAVE TH-12 1,775 MONTPELIERSH W184 4204 E 10800.E 7800 E, US 2 MEMORIAL. DRIVE MONTPELIER 1.775 TIONIPELIERSH 2.033 TAYLORST TH.a VVD24 HOC °2200 A 4121W A 11100 A US ' 2 MEMARK DRW 14 MONTPEUER 2:033 TAYLOR ST -I" 2.201 NORTHFIFLO StTIN ST VT12/BR US2 13W E 131W E 12200 E US 2 BERLIN ST 14 MONTPEUER 4201 NORTHFIELD $T.IMAlIN ST VT12t8R US 2.724 BERLIN ST T H-11 Wi78 H 16400 A 16800 E 15300 ; U: 2 RIVER ST 14 MONVt ELIIER 2.724 $EIWNST TH# 11 3.384 PIONEERST TH-10 W198 12100 A 11700 E 10.500 A US 2 RIVER ST 14 MONTPELIER 3.394 PIONEER ST TH-10 3.925 US 302 TH-4 W174 1MM E lAW F 140W E UIS 2 RIVER ST 14 MQNTPELIER 3.925 US 302' TH. 4 4.194 CO I CLUB RD 1 E 124w%k E 12M40. F U3 ? 14 MONTPELIER 4,199 COUNTRY CLUB RD 4,340 GALLISON HILL RD TH! 14 l" H I110W A 10600 F 11000 A US 2 14 MONTPELIER 4.340 g6LLISON HILL TH-16 4.418 'BERLIN It ty $8qq E 88W E JnK E is 14 BERLIN 0000 MONTPELIER TL 1.382 BARRETL t.,.i)1f, H 880n A. 0300, E 3300 A US 2 14 BARRETOWN 0:000 :BERLINTL Q,085 'EMONTPELIER TL &S00 c 9= E #300 is US 2 2 E MONTPELIER 0.4100 BARRE TL 2.007 TOWN HILL RD TH.2 wv1 t:2 8804) F 9,100 E 920'.) t'- LTS 2 2 E MONTPELIER 2,007 -TOWN HILL RD TH-2 2.738.. VT 14S .. - 10800 E 8700: E 9200 E US 2 2 E MONTPELIER Z733 VT 14S VT 14S I 2.940 VT 14NIOUAKER RD VT14N/IH-2; 12000 ti 10E 11500 Page 10 of 71 VERMONT AGENCY OF TRANSPORTATION PLANNING, OUTREACH AND COMMUNiTYAFFAIRS DIVISION Traffic Research Unit BEGINNING REFERENCE: ENDING REFERENCE. ATRSTA STATUS 2004 AADT 2006 AADT 2008 AADT TYPE NO. NAME FC TOWN Mm NAME NUMBER MM NAME NUMBER US 2 2 ALBURG 0.000 NEW YORK SL 0.617 END OF BRIDGE 49G0 E 4600 E 4000 E Qs 2 2 ALBURG 0,677 END OF BRIDGE 1.050 LINE RD TH-7 C-00: 49G0 E A600 E 400 E US 2 2 ALBURG toso LINE RD TH-7 a.m VTM TH-1 Gil$ HW 4300 A 4300 A 37W A u ALBURG VT 225 TH-1 3,898 CHAMPLAIN ST TH-211 i GI It; = 4600 E 4600 E 3900 E US 2 2 ALBURG 3AI* CHAMPLAIN ST T14-21 4I24 WEST SHORE RD 114.3 Gm 4700 E 4700 6 4WO El us 2 2 ALBURG 4.824 WEST SHORE RD TH-3 6234 VT 78 G120 k ASX)() E 41300 E 4400 E US 2 6 ALBURG 6.234 VT 78 6.726 CENTER BAY RD TH-31 2540 F 25W E 2400 1- U S- 2 6 ALBURG 6.726 CENTER BAY RD TI+31 11-633 VT 129 Gloo IF(14-4 A, ':800 E 1700 E US 2 6 ALBURG 11,633 VT 129 11-732 N HERO TL 2400 E 2400 E 2100 F US 2 N HERO 0.000 ALBURG TL 2 356 LAKEVlEWOR. TH-1 G 101 P, 2400 A 2200 E 2100 US 2 6 N HERO 2.M LAKEVIEWDR TH-1 6235 STATION RD T14-2 G102 3200 E 2000 1- 2000 E Lis 11 t7, N HERO 6.235 STATION RD TH-2 8.270 SOUTH END RD TH-2 G004 .4 31M A 2800 E 2700 L us 2 6 N HERO 8,270 SOUTH END RD TH-2 ILM GRAND ISLE TL G103 3100 E 3000 E 280 E US 2 r GRAND ISLE 0.000 N HERO TL 1.8W GRISWALD RD TH-1 Gon C 1 3100 A 300() A 2800 Al US 2 6 c4t4m w llew MSVMDRD TH-1 3.124 HYDE RD TH-2 3300 E 3200 E 2900 E US 2 6 GRAND ISLE 3,124 HYDE RD TH-2 1751 EAST SHORE RD T111-3 4300 E 4300 E 3900 E US 2 6 GRAND ISLE 3.751 EAST SHORE RD TK3 4,537 VT 314 G104 4WO E 48M E 44M E US 2 6 GRAND ISLE 4.637 VT 314 6274 S HERO TL Glos APOO F 48M E 441Y3 E US 2 6 S HERO 0 GRAND ISLE TL 0-005 TOVVN LINE RD 40M E 48M E 4400 E US 2 6 S HERO 0.005 TOWN LINE RD TH-3 1.158 VT 314 GIOC 5100 E 5000 E 4700 E US 2 6 S HERO 1,158_ VT 314 2294 STATION RD Tf4-I G10 8000 E 7800 E 7400 El LIS 2 6 S HERO 2194 STATION RD THA 3.043 SOUTH RD TH-2 G10R 9�00 1: 9600 E 8900 E 1 US 2 6 3 HERO 3,043 SOUTH RD T14-2 4110 EAST SHORE RD TKiS G00S WC M A 9000 A SSW Al US 2 6 S HERO 4.710 EAST SHOPE RD TH-1 5 5.783 MILTON TL 10$KE 9800 E 4300 E US 2 16 WLTON SOOD S HERO TL ILGN COLCHESTER TL D0201769 IMM E 9800 E 03M E US 2 16 COLCHESTER O.OW MILTON TL 0A16 CLAY PT RD H-58 ",* 0 E 900 E 9300 E US 2 16 COWI-IESTER 68 0.987 RAYMOND RD TH40 D019 11700 A 11700 E 10100 A US 2 16 COLC � 0.987 RAYMOND RD THAO 1.682 JASPER MINE RD TH-8 DO 18 1240A E 12400 E IlW E US 2 16 COLCHESTER I.M JASPER NNE RD TH-8 IAM3 109 RAMP F, EMT 17 13700 r: wrio E 13300 e US 14 COLCHESTER 1,843 189 RAMP F, FAT 17 2.106 189 RAMP E EXIT 17 13600 E 14300 E 13100 E 1* 2 14 COLCHESTER 2.-106 *9 RAMP I-, wr 17 2.196 US I fjohis US 7) US 2 MAIN ST 14 BURLINGTON 0.000 VALLARD ST US 7(TH-2) 0232 S PROSPECT ST 016.1 H 16500 A 16500 E 16000 E tA 2 14 BURLINGTON 0.= S PROSPECT ST LJ�36 UNIVERSITY WEIGHTS D139 29500 E 30700 E. -28iI00 E US 2 14 BURLINGTON 0.536 UNIVERSITY HEIGHTS 0,754 SPEAR ST Ows H 29400 E 28900 E 273W A US 2 14 9LIRLINGTON 0.754 SPEAR ST TH-7 0.818 EAST AVE TtI 6 38100 E SM E 35400 E US 2 14 BURLINGTON 0.818 EAST AVE TH-6 0,631 S BURLINGTON CL 41260 E 41200 E 4Z400 E US 2 14 S BURLINGTON OODO BURLINGTON CL 0176 169 RAMP A/C: EXIT 14 D10e H 41M E 412W E 42400 A US 2 14 S BURLINGTON 0.176 189 RAMP AIC, EXIT 14 0,2&1 184 RAMP 80, EXIT 14 H I N 30400 e 31300 F US 2 14 S OLRU14GTON 0.203 189 RAMP BIDEXIT 14 0.369 189 RAMP M: EW-14 H N 42300 E 43500 F US 2 14 S BURLINGTON Q.369 189 RAMP EIG'EXIT 14 0.477 184 RAMP FIR EXIT 14 H N 30900 F 31WO F US 2 14 S BURLINGTON 0.477 189 RAMP F/H'. EXIT 14 0.494 DORSETST TH-S D273 ._ 33400 E 407M E 35 E US 2 VIALLISTON RD 14 S BURLINGTON 0,494 DORSET ST TH5 0.872 WHITE ST TH4 D208-- H 24700 1- 28800 E 20700 E US 2 WILtSTOI4 RD 14 S 8URIJINGTON 0.872 WHITEST TH-4 1.004 vrII$ IWO E 22WO E ZIOW E Js 2 LMLLISTON RD 14 S BURLINGTON 1.004 VT1165 VT 116 1-684 AIRPORT RD TH-f 'gI2 H i84AO A 2,140-3 A ZWMKI A US 2 VAWSTON RD 14 S EMNGTON 1494 AIRPORT RD TH4 I.M MWY DWAIRPORT DR TH4VTI+3 210 169W F 170W E 15700 E 2 WILLISTON R i4 S BURLINGTON 1.$98 KENNEDY DRIAIRPORT DF TH-WTt+3 2,90 WILLISTON TL -L-- H I I Page 9 of 71 Crash Data Analysis CRASH RATE WORKSHEET CITY/TOWN : South Burlington COUNT DATE. 2/10/2011 UNSIGNALIZED : SIGNALIZED: .................................................................................................................................................................................................................................................. - INTERSECTION DATA - MAJOR STREET: Williston Road MINOR STREET(S) : Aviation Avenue and Ace Hardware Driveway LEGEND CRASH TYPE RE -Rear End COLLISION A - Angle _ T DIAGRAM SS - Sideswipe (Label Approaches) HO - Head On — Aviation Avenue North E- E o� EE FE 0 7E N n o � �F o 0 °- °m 44 SS Cl- 4 �T Ace Hardware Dwy Peak Hour Volumes APPROACH: 1 2 3 4 5 Total ACTUAL / CRITICAL CRASH RATIO WORKSHEET CITY/TOWN : South Burlington COUNT DATE: 11/20/2008 UNSIGNALIZED SIGNALIZED: INTERSECTION DATA -- ..................... ............. .................................................. .................................................. ............................................................................................. ............... MAJOR STREET: Williston Road MINOR STREET(S) : Aviation Avenue and Ace Hardware Driveway APPROACH: DIRECTION VOLUMES (PM) " K " FACTOR: TOTAL # OF CRASHES: Pn.4 14-- VM.'- 1 2 1 3 4 1 5 Total NB SB I EB WB Enterin 31 130 1 884 920 1,965 0.104 APPROACH ADT : 1'8,$94 ADT = TOTAL VOLVK" FACT. 15 F YEARS : CRASHES (A ): 3.00 CRASH RATE CALCULATION: 0.435 RATE = A' 000,000> (ADT'365) CRITICAL CRASH RATE CALCULATION = Ca + K v Ca/ M +1/2M Where Ca = Average (statewide) Crash Rate for type of intersection* * Vtrans Statewide Crash Rate (2003-2007) for Urban Principal Arterials = 0.531 K = constant related to statistical significance ( for 0.995 probability K=2.576 M = exposure ( for intersections, M in terms of million vehicles** ** 18,894 x 365 = 6.9 million vehiles per year Critical Crash Rate = 0.531 + 2.576 (V 0.531/ 6.9 + 1/ 2 (6.9)) Critical Crash Rate = 0.531 + 2.576 ( 0,387) = 1.528 ACTUAL / CRITICAL CRASH RATE RATIO < 1.0 ? (Actual Crash Rate = 0.435) / (Critical Crash Rate = 1.528) = 0.28 Actual / Craitical Crash Rate Ratio = 0.28 <1.0 Comments: South Burlington Vermont Stantec Consulting Services Inc. Actual /Critical Crash Ratio [ w 55 Green Mountain Drive. BATC / VFA South Burlington, VT U.S.A. Traffic Impact Aviation Avenue / 05403 and Access Study Ace Hardware Driveway Tel. 802.864.0223 At Williston Road Stantec Fax. 802.864.0165 195310583 6/1/2011 www.stantec.com Crashes on Route 2 in South Burlington mm 2.0 ro mm 2.36 rAv,at- Avenue at mm 2.17) uo05-20D9} MM Data T1mo Weather Type Direction injury 9/14/2005 8:53 Clear Roar End E C 2 1017/2005 7:38 q Sideswipe W 0 12/22/205 CA- A. e W 02 2. 10/30/2006 7:17 Cloudy Head On N 0 " 1116/2008 13:14 pear Rear End N 0 ="q 2 11/25/2008 7:48 Clear Sin& Veh 0 2.02 12/13 005 1:09 Sna Sin& Veh w 0 2.02 715/2005 17:12 Rain I Rear Erd W 0 2.03 1/13/2009 16:04 Snow Angle E 1 2,04 9/27/2007 7:06 Clw Roar End E O 2.05 2/17/2005 16:42 Ciear Other 0 2.05 7/16noo5 ;4:20 clear Angie E O 2.05 8/112006 7:17 Rain Sideswi 0 2.05 4/5/2007 21:44 Clear Head On 2 2.05 7/1712007 14:42 Clear Angle - 2 ,.. - 2.05 3/2S/2009 16:39 Clear Anee E 0 -a 2.07 3/31/2007 11-01 Clear Reer End 3 2.07 713/20D7 15:04 Gear Sid*wApe W O- 2.07 10/9/2008 9:47 Clear An. e O 2.08 10/23/2007 16:59 Rain Rear End N 0 2.09 10/29/2009 19:33 Clear Rear End E ] 2.11 7/21/2008 - 16:49 Clear Sm eVeh W 0 2.12 8/20/2008 a:15 Clear Root End - 0 2.14 11/11/2005 12:11 Cloudy Rear End E 2 2AS 8/25 008 22:12 Clear Angle S 0 r t" 2.16 5/25/2006 16:37 Clear Roar End 1 a` rr 2.]6 10(1/2006 14:27 Rain Roar End E O 2.16 9/20/2007 16:19 Clear Roar End E --_-�-- L -' -- - 0 2.16 9/27/2007 15:09 C Root End 0 2.1E 12/24/2007 14:08 Clow A e E 0 2.16 12115/2008 17:52 Unknpvn Anire E 0 2.17 9/28 ooS 11:39 Ctcar Roar End w 0 2.18 9/15/2006 ;5:15 Clou Rur End 2.19 9j22 006 18:01 Cloudy Rear Erd 2 2.18 2/7/2008 8:46 Snow War End E 0 - 2AS 2.18 7/9 008 12/26 008 27-02 11:45 Cloudy Clear Sidarawt Rear End E E - 0 2 2.18 12/14 009 11:11 Clear Head On E 0 2,19 8/19/2007 1:12 Clear Head On 0 22 9/14/2005 34-06 Clear I Skloaorflie E 0 226 7/26/2005 13:26 Clear I Sidaswipo O 227 12/19/2006 8:29 Cloudy Angle N 0 2.27 2/5/2008 14:41 Cloudy War End E 0 2.28 IAA/2006 7:15 Cloudy An E 0 2.28 618/2006 ]7;e9 Cloudy Res, End 7 2.3 1/14/2009 16:54 Clear War End E 0 2.32 5/12 2005 10144 Clear War End E 0 2.32 11/14/2005 15:18 Cloudy Sidoolawfloe E 0 234 4/28/2005 17AS Rain A e E 0 24 1/20/2000099 132:3215 CCer Sin V 0 24 10/4/2 twr Single WE 23 Sj18/200R T6:38 Clear War End W 0 South Burlington Vermont Stantec Consulting Services Inc. 55 Green Mountain Drive. BATC / VFA South Burlington, VT U.S.A. Traffic Impact Williston Road Crash Record in Vicinity of Aviation Avenue 05403 and Access Study Tel. 802.864.0223 StantK Fax.802.864,0165 195310583 6/2/2011 www.stantec.com Rural: Vermont Agency of Transportation Division of Planning, Outreach and Community Affairs Highway Research SUMMARY STATEWIDE AVERAGE CRASH RATES 2003-2007 SECTIONS Functional Classification Rate (Crashes/MVM 1 1 Interstate 0.6231 2 Principal Arterial 0.9176 6 Minor Arterial 1.3456 7 Major Collector 1.3731 8 Minor Collector 1.1790 9 Local 1.1790 Urban: 11 Interstate 0.4971 12 Other Freeways and Expressways 1.0317 14 Principal Arterial 4.7091 16 Minor Arterial 3.4171 17 Urban Collector 3.1774 19 Local 3.1952 INTERSECTIONS Rate (Crashes/MV **) Interstate, Rural ( r)/Minor Arterial ( r) 0.668 Interstate, Urban (u)/Minor Arterial (u) 1.146 Principal Arterial (r)/ Minor Arterial (r) 0.668 Principal Arterial (r)/Major Collector (r) 0.380 Freeway/Expressway (u)/Principal Arterial (u) 0.386 Principal Arterial (u)/Urban Collector (u) 0.531 Freeway/Expressway (u)/Minor Arterial (u) 0.639 Principal Arterial (u)/Minor Arterial (u) 1.146 Freeway/Expressway (u) 0.386 Principal Arterial (u) 0.737 Major Collector (r) 0.440 Minor Arterial (u) 0.495 Minor Arterial (u)/Urban Collector (u) 0.550 Minor Arterial (r)/Major Collector (r) 0.654 Principal Arterial (r) 0.412 Urban Collector (u) 0.406 Minor Arterial (r) 0.430 Major Collector (r)/Non-Federal Aid Collectors (r) 0.440 Major Collector(r)/Local,Rural (r) 0.440 Minor Arterial (r)/Non-Federal Aid Collectors (r) 0.654 Freeway/Expressway (u)/ Urban Collector (u) 0,531 Non -Federal Aid Collectors (r) 0.440 * Crashes per Million Vehicle Miles. * Crashes per Million Vehicles. NOTES: r) Rural (u)=Urban mydoc//crash_gen/statevnde rates2003 to 2007/Statewide Crash Rates 2003 to 2007. Js Traffic Signal Warrant Analysis - ia� 6--.� i- ? L 6.- `sue !� T®S®❑EIUARRANTS ANA❑YSIS S❑❑ ❑ ®S❑® uUiL_luir_1 F1 A A®❑❑ LDR❑❑®2 [W El R❑m®S®❑®❑®❑ VT Flrf � CnnrtlTi[min FTnrTI I _ILI1: !;_; SC Ci i l -a 35 mph VUnl1 ,-TJ�2/10/2011 count JV _ CE[1�u_aHuf ]V 1,LLJit.NLiitt:]C1 Minimum* Warrant 1A MINIMUM VEHICULAR VOLUME Major Street : (500 or 600 with 1 or 2 lanes) 2 Lane(s) on each approach 600 Minor Street : (150 or 200 with 1 or 2 lanes) 2 Lane(s) on each approach 200 Warrant 1B INTERRUPTION OF CONTINUOUS TRAFFIC Major Street : (750 or 900 with 1 or 2 lanes) 2 Lane(s) on each approach 900 Minor Street : (75 or 100 with 1 or 2 lanes) 2 Lane(s) on each approach 100 Warrant 1A\1B COMBINED WARRANT 1AAND WARRANT 1B (See Condition Percentages) Major Street: 80% 480 / 720 2 Lane(s) on each approach 480 /720 Minor Street : 80% 160 / 80 2 Lane(s) on each approach 160 / 80 + 'i1u I-41T Iif I IC12E3D Study Hours 6:00 - 7:00 AM 7:00 - 8:00 AM 8:00 - 9:00 AM 9:00 - 10:00 AM 10:00 - 11:00 AM 11:00 - 12:00 PM 12:00 - 1:00 PM 1:00 - 2:00 PM 2:00 - 3:00 PM 3:00 - 4:00 PM 4:00 - 5:00 PM 5:00 - 6:00 PM rtignest tntenng volume on tntenng volume on major Minor Road ( Aviation Avenue) Tot. Ent. Vol. Road (Williston Road) Tot. Ent. Vol. SB Lefts SB Thru/ Rights On Minor Rd Williston Rd Williston Rd On Major Rd EB WB 3 2 5 402 288 690 7 4 11 719 668 1387 6 9 15 781 687 1468 0 15 15 612 557 1169 2 15 17 596 640 1236 7 28 35 647 665 1312 6 30 36 799 693 1492 4 16 20 638 568 1206 7 26 33 773 746 1519 11 37 48 822 774 1596 20 67 87 825 874 1699 51 92 143 784 899 1683 WF I - ,ar r 11 11 1 111 wiji Mmum DD nDTELHOT1 V= E 7nE00 NC WSJifFUMCC rlSCLDLT.SfA WEI➢iiFiLIUIt[1—MEUNFrill ®T= NA S MUTCD. 2009 Edition ❑m-imm,aa1DID Dum a2u20111 Minimum* 2 Lane(s) per approach 1300 2 Lane(s) per approach 115 1 Lane(s) per approach 1800 1 Lane(s) per approach 150 Meets the following warrants? 1A 1B %(1A\1B) 1 2 3 No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No No #REF! No No No No No Yes No No No Yes Yes Yes No NO NO ND I ND N ❑ 1 2 3 Nr I ND N W __ OCrnrrrnr Con f 1i � Etu-nun i ❑ r:00❑ Basic minimum hourly volume W-7'-C111T 1_I ETILLL-1J D U LVE Warrant 1 combination after all other measures # accidents signalization would ❑ 70o Speeds > 40 mph or isolated pop. < 10,000 mitigate per year ( Avg =5) + % vol. D UD c after all other measures Capacity Analysis Williston Road Williston Road Kennedy Drive Airport Drive Eastbound Left Thru Right Westbound Left Thru Right Northbound Left Thru Right Southbound Right Thru Left Lane Use __j 1-t 4 --� I t "-j I L. I I Overall LOS Volume (vph) 15 528 315 219 493 103 203 163 205 9 245 168 Existing HCM LOS C C C C D D D D D C I AM* Delay (sac) 22 33 31 22 36 40 36 36 51 31 C Cycle Vic 0.05 0,71 0.77 0.42 0.67 0,52 0.14 0.01 0.76 0.47 Length 106 sac 95% Queue (ft.) Volume (vph) 63 484 Ill 289 841 232 501 414 2961 57 197 193 Existing HCM LOS C C C D F F D D D E PM* Delay (set) 26 32 35 1 39 220 133 40 36 41 56 E Cycle vtc 0.37 0.52 0.81 10.85 1.37 1,13 0.45 0.03 0.51 0.84 Length 116 sac 2017 Volume (vph) 69 502 115 299 873 249 519 444 3071 64 222 1 217, No Build HCM LOS C C D D F F D I D D F DHV Delay (sac) 27 31 39 40 298 176 43 37 44 85 F Cycle Vic 0.42 0.52 0Z4 0.861 1.54 1.24 0.51 0.04 0.59 0.97 Length 120 sac 95% Queue (fl.) 2017 Volume (vph) 69 509 115 299 873 2491519 444 307 64 222 1217 Build HCM LOS C C D D F F D D D F DHV Delay (sac) 27 31 39 40 298 176 43 37 44 85 F Cycle V/C 0.43 0.51 0.85 0.88 1.57 1.25 0.51 10.04 0.59 0.98 Length 120 sac 95% Queue (ft.) * Per BTV 2009 Traffic Study. Note PM peak flour is worse analysis case condition. South Burting(on Vermon s,atilec conil;umn, Services, Inc 55 Green Mountain Drive BATC/VFA Synchro Analysis Results Summary South Burlington, VT U.S.A. Traffic Impact I Williston Road (Route 2) at 5403 And Access Study Airport Drive and Kennedy Drive Tel. $02-864-0223 stanwic Fax, 802-864�0165 1195310247 ,all " I mr..1.1arWec.com Burlington International Airport - Traffic Study Stantec 14: Williston Road & Airport Drive 5/19/2011 ,A , -'V "r 4--- k' -4\ Lane Configurations I ITt I tT* 1 11 F 11 1 r Volume fvph) 69 509 115 301 917 251 519 444 307 217 222 6 Ideal Flow',"v0pl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 ane Width 10 11 12 10 11 12 Grade t%) _1% 2% 1 % - ------ �fjta �6s�tiime_Us 6.0 6.6 6.0 6.0 6.0 6 0B 0 6._0_ -- 6--b 6. Lane Util. Factor 1,00 0,95 1,00 U 5 1.00 1.00 1.00 1.00 1.00 1.00 1,00 OM 1.00 1.00 0,8 Flt Protected 0.95 1.00 .95 U0 0,95 1,00 1,00 OM 1.00 1.00 A(47� 37�6 65 2�fd ------- 15 1 6 --'1.00 1 6 6 1 _ Flt Permitted 1-1--6.��..-I-f.-d�L--,.-,''�"- 0.27 1,00 0,44 1.00 1'06 0_T6�' 1.00 Oatd. Flow (perm) 166 3376 473 3310 764 1668 1470 266 1765 16611 Peak -hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 M 1.00 1.00 1.40 69 509 115 301 J_��f' 91307 519 -44 - ----- - - 217 222 6 R-OR"Reduction typp 1 0 'b 14� 0 50 Groupane Flow (vph) fig 609 0 301 1150 0 519 444 161 217 222 .... ... 1 Heavv Vehicles M I % I % - - - i'�_ 0 _'� - 1% ' ___fi�' -, 'I�)�' ' � 6��' - - -, _� 1% 1% Protected Phases 5 2 1 6 3 8 7 4 Permitted Phases 2 6 8 8 4 Actuated Green, G (s) 49.9 42.6 59.9 47,6 37,9 25.6 25.6 37.9 25,6 25.6 Green,ffective g (s) 49,9 42.6 59.9 4T6 37.9 25.6 25.6 37.9 25.6 25.q Actuated g/C Ratio 0.41 0.35 0.50 0.40 0.31 0.21 0,21 0.31 0.21 0.21 Plearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.06 6.0 6. Vehicle Extensions 3.0 3.0 10 3.0 3.0 3.0 10 3.0 3.0 10 Fane Gr Ca vph) 160 1194 355 1308 330 364 312 221 375 36 v1s Ratio Prot 0.03 0.18 c0.09 c0.35 c0.16 0,27 0.10 0.13 /s'Ra#kq'Perin 0.15 0.33 c0.33 011 0.21 0.01' v/c Ratio 0.43 0.51 0.85 0,88 1,57 1.25 M1 0.98 0.59 0.04 21.9 33,8 b _4� 35.6 42.7 37.7' Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 IM Incremental De��y, d2 1.9 0,4 W9 271,9 135.6 '90.7 Delay - I I s) -111 27.0 387 40.8 311 1 - - - 5 11 1 11 83. 1 0 43.4 11 45.2 377 �eyel of Service C. C D D F _F D F Approach,Dela s 30.7 40.4 201.8 63.9 *roach LOS C D F -r____.._-_._E CM Average 06ntrq1DeIaj 93.8 HCM Level of Service HCM Volume to CaaqVratio 1.15 _p . }Actuated Cyck-Ceno _ (s) 126.5 Sum of lost time-(4-24.0 Intersection qappci� Utilization ICU Level of Service G ai+ sis Period 1 n) AT 115 ' " c Critical Lane Group 2017 Build Design Hour Volumes HCM Signalized Intersection Capacity Analysis Evening Peak Hour Page 1 Burlington International Airport - Traffic Study StaDtec 14: Williston Road & Airport Drive 5/19/2011 �- �� �* � .� ^� � -*~ �� � ! � �� � -- , Lane Group Flow (vph) 69 624 301 1168 510 444 307 217 222 64 wtRaUo 0.38 0.52 0.86 0.86 1.54 1.23 0.66 0.96 0.58 0.18 Control Delay 20.4 30.1 442 30,5 285.3 164.4 28.5 85.3 522 12.5 Queue Delay 0.0 0.0 O.O 0.0 &D 0.0 UD 0.0 0.0 08 Total Delay 30.4 301 44.2 39.6 285.3 184.4 26.5 86.3 522 12.5 Queue Length 6Oth (ft) 24 180 125 410 -441 -434 84 124 157 1 Queue Length 95thU0 57 268 #311 609 #808 #773 222 #360 286 43 Internal Link Dist (ft) 1130 784 540 1716 Turn Bay Length (ft) 100 120 190 150 150 Base Capacity (wph) 833 1683 351 1598 337 382 485 226 383 410 Starvation Cap Rodootn O 0 O O D 0 O O O O Spi||backCap Rwduotn O O O O O O O O O O Storage Cap Redudn O O O 8 O 0 O O O U Reduced wtRatio 0.30 0.88 0.86 0.73 1.54 1.28 0,06 R96 0.58 0.18 - Volume exceeds capacity, queue is theoretically infinite. Queue shown ismaximum after two cycles. # S5thpercentile volume exceeds capacity, queue may b*longer. Queue shown iomaximum after two cycles. 2017 Build Design Hour Volumes Queues Burlington International Airport - Traffic Study Stantec 14: Williston Road & Airport Drive -,* --* -,* 0- 4-- Lane Contigurations 1 11 tT+ T F I T r Volume (vph) 69 502 115 299 873 249 519 444 307 217 222 Ideal Flow j vp 1 1900 1900 1900 1900 1900 1900 1900 1900 -1900 1900 1900 1900 Lane Width 10 11 12 10 11 12 10 9 10 9 10 1 Grade (%) -1% 2% 1%1 oi. �-Otal Lost titimes6.0 6�'b 6.0 '0 06. C 6,0 6.0 6,0 6, Lane til. Factor 1,00 0.95 1.00 0.95 1.00 1,00 1.00 1 M IM 1.00 rrt 1.00 0.97 1.00 0.97 1.00 '00 0.85 1.00 1.00 0.8q Flt Protected 0,95 1,00 0.95 1.00 0.95 IM 1,00 0.95 1.00 1.00 -1-6-7-6- 3--3-7-5--- 16-51- 3-3-0- -7 1643 1668 1470 1616 1765 166t Fit Permitted 0,10 1,00 p 0,27 1.00 0.45 1.00 1.00 0.16 1.00 1,00 �atd. Flow (perm) 179 3375 474 3307 772 1668 1470 267 1765 1661 Peak -hour factor, PHF 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1,00 �dj, Flow (vph) 69 502 115 299 873 249 519 444 307 217 222 6 RTOR Reduction (vph) 0 15 0 0 19 0 0 0 146 0 0 49 �ane Group Flow (vph) 69 602 0 299 1103 0 519 444 161 217 222 A Heaa Vehicles M 1% I % 1% I % 1% i % 2% 2% 2% 1% 1% 1% n+pt pm+pt pm+pt Perm pm+pt Perd Protected Phases 5 2 1 6 3 8 -.- 7 4 - -P- -- j0iimifiej Phases 2 6 8 4 4, Actuated Green, G (s) 48.5 41.1 58.3 46.0 37.8 25.5 25.5 37.8 25 - 5 25.5 Effective Green 48.5 58.3 4&0 37.8 25--5-`---25-"5 37.8 25.5 25.6 Actuated Alt; Ratio 0.41 O35 0A9 0 39 0.32 021 0.21 0.32 0.21 011 Clearance Times 6.0 6 0 6.0 6.0 U 6.0 6.0 6,0 6.0 6.0 VWOCW&Cension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3,0 166 1167 354 1279 336 358 316 224 379 35 vis Ratio Prot 0.03 0.18 c0.09 c0.33 c0.16 0.27 0.10 013 �/s Ratio Perm 0.14 0.33 G0.33 0.11 0,21 0.01 vic Ratio 0.42 0,52 0.84 0.86 1,54 1.24 0.51 0.97 0.59 0.04 Oniform Delay, dl 24.8 31.0 21.9 33.5 38.9 467 41.2 34,5 42,0 37-A Progression Factor 1.00 1,00 1,00 1.00 1.00 1.00 1.00 1 M 1.00 1 M lIncremental Delay, d2 1.7 04 16.6 6.2 259.4 129.7 1.4 60.7 2.3 ----- "0. Delay �s) 26.5 31.4 38.5 39.8 298.4 176.4 42.6 86,2 44.3 37.1 Level of Service G G D D F F D F D --3-0 -9 39.5 193.9 61.0 Approach LOS C D F E . .... HCM Level of Service HCM Volume to Capaclt ratio 1.13 24.0 IM9 Sum of lost time Intersection c i��tion ... �qbL �_4.YK �6�2% ICU Level of Service 111.1, ", - I I I I I � na,lysis Period (min) 15 c Critical Lane Group 2017 No Build Design Hour Volumes HCM Signalized intersection Capacity Analysis Evening Peak Hour Page 1 Burlington International Airport - Traffic Study 14: Williston Road & Airport Drive Stantec 5/19/2011 Vane Group, 159-L. IHSTT'; Mt, ' _MT NEX_ MT1. ABIR SBL OBT SBR- Lane Group F12w v�h 69 617 299 1122 519 444 307 217 222 64 �!CRatios0,35 0,53 0,86 0.84 1,51 1.21 0.66 0.95 0.57 0.15 Control De�y 20.2 30.5 44.3 387 272.2 157.4 25.9 80.7 51.0 12.5 Pueue Delay 0.6 T 0,0 0.0 0.0 0.0 0.0 Ob 0.0 0,0 0.0 Total Delay 20.2 30.5 44,3 38.7 272.2 157.4 25.9 80.7 51,0 12.5 50th (ft) 24 177 124 385 -415 -415 81 118 151 1 Queue Length 95#h ft 57 265 #307 573 #805 #773 222 #359 286 43 Internal Link Dist (ft) 1130 784 540 1716 Turn Bay Length (ft) 190 120 190 150 150 pLse C acit v h� 238 1646 349 1618 344 367 468 229 388 415 Starvation Ca Reductn 0 0 0 0 0 0 0 0 0 0 Opillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 �educed y/c Ratio 0.29, 0.37 MMIMLW�rnva 0.86 0.69 1.51 1.21 0.66 OM 0.57 0.15 Volume exceeds capaciy, q yqueis theore tically infinite, Queue shown- is-'raxim maximum after . two cycl .1 e I s 951h percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. 2017 No Build Design Hour Volumes Queues Evening Peak Hour Page 1 Williston Road at Aviation Avenue and Ace Hardware Driveway Williston Road Williston Road Ace Hardware Dwy Aviation Avenue Eastbound Westbound Northbound Southbound T` ri R T' R T R R T, 2011/2012 Volume (vph) 29 769 7 9 756 15 8 0 9 7 0 6 D No Build HCM LOS A A C B D per AM Delay (sec) 0.6 0.2 22.6 11 21.9 Aviation Avenue Left Control Free Free STOP STOP STOP 2012 Volume (vph) 58 769 7 9 756 27 8 0 9 11 0 8 E HCM LOS A A C B E Build per AM Delay (sec) 1.1 0.2 24.9 11 23 Aviation Avenue Left Opening control Free Free STOP STOP STOP 2017 Volume (vph) 30 791 7 9 791 15 8 0 9 7 0 6 E HCM LOS A A C B E No Build per AM Delay (sec) 0.6 0.2 23.8 11 37 Aviation Avenue Left Control Free Free STOP STOP STOP Volume (vph) 71 791 1 9 791 56 8 9 11 0 8 2017 E Build HCM LOS A A D B E per Delay (sec) 1.4 0.2 27.5 11.3 46.3 AM Aviation Avenue Left Control Free Free STOP STOP STOP Full 2011/2012 Volume (vph) 13 864 16 7 915 7 13 0 18 91 0 40 F HCM LOS A A D B F No Build per PM Delay (sec) 0.3 0.1 34.8 13 68 Aviation Control Free Free STOP STOP STOP Avenue Left Volume (vph) 18 864 16 7 915 9 13 0 18 114 0 51 2012 F Build HCM LOS A A E B F per Delay (sec) 0.4 0.1 38.6 13.2 83.2 PM Aviation Avenue Left Opening Control Free Free STOP STOP STOP 2017 Volume (vph) 13 877 16 7 929 7 13 0 18 92 0 41 F HCM LOS A A E B F No Build per Delay (sec) 0.3 0.1 36.1 12.9 72.5 PM Aviation Avenue Left Control Free Free STOP STOP STOP Volume (vph) 20 877 16 7 929 10 13 0 18 150 0 55 2017 F Build HCM LOS A A E B F per PM Delay (sec) 0.4 0.1 47.0 14.1 96 Aviation Full Control Free Free STOP STOP STOP Avenue Left South Burlington Vermont Stantec Consulting Services. Inc Z�F 55 Green Mountain Drive BATC/VFA Synchro Analysis Results Summary v South Burlington, VT U.S.A.Traffic Impact 5403 and Access Study Aviation Avenue At Route 2 Tel. 802-864-0223 Stan Fax.802-864-0165 195310583 5/5/2011 www.stantec.com Map - BATS / VFA -Traffic Impact and Access Study Volumes Williston Road Williston Road 2011 & 2012 No Build Design Hour Volumes AM Peak Hour Stantec 5/5/2011 BATS f VFA - Traffic Impact and Access Study Stantec 3: Williston Road & Aviation Avenuer 5(5/2011 I Movement BBL lrt3T FfR tBt YyDT WBR NBL NS NBf82 SWL2 WL SWR Lane Configurations Volume (vehih) 29 769 7 9 756 15 8 0 9 6 0 7 I Sign Control Free Free Stop Stop Grade 0% 3% 0% 0% Peak Hour Factor 1,00 1.00 1 Z 1.00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 I Hourly flow rate (vph) 29 769 7 9 756 15 8 0 9 6 0 7 Pedestrians Lane Width (ft) Walking Speed fts) I Percent Blockage Right turn flare (veh) Median type None None I Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 771 776 1234 1620 388 1233 1616 386 I vC1, stage f conf vol vC2, stage 2 cont vol vCu, unblocked vol 771 776 1234 1620 388 1233 1616 386 tC, single (s) 4,2 4,1 7.5 6.5 6.9 7.5 6.5 7.1 I tC, 2 stage (s) tF (s) 2,2 2.2 3.5 4.0 3.3 3.5 4,0 3.4 p0 queue free % 96 99 94 100 99 95 100 99 cM capacity (veh1h) 820 849 129 99 616 129 100 591 flit on, ,matte # .# . '. q : L,13 1 11 W` ' Volume Total 414 392 387 393 17 6 7 Volume Left 29 0 9 0 8 6 0 Volume Right 0 7 0 15 9 0 7 cSH 820 1700 849 1700 222 129 591 Volume to Capacity 0.04 0.23 0.01 0.23 0.08 0.05 0.01 Queue Length 95th (ft) 3 0 1 0 6 4 1 Control Delay (s) 1.1 0.0 0.3 0.0 22.6 34.3 11.2 Lane LOS A A C D B Approach Delay (s) 0.6 0.2 22.6 21.9 Approach LOS C C Intersection i� Average Delay 0.8 Intersection Capacity Utilization 59.3% ICU Level of Service B Analysis Period (min) 15 2011 & 2012 No Build Design Hour Volumes Synchro 7 - Report AM Peak Hour Page 1 Map - BATS / VFA - Traffic Impact and Access Study Volumes Williston Road P 4-915 Ar7 864- 0 16-4 (9 C*� to CTJ 201 land 2012 No Build Design Hour Volumes PM Peak Hour Williston Road Stantec 5/5/2011 BATS / VFA - Traffic Impact and Access Study Stantec 3 Williston Road & Aviation Avenue 5/5/2011 --r -- '" I!- ' Movement , EBL Ft T FBR W L WBT WBR NBL NBR NBR2 S I.2 SWL S R Lane Configurations 411� *Tl Y Y Volume (veh/h) 13 864 16 7 915 7 13 0 18 40 0 91 Sign Control Free Free Stop Stop Grade 0% 30/0 0% 0% Peak Hour Factor 1,00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 1,00 1,00 1.00 Hourly flow rate (vph) 13 864 16 7 915 7 13 0 18 40 0 91 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 922 880 1460 1834 440 1408 1838 461 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 922 880 1460 1834 440 1408 1838 461 tC, single (s) 4.2 4.2 7.5 6.5 6.9 7.5 6.6 6.9 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 98 99 83 100 97 58 100 84 cM capacity (veh/h) 718 745 75 75 570 95 70 553 Volume Total 445 448 464 464 31 40 91 Volume Left 13 0 7 0 13 40 0 Volume Right 0 16 0 7 18 0 91 cSH 718 1700 745 1700 152 95 553 Volume to Capacity 0.02 0,26 0.01 0.27 0.20 0.42 0.16 Queue Length 95th (ft) 1 0 1 0 18 43 15 Control Delay (s) 0.5 0.0 0.3 0.0 34.8 67.8 12.8 Lane LOS A A D F B Approach Delay (s) 0.3 01 34.8 29.6 Approach LOS D D biter ectioo.'su ma Average Delay 2.7 Intersection Capacity Utilization 52.6% ICU Level of Service A Analysis Period (min) 15 2011 and 2012 No Build Design Hour Volumes HCM Unsignalized Intersection Capacity Analysis PM Peak Hour Page 1 Map - BATS / VFA - Traffic Impact and Access Study Volumes Williston Road It-/ Williston Road Ar9 5" 9--- 7-*76 70 - 2012 (Opening Year) Design Hour Volumes AM Peak Hour Stantec 5/512011 BATS J VFA - Traffic Impact and Access Study Stantec 3: Williston Road & Aviation Avenue 515/2011 �t Movement E t. EBB EBR W8L 1f+;8T WBR N L NBR NBR2 SWL2 S fL S R Lane Configurations 4 t* 41 y y Volume (veh(h) 58 769 7 9 756 27 8 0 9 8 0 11 Sign Control Free Free Stop Stop Grade 0% -3% 0% 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1,00 1.00 1.00 1.00 1.00 Hourly flow rate (vph) 58 769 7 9 756 27 8 0 9 8 0 11 Pedestrians Lane Width (ft) Walking Speed (ftls) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 783 776 1296 1690 388 1297 1680 392 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 783 776 1296 1690 388 1297 1680 392 tC, single (s) 4.2 4.2 7.5 6.5 6.9 7.6 6.6 6.9 tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4.0 3.3 3.5 4.0 3.3 p0 queue free % 93 99 93 100 99 93 100 98 cM capacity (veh1h) 812 817 112 87 616 112 84 613 go L82, WBJ i 1 2 .. hl Volume Total 442 392 387 405 17 8 11 Volume Left 58 0 9 0 8 8 0 Volume Right 0 7 0 27 9 0 11 cSH 812 1700 817 1700 198 112 613 Volume to Capacity 0.07 0.23 0.01 0.24 0.09 0.07 4.02 Queue Length 95th (ft) 6 0 1 0 7 6 1 Control Delay (s) 2.1 0.0 0.4 0.0 24.9 39.6 11.0 Lane LOS A A C E B Approach Delay (s) 1.1 0.2 24.9 23.0 Approach LOS C C Jnteraectloo Summary Average Delay 1.1 Intersection Capacity Utilization 65.2% ICU Level of Service C Analysis Period (min) 15 2012 ( Opening Year) Design Hour Volumes HCM Unsignalized Intersection Capacity Analysis AM Peak Hour Page 1 Map - BATS / VFA - Traffic Impact and Access Study Volumes Williston Road AV 4-915 A-7 8643 16y T n� W \V L TCz i\ W U Q 2012 ( Opening Year) Design Hour Volumes PM Peak Hour Williston Road Stantec 5/5/2011 BATS /\/FA - Traffic Impact and Access Study Stantec 3:Williston Road & Aviation Avenue 5/5/2011 � _* -,, r �- � t ^� u � Vmluma(veh/h) 18 864 16 7 915 B 13 0 18 61 O 114 X Sign Control Free Free Stop Stop 8 Grade [% -3% {% 0% Peak Hour Factor 1�OO 1.00 1.00 1Z 1.00 1.00 1.00 1,00 1.00 1.00 1M 1.00 Hourly flow rate (vph) 18 864 18 7 916 A 13 O 18 51 O 114 � Pedestrians Lane Width#A Walking Speed (ft/s) U Percent Blockage U " Right turn flare (veh) Median type None None Median storage veh) K Upstream signal (ft) ' pX.platoon unblocked wO,conflicting volume 924 080 1494 1848 440 1420 1850 462 U vC1,stage 1 cont vol U " vC2stage 2nnnvol vCu.unblocked vol 924 880 1404 1846 440 1420 1850 462 IC, single (s) 4.2 4.2 7.5 8.5 6.9 7.6 8.6 6.9 U tC.2stage (s) x tFbh 2.2 2,2 3,5 4.0 3.3 3.5 4.0 8,3 pOqueue free % 97 QU 81 100 97 45 100 79 oMcapacity (vmh/h) 717 745 67 78 570 03 GQ 5E2 U Volume Left 18 O 7 0 13 51 O K Volume Right O 16 0 A 18 O 114 c8H 717 1700 745 1700 138 08 552 Volume hoCapacity ' 0.03 0.26 0.81 0.27 0.23 0.56 8.21 U Queue Length 85th(h) 2 U 1 O 21 02 19 ' Control Delay &6 0.7 0.0 0.3 [.O 98.6 83.2 13.2 Lane LOS A A E F B � Approach Delay (s) 04 0i1 38.8 34�8 U ^ AppmaohLOS E Q Average Delay 3.7 o Intersection Capacity Utilization 57.7% ICU Level of Service 8 Analysis Period (min) 15 2012(Opening Year) Design Hour Volumes HCM Unsignu|ized Intersection Capacity Analysis Map - BATS / VFA - Traffic Impact and Access Study Volumes Williston Road �fi .k. *-15 17791 Williston Road a� c� 3 cz a� 2017 No Build Design Hour Volumes AM Peak Hour Stantec 5/5/2011 BATS / VFA - Traffic Impact and Access Study Stantec 3: Williston Road & Aviation Avenue 5/5/2011 _0 -* -- v "�� � ~- ~�N � � r^� y� � _� -' Vohmu(veh/h) 30 791 7 Q 791 15 8 O Q 8 0 7 Sign Control Free Free Stop Stop Grade 0% -3% 0& 0% Peak Hour Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.08 1.00 1.00 1.00 1.00 1�00 Hourly flow rate (vph) 30 791 7 Q 701 15 8 D & D 8 7 Pedestrians Lane Width (ft) Walking Speed Uts) Percent Blockage Right turn flare (voh) Median type None None Median storage voh} Upstream signal U8 pX`platoon unblocked vO`conflicting volume 806 798 1275 1678 309 1881 1074 403 vC1.stage 1uun|vol vC2,stage 2cont vol vCu'unblocked vol 888 798 1275 1078 388 1281 1874 403 tC.single (s) 4.2 4.2 7.5 6.5 8.8 7.5 8.6 8.9 K).2stage (a) tFha> 2.2 2.2 8.5 4.0 3.3 3.5 4.0 13 p0queue free % 08 AQ 93 108 99 RS 180 QO oMcapacity (veh/h) 705 801 120 01 600 118 87 608 Volume Left 80 O 0 0 8 G O Volume Right O 7 U 15 Q O 7 oSH 705 1700 801 1700 208 118 683 Volume 1oCapacity 0.04 0.24 0\01 0.24 0.08 O.05 0.01 Queue Length Q61h(#A 3 0 1 O 7 4 1 Control Delay (s) 1.1 0.0 0.3 0.0 20.8 37.0 11�O LoneLOS A A C E B Approach Delay (s) 0.8 0.2 28.8 23.0 ApprnachLO8 C O Average Delay 0.8 Intersection Capacity Utilization GOJ% ICU Level o(Service B Analysis Period (min) 15 2U17NoBuild Design Hour Volumes HCMUnaignalizedIntersection Capacity Analysis Map - BATS / VFA - Traffic Impact and Access Study Volumes Williston Road -7 Ar7 929 Williston Road �- 877- 19 .- a� c� .n cz a� U Q 2017 No Build Design Hour Volumes PM Peak Hour Stantec 5/5/2011 BATS / VFA - Traffic Impact and Access Study Stantec 3: Williston Road & Aviation Avenue 5/512011 _* --� --� r �� � � ~- ~�� � N �� ' � n� � ~~ Sign Control Free Free Stop Stop Peak Hour Factor 1.80 1.00 100 1.00 1.00 1.00 1�00 1.00 1,00 im 1m 1.00 Hourly flow rate (vph) 13 877 16 7 029 7 13 O 18 41 8 02 Pedestrians Lane Width (ft) Walking Speed fts) Percent 8|cmkaOe Right turn flare (veh) Median h9n None None Median storage veh) Upstream signal 0U pX,platoon unblocked wC.conflicting volume 988 898 1482 1861 448 1420 1886 468 vC1.stage 1 con(vn! vC2.stage 2uun vol vCu.unblocked vol 926 898 1482 1861 440 1429 1886 488 tO.single (s) 4.2 4.2 7.5 6.5 8.9 7.5 6.6 6.8 tO.2stage (s) UFh0 2.8 2.2 3.5 4.0 3.3 8.5 4.0 3.8 p0queue free % 88 QQ 82 100 97 55 180 83 dNuopmcity (veh/h) 709 737 72 72 565 82 68 547 Volume Left 13 O 7 O 13 41 0 Volume Right O 18 O 7 18 O 02 oGH 788 1700 737 1700 140 92 547 Volume MuCapacity 0.02 0.27 0.01 0.28 0.21 0.45 0.17 Queue Length Q5th(h) 1 0 1 0 10 47 15 Control Delay (s) 0.5 0.0 0.3 0.0 96.1 72.5 12.9 LaneLO6 k A E F B Approach Delay (s) 0.3 0.1 06.1 31.3 AppmauhL0S E D Intersection Surnmar� Average Delay 2.8 Intersection Capacity Utilization 63.0% ICU Level ufService A Analysis Period (min) 15 2O17NuBuild Design Hour Volumes HCM Unsignalized Intersection Capacity Analysis IMap - BATS / VFA - Traffic Impact and Access Study Volumes Jp' Q� K7791 Williston Road Williston Road 791- 7y L Cz 2 L Cz 4/ U Q 2017 Build ( Full Enrollment) Design Hour Volumes AM Peak Hour Stantec 5/5/2011 BATS / VFA - Traffic Impact and Access Study Stantec 3: Williston Road & Aviation Avenue 5/5,12011 \olume(vah/h) 71 791 7 Q 781 50 8 O 8 8 U 11 Sign Control Free Free Stop Stop Grade 0% -3% 8% O% Peak Hour Factor 1.00 1.00 1.00 1.00 1.08 1D0 1.00 1.00 1.80 1.00 1D0 1�00 Hourly flow rate (voh) 71 791 7 A 701 56 O 0 A 8 8 11 Pedestrians Lane Width (ft) Walking Speed fts) Percent Blockage Right turn flare (vah) Median type None None Median storage veh) Upstream signal 00 pX.platoon unblocked vC.conflicting volume 847 798 1861 1802 800 1384 1777 424 vC1. stage 1 oonfvo| v[Q.stage 3oon vol vCu.unblocked vol 847 798 1301 1802 399 1384 1777 424 hO.single bh 4.2 4.2 7.5 GG 6.9 7.5 6.8 6.9 tO.2stage (s) tF(s) 2.2 2.2 9.6 4.0 3.3 8.5 4.0 8.3 pOqueue free % 91 00 92 100 89 92 100 98 dWcapacity (veh/h) 767 801 98 72 606 85 71 585 Volume Left 71 O Q O 8 8 O Volume Right 8 7 0 66 0 O 11 oSH 787 1700 801 1700 177 95 685 Volume 1oCapacity 0.09 8.24 0.01 0.27 0.10 0.08 0.02 Queue Length Q5th(h) 8 O 1 O 8 7 1 Control Delay (s) 2.6 0.0 0.3 0.0 27.5 46.8 11.3 LanoL0S A A D E B Approach Delay (s) 11.4 0.2 27.5 28.0 AppmuohLO8 D D Average Delay 1.3 Intersection Capacity Utilization 88.1% ICU Level of Service O Analysis Period (min) 15 2017Build ( Full Enrollment) Design Hour Volumes HC@UnagnalizedIntersection Capacity Analysis Map - BATS / VFA - Traffic Impact and Access Study Volumes q.� i0 -919Williston Road Williston Road 07 Cl) L Cz L Cz „r W 2017 Build ( Full Enrollment) Design Hour Volumes PM Peak Hour BATS / VFA - Traffic Impact and Access Study Btantec I 3: Williston Road & Aviation Avenue 515/2011 --,* t T r I Movement EBL EBT EBR WBL WBT W6R NBL NBA N6142 S L2 SWL SWIR Lane Configurations 0 414 bf ' Y Volume (veh/h) 20 877 16 7 929 10 13 0 18 55 0 150 I Sign Control Free Free Stop Stop Grade 0% -3% 0% 0% Peak Hour Factor 1.00 1.00 1,00 1.00 1.00 1,00 1.00 1.00 1,00 1,00 1.00 1.00 Hourly flow rate (vph) 20 877 16 7 929 10 113 0 18 55 0 150 I Pedestrians Lane Width (ft) Walking Speed (ttfs) I Percent Blockage Right turn flare (veh) Median type hone None Median storage veh) I Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 939 893 1554 1878 446 1444 1881 470 I vC1, stage 1 eonf vol vC2, stage 2 conf vol vCu, unblocked vol 939 893 1554 1878 446 1444 1881 470 ` tC, single (s) 4.2 4.2 7.5 6.5 6.9 7.5 6.6 6.9 I tC, 2 stage (s) tF (s) 2.2 2.2 3.5 4,0 3.3 3,5 4.0 3.3 p0 queue free % 97 99 76 100 97 38 100 73 cM capacity (veh/h) 707 737 55 70 565 89 65 546 Volume Total 458 454 472 474 31 55 150 Volume Left 20 0 7 0 13 55 0 Volume Right 0 16 0 10 18 0 150 cSH 707 1700 737 1700 116 69 546 Volume to Capacity 0.03 0.27 0.01 0.28 0.27 0.62 0.27 Queue Length 95th (ft) 2 0 1 0 25 72 28 Control Delay (s) 0.8 0,0 0.3 0.0 47.0 96.4 14.1 Lane LOS A A E F B I Approach Delay (s) 0.4 0.1 47.0 36.2 Approach LOS E E Intefse0tion 2trmm Average Delay 4,5 Intersection Capacity Utilization 61.7% ICU level of Service B Analysis Period (min) 15 2017 Build ( Full Enrollment) Design Hour Volumes HCM Unsignalized Intersection Capacity Analysis I PM Peak Hour Page 1 ` Turn Lane Warrants Analysis Figure 2 ❑=uideline for determining the need for a mabrroad leftlurn bay at a twoLway stopEtontrolled intersection[-( NCHRP =7) Rte 2 / Aviation Avenue 2011 AM DHV Eastbound 21ane roadway (English) INPUT Variable Value 85th percentile speed, mph: 35 Percent of left -turns in advancing volume (VA), 4% Advancing volume (VA), veh/h: 805 Opposing volume (Vo), veh/h: 772 OUTPUT Variable Value Limiting advancing volume (VA), veh/h: 430 uidance for determining the need for a ma or -road le Left'_turn treatment warranted I <_ CALIBRATION CONSTANTS Variable Value Average time for making left -turn, s: 30,- Critical headway, s: 5.0 Average time for left -turn vehicle to clear the ad 1.9 South Burlington Vermont Stantec Consulting Services Inc- 55 Green Mountain Drive. BATC / VFA Left Turn Lane Warrant Analysis South Burlington, VT U.S.A. Traffic Impact Rte 2 at Aviation Avenue Eastbound 05403 and Access Study 2011 AM Tel. 802.864.0223 S a rdK Fax. 802.864.0165 195310583 6/1/20111 www.stantec.com Figure 2 ❑❑❑❑uideline for determining the need for a ma[br[road left[turn bay at a twoiVvay stop[tontrolled intersection❑( NCHRP ❑a]7) Rte 2 /Ace Hardware Driveway 2011 AM DHV Westbound 21ane roadway (English) INPUT Variable Value 85thpercentile speed, mph: 35 Percent of left -turns in advancing volume (VA), 1% Advancing volume (VA), veh/h: 170 Opposing volume (VO), veh/h: 805 OUTPUT Variable Value Limiting advancing volume (VA), veh/h: 780 uidance for determining the need for a major road I Leftturn treatment NOT warranted CALIBRATION CONSTANTS Variable Value Average time for making left -turn, s: 3.0 Critical headway, s: 5.0 Average time for left -turn vehicle to clear the ad 1.9 South Burlington Vermont Stantec Consulting Services Inc 55 Green Mountain Drive. BATC / VFA Left Turn Lane Warrant Analysis South Burlington, VT U.S.A. Traffic Impact Rte 2 at Ace Driveway Westbound 05403 and Access Study 2011 AM }' Tel. 802.864.0223 S� ntec Fax.802.864.0165 195310583 6/1/20111 www.stantec.com Figure 2 =❑uideline for determining the need for a ma[br'ioad leftlurn bay at a twoMay stop[Controlled intersection❑ ( NCHRP ❑r7) Rte 2 at Aviation Avenue 2011 PM DHV Eastbound 211'ane roadway (English) INPUT Variable Value 85`hpercentile speed, mph: 35 Percent of left -turns in advancing volume (VA), 2% Advancing volume (VA), veh/h: 893 Opposing volume (Vo), veh/h: 929 OUTPUT Variable Value Limiting advancing volume (VA), veh/h: 491 uidance for determining the need for a ma -or road le Leftlurn treatment warranted- I E- CALIBRATION CONSTANTS Variable Value Average time for making left -turn, s: 3.0 Critical headway, s: 5.0 Average time for left -turn vehicle to clear the ad 1.9 South Burlington Vermont Stantec Consulting Services Inc 55 Green Mountain Drive. BATC / VFA Left Turn Lane Warrant Analysis South Burlington, VT U.S.A. Traffic Impact Rte 2 at Aviation Avenue Eastbound 05403 and Access Study 2011 PM Tel. 802.864.0223 Fax. 802.864.0165 195310583 6/1/20111 1 www.stantec.com Figure 2 ❑❑❑❑uideline for determining the need for a ma[brifoad leftiturn bay at a twoEway stop5tontrolled intersection[:( NCHRP ❑�1) Rte 2 at Ace Driveway 2011 PM DHV Westbound 21ane roadway (English) INPUT Variable Value 85tpercentile speed, mph: 35 Percent of left -turns in advancing volume (VA), 1 % Advancing volume (VA), veh/h: 929 Opposing volume (Vo), veh/h: 893 OUTPUT Variable Value Limiting advancing volume (VA), veh/h: 716 uidance for determining the need for a mworlroad I Left; turn treatment warranted CALIBRATION CONSTANTS Variable Value Average time for making left -turn, s: 3.0 Critical headway, s: 5.0 Average time for left -turn vehicle to clear the ad 1.9 South Burlington Vermont Stantec Consulting Services Inc' 55 Green Mountain Drive. BATC / VFA Left Turn Lane Warrant Analysis South Burlington, VT U.S.A. Traffic Impact Rte 2 at Ace Driveway Westbound 05403 and Access Study 2011 PM Tel. 802.864.0223 StantK Fax.802.864.0165 195310583 6/1/2011 �1����C�• www.stantec.com Vtrans Traffic Impact Study Guidelines (Updated in 2008) - Appendix H : Right Turn lanes at unsignatized Intersections VERMONT AGENCY OF TRANSPORTATION TRAFFIC VOLUME WARRANTS FOR RIGHT TURN AUXILLARY LANES at Unsignalized Intersections ( Date Approved 11/06/89) :re approach highway speed limit is 25 MPH, or the difference between the speed limit and the intersection desugn speed for right turning vehicles s not exceed 15 mph,(reference 1990 AASHTO Publication A Policy on Geometric Design of Highway and Streets, Table 111-17, etc) these criteria generally exempt. 1. The need for a right turn lane shalt be met for two-lane highways where the advancing (total approach volume excluding lefts utilizing a separate Felt turn lane) traffic volume (V) exceeds the relationship: V = 3 N 80 - S / (R(f-R)); where S is the highway speed ( speed limit assumed), in MPH, and R is the ratio of fight turns to the advancing traffic volume for design conditions, expressed as a decimal. 2. The need for a right turn lane shall be met for four -fade highways where the above two-lane warrant is met and a minimum of 50 right turning vehicles is exceeded. Two-lane versus four -lanes highway determination is based on the number of advancing volume lanes used to carry through traffic; e.g. where one approach lane carries through traffic it is considered a two-lane highway. Specific safety concerns may also be cause for inclusion, on a case by case basis, such as restricted sight distance or other severe geometric conditions. In any event it shall be the Agency's perogative to determine the implementation of any improvements in considering any impacts or iardships that might result from such improvements. BATS 1 VFA Project - Riaht Turn Lane Analvsis Si Direction Right Approach S V Right Turn Condition a Williston Turns Volume I R R (1-R) I Approach Vol.> V Lane mph I v h Location vph v h Warranted? 2011 Existing AM WB 15 780 0.019 0.019 35 1612 780 < 1612 & 2012 No Build AM Aviation Ave NO NO 2011 Existing PM EB 16 893 0.018 0.018 35 1669 893 < 1893 & 2012 No Build PM Ace NO NO 2012 Build AM WB 27 792 0.034 0,033 35 1220 792 < 1220 NO Aviation Ave NO 2012 Build PM WB 9 931 0.010 0.010 35 2262 931 < 2262 NO Aviation Ave NO 2017 No Build AM* WS 15 815 0.018 0.018 35 1647 815 < 1647 NO Aviation Ave NO 2017 Build AM* WB 56 656 0.065 0.061 35 895 856 < 895 NO Aviation Ave NO 2017 Build PM** EB 16 913 0,018 0.017 35 1687 1 913 < 1687 NO Ace Dwy NO *Morning peak hour experiences highest right turn volume at Aviation Avenue. ** Evening peak hour experiences the highest right turn volume at Ace Hardware Driveway. V = 334 80 - S 1(R(1-R)) S = Speed limit = 35 MPH R = ratio of rights to advancing volume Burlington BATS IVFA Traffic In Pact Right Turn Lane Warrant Analysis and Access Study Stantec Consulting Services Inc. 55 Green Mountain Drive. South Burlington, VT U.S.A. 05403 ttantec Tel.802,864,0223 Fax. 802.864.0165 VTrans Traffic Impact Study Guidefines 2007 Appendix H: Right Turn Lanes at Unsignalized Intersections VERMONT AGENCY OF TRANSPORTATION TRAFFIC VOLUME WARRANTS FOR RIGHT TURN AUXILLARY LANES At Unsignalized Intersections Problem Statement: Upon review of current literature, with improved traffic operation and reduced accident experience the principal concerns, the following procedure is recommended based on traffic volume and speed warrants. Where the approach highway speed limit is 25 MPH, or the difference between the speed limit and the intersection design speed for right turning vehicles (reference 1990 AASHTO Publication A Policy on Geometric Design of Highways and Streets, Table III-17, etc.) does not exceed 15 MPH, these criteria are generally exempt. The need for a right turn lane shall be met for two-lane highways where the advancing (total approach volume excluding lefts utilizing a separate left turn lane) traffic volume (V) exceeds the relationship V —33 80-5 . R(l — R) ' where S is the highway speed (speed limit assumed), in MPH, and R is the ratio of right turns to the advancing traffic volume for design conditions, expressed as a decimal. The need for a right -turn lane shall be met for four -lane highways where the above two-lane warrant is met and a minimum of 50 right turning vehicles is exceeded. Two-lane versus four -lanes highway determination is based on the number of advancing volume lanes used to carry through traffic; e.g. where one approach lane carries through traffic it is considered a two-lane highway. Specific safety concerns may also be cause for inclusion, on a case by case basis, such as restricted sight distance or other severe geometric conditions. In any event it shall be the Agency's prerogative to determine the implementation of any improvements in considering any impacts or hardships that might result from such improvements. APPROVED: Original Signed DATE: 1 I/06/89 Arthur Goss Director of PIanning Page 37 of 42 9 CEMETMY i i i vAILEv _ �............. NEST f.+ APRON C ATLANTIC '. . . . AVIATION �y�/ � I •'.. \\\ _. i f " • _ /I SREPOSPROED AVIATION CM. SCHOOL. l� VALLEY APRON ........ �... �e EA%: DRIVE k Proposed Site Location Plan BURLINGTON INTERNATIONAL AIRPORT Burlington Aviation Technical School and Vermont Flight Academy CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: June 30, 2011 \drb\staffcomments\ Application received: June 3, 2011 2011\SD_11_23_EagleDdve_BurlingtonAviationTech_sketc h BURLINGTON INTERNATIONAL AIRPORT— EAGLE DRIVE SKETCH PLAN APPLICATION #SD-11-23 Agenda #9 Meeting Date: July 5, 2011 Owner/Applicant Contact Person City of Burlington Heather Kendrew Burlington International Airport Burlington International Airport 1200 Airport Drive /31 1200 Airport Drive /31 South Burlington, VT 05403 South Burlington, VT 05403 Engineer Property Information Stantec Consulting Tax Parcel 2000-000OC 55 Green Mountain Drive Airport Industrial Zoning District South Burlington, VT 05403 Location Ma Please note: The above aerial photo may not accurately reflect the current conditions of the lot in question. This photo is for relative location only. CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\ SD_11_23_EagleDdve_BurlingtonAviationTech_sketch City of Burlington/Burlington International Airport, hereafter referred to as the applicant, is requesting sketch plan review for a planned unit development to construct a 33,275 sq. ft. building to accommodate the Burlington Aviation Technical Center and the Vermont Flight Academy (personal instruction), Eagle Drive. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on June 3, 2011 and have the following comments. Zoning District & Dimensional Requirements ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Given the hundreds of acres on the site, even the additional 23,600 square feet of building footprint will not affect even a fractional percentage of impervious coverage. As such, the property's adherence to the dimensional requirements of the district will not change. The City has previously accepted that this lot is extremely large and has not been fully surveyed. It is our full expectation that this site is below coverage limitations. There is a great deal of undeveloped land and buffer to surrounding residential properties. The proposed height of the building is addressed below in this report. The applicant is requesting a building height of 50 feet. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The Water Department has not yet reviewed the plans and has stated that they will do so at the preliminary plat level when more details are available. 1. The City of South Burlington Water Department shall review the plans for the subject project, prior to preliminary plat approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 2. The applicant shall obtain preliminary wastewater allocation prior to final plat approval. The applicant shall obtain final wastewater allocation prior to issuance of a zoning permit. CITY OF SOUTH BURLIJON 3 ) DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\201 1 \ SD_11_23_EagleDdve_BurlingtonAviationTech_sketch The City Engineer has not yet reviewed the plans and has stated that they will do so at the preliminary plat level when more details are available. 3. The City Engineer shall review the plans prior to preliminary plat approval. The applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. 4_ The applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 5. The applicant shall include sufficient site grading and erosion control plans as part of the preliminary plat application. 6. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject building is proposed via a curb cut from Eagle Drive, a private road which connects to Aviation Avenue, also a private road. Neither the staff nor the Director of Public Works finds need to transition this to a public road. As the street is not a thru-street, the applicant is proposing a turning circle with a small island. Staff only notes that the Fire Chief should review this to ensure that they have adequate room for maneuvering of fire engines. The City Engineer will review impact of traffic and turning movements at the intersection of Aviation Ave and Williston Road at the preliminary plat level. The applicant has submitted a traffic impact and access study as part of this application but it has not yet been reviewed by the City Engineer or, if requested by the Board, a third party technical consultant. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. TI LIIC JoCWC11._ J_ 1.__J -- IL-- -:1- KCd.CdJICLdIIUJ IVLdLt,U UII L11C JILC, W111U11 dIC 11UL 1111Pdl:LCU. The development is located outside of the wetland buffer as well. The plans depict a line of landscaping along the edge of the wetland for delineation. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. Per section 6.03 of the South Burlington Land Development Regulations, "in areas proximate to the Airport, an Airport Industrial AIR-1 District is established to provide sufficient land area for the Vermont Air National Guard and Airport -related uses, support CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\201 1 \ SD_11_23_EagleDrive_Burl ingtonAviationTech_sketch facilities, and commercial activities that may be incompatible with general residential or commercial uses. The standards and regulations for the Airport Industrial District recognize the importance of these facilities and uses to the operation of the City and regional economies while providing appropriate setbacks and buffering to offset their impacts on adjacent land uses. Staff finds that the proposed use and design of the project meets this criterion. The proposed use is directly related to continued support of aviation advancement, and is not expected to adversely impact any surrounding lands or zoning districts. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The project respects the existing wetlands and wetland buffers. The sum of the lands owned by the airport exceed hundreds of acres and there remains a substantial percentage of lands which remain undeveloped. The Stormwater Superintendent shall review the plans for stormwater management controls and assess whether there is any expected impact on stream buffer areas. 7. The City Stormwater Superintendent shall review the plans and provide comments prior to preliminary plat approval. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The Fire Chief has not yet reviewed the plans and has stated that he would prefer to do so at the preliminary plat level, after any changes to layout and parking are made by the Board at the sketch plan level. 8. The South Burlington Fire Chief should review the plans for the proposed subdivision, prior to preliminary plat approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The subject building parcel is surrounded on all sides by land owned by the same applicant. The applicant is proposing to have gated access for airport -owned vehicles only to the land to the east (near the quarry). ►Qioa,4- uLiiiLieJ, Jlde�YO►kJ, r ecr eallon paLi�iJ, a'nd iighL111& are designed i►► a 1%�a%r%der that iJ consistent with City utility and roadway plans and maintenance standards. Staff has already noted that the City Engineer shall review the preliminary plat plans and provide comments prior to approval of the preliminary plat application. 9. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\ SD_11_23_EagleDdve_BurlingtonAviationTech_sketch Staff has already stated that the proposed development of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The applicant is proposing some parking adjacent to the building, as well as a remote parking area slightly down the hill. The adjacent parking area is connected via a concrete walkway, and the remote parking area is connected via a shared use path. The shared use path connects all the way to Aviation Avenue as well. Based on 33,275 square feet of personal instruction use, the proposed building will require 2 parking spaces per employee. The applicant shall notify staff of the number of employees. 10. The applicant shall notify staff of the number of employees expected at the facility to best address parking needs. Chapter 14.06 of the South Burlington Land Development Regulations states the following: Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection- (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as a utility easement or ernctahle .cnilc that Allrnni fnr nnrkinrr hid not a hitilrlinn fn ho located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re- used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all parking areas located to the side of building(s) at the building line shall not exceed one half of the width of all buildings) located at the building line. Parking approved pursuant to 14.06(B) (2) (b) shall be CITY OF SOUTH BURLiNGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\ SD_11_23_EagleDrive_BurlingtonAviationTech_sketch exempt from this subsection (d) For through lots, parking shall be located to the side of the building(s) or to the front of the building adjacent to the public street with the lowest average daily volume of traffic. Where a lot abuts an Interstate or its interchanges, parking shall be located to the side of the building(s) or to the front adjacent to the Interstate. Parking areas adjacent to the Interstate shall be screened with sufficient landscaping to screen the parking from view of the Interstate. The proposed building and parking areas are serviced via a private road and as such these standards do not apply. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is not shown on the plans. 11. The plans shall depict a bicycle rack as part of submittal of the preliminary plat plans. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The height of the proposed building 50, which exceeds the 35' height maximum for the City. Therefore, the applicant is requesting a height waiver of 15 feet. The Board should consider this request and render guidance to the applicant before they proceed to the next level of review. 11. The Board should consider the applicant's request for a height waiver of 15 feet for a total building height of 50 feet. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted architectural elevations as part of the sketch plan review. The Board should review these in relation to this criterion. Proposed structures shall be related harmoniously to themselves, the terrain and to eXiSting builu ^gs and roads i;. Lhe vicini y LhaL have a visual relaL%V%ts ►ip Lo L/%e prVpVJCd structures. Again, the applicant has submitted architectural elevations as part of the sketch plan review. The Board should review these in relation to this criterion. 12. The Board shall review the architectural elevations with consideration for how the materials and architectural characteristics relate to other buildings in the vicinity. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\2011\ SD_11_23_EagleDrive_BurlingtonAviationTech_sketch In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not find the reservation of any additional land is warranted as part of this application. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). 13. The plans shall show any proposed dumpsters or other waste facilities, adequately screened, as part of the site plan application. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans should show snow storage areas for the subject property. The applicant has submitted landscaping plans as part of the sketch plan application. However, staff and the city arborist would like to withhold review on this level of detail until the preliminary plat application. The landscaping sheets shall be submitted at that level of review. 14. The plans shall depict snow storage areas as part of the preliminary plat plan application. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. 15. The applicant shall submit a landscape plan and budget in compliance with Section 13.06 of the SBLDR as part of the preliminary plat plan application. 16. The applicant should submit estimated construction costs with the preliminary plat application, so that the exact minimum landscaping requirement can be determined. The proposed parking areas contain more than twenty (20) parking spaces, and therefore should be landscaped in accordance with Section 13.06(B) of the Land Development Regulations. The site plan shows some proposed landscaping on the interior of the proposed parking area. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\staffcomments\201 1 \ SD_11_23_EagleDdve_BurlingtonAviationTech_sketch However, they appear to be very minimal and the applicant should submit additional information to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. 17. The applicant should submit additional information, with the preliminary plat application, regarding the landscaping in the interior of the proposed parking area, to ensure that the requirements in Section 13.06(B) of the Land Development Regulations are being met. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. 18. The applicant should submit a lighting point by point plan and lighting cut -sheets with submission of the site plan application. Other Barbed Wire The applicant has stated that they will be extending the use of barbed wire from an existing secure area of the airport. The applicant shall demonstrate need for the barbed wire based on Homeland Security or FAA requirements and submit this as part of the preliminary plat application. A separate plan sheet should also be included which clearly identifies the location of the proposed and existing barbed wire. 19. The applicant shall demonstrate need for the barbed wire based on Homeland Security or FAA requirements and submit this as part of the preliminary plat application. A separate plan sheet should also be included which clearly identifies the location of the proposed and existing barbed wire. Ground Mounted HVAC Units 20. The preliminary plat plans shall show all ground mounted HVAC units, generators, and utility cabinets. Staff recommends that the applicant address the numbered items in the "Comments Section" of this document and present them to the Board before proceeding to any further plan review. tya ully submitted,t LaRose, AICP, Associate Planner June 22, 2011 Dear Property Owner: Attached to this letter is a copy of the draft agenda for the July S, 2011 South Burlington Development Review Board meeting. The agenda includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846- 4106, stop by during regular office hours, or attend the scheduled public meeting. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com r ►11�% ► 1� southburlinoon PLANNING & ZONING_ AGENDA South Burlington Development Review Board City Hall Conference Room, 575 Dorset Street, South Burlington, VT. Tuesday, July 5, 2011 7:30 p.m. 1. Other business/announcements 2. Continued conditional use application #CU-11-02 of O'Brien Meadowlands, LLC for 5,000 sq. ft. of funeral home and mortuary use (crematorium) in unit #7, 472 Meadowland Drive. —STAFF IS REQUESTING THAT THIS ITEM BE CONTINUED TO A FUTURE MEETING DATE IN ORDER TO COMPLETE THE TECHNICAL REVIEW. 3. Continued site plan application #SP-11-14 of O'Brien Meadowlands, LLC to amend a previously approved plan for a 60,000 sq. ft. multi -tenant industrial building. The amendment consists of occupying vacant space (unit #7) with 5,000 sq. ft. of funeral home and mortuary use (crematorium), 472 Meadowland Drive. STAFF IS REQUESTING THAT THISITEMBE CONTINUED TO A FUTURE MEETING DATE IN ORDER TO COMPLETE THE TECHNICAL REVIEW. 4. Continued final plat application #SD-11-20 of F & M Development Co., LLC for a planned unit development consisting of: 1)razing an existing health club, 2) subdividing a 2.67 acre parcel into two (2) lots of 1.42 acres & 1.25 acres, 3) constructing a 49 unit multi -family dwelling, 4) constructing a 62 unit multi -family dwelling, 5) converting 5000 sq. ft. of general office use to medical office use (38 Eastwood Dr.) and 5) including the adjacent two (2) developed properties at 20 Joy Drive and 38 Eastwood Drive into the proposed PUD, 78 Eastwood Drive. 5. Continued miscellaneous application #MS-11-01 of Claudia Berger and Sheldon Katz for approval to expand a non -complying single family dwelling by: 1) enclosing existing front porch, 2) constructing 6' x 10' covered front porch, 3) converting rear deck to 2-story addition, 4) adding 8' x 12.5' screened in rear deck, and 5) adding two (2) shed dormers, 54 Central Avenue. 6. Continued site plan application #SP-11-20 & design review application #DR-11-06 of Healthy Living Natural Foods Market & Green Mountain Power Corp. to amend a previously approved plan for a 33,733 sq. ft. gfa building with 31,351 sq. ft. (including mezzanine) of retail food establishment use and 2,382 sq. ft. of short-order restaurant use. The amendment consists of: 1) installing a "ChargePoint Electric Vehicle Charging Station", 2) integrating the charging station with a sidewalk surface art form "10 ft. metal tree" and a roof mounted "5 ft. sun", and 3) installing a bicycle fix -it unit, 222 Dorset Street. Cam! 7. Final plat application #SD-11-22 of B.J. & Jennifer Barrett and Todd Barrett to amend a previously approved three (3) lot subdivision. The amendment consists of reviewing the residential design of the houses proposed for 45 & 47 Highland Terrace. 8. Sketch plan application #SD-11-23 of City of Burlington/Burlington International Airport for a planned unit development to construct a 33,275 sq. ft. building to accommodate the Burlington Aviation Technical Center and the Vermont Flight Academy (personal instruction), Eagle Drive. 9. Minutes of February 1, June 7, & June 21, 2011. Respectfully Submitted, Raymond J. Belair Administrative Officer SOU M BURLINGTON WATER . , TMENT 403 Queen City Park Roar South Burlington, VT 05403 Phone: (sot) 864-4361 Pax: (802) $64-0435 vmw.southburiingtonvt.g ovoffice2.co m June 14, 2011 Mr. Douglas M. Campbell Stantec Consulting Services 55 Green Mountain Dr. South Burlington, Vt. 05403 RE: Burlington International Airport Burlington Aviation Technical School and Vermont Flight Academy South Burlington, Vermont. Dear Doug, In response to your request as to the capability of the South Burlington water distribution system to supply water to the above referenced project we submit the following Preliminary Allocation Determination: 1. Sufficient water storage is located in the City of South Burlington at the Dorset street tan k. 2. Based upon your allocation request, a water service connection fee and a water allocation fee according to the City Water Ordinance Rate and Fee Schedule shall be applied to this project. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified at any time by resolution at an open meeting of the City Council. 3. Your water supply requirement for this proposed project (the Burlington Aviation Technical School and Vermont Flight School including 300 .students and ernpl(�vees, and miscellaneous aircraft wash -downs) can be furnished by this Department without restricting or encumbering present South Burlington water customers. 4. Any significant increase in current demand or any change in use will require water allocation re -approval from the South Burlington Water Department, 5. You are also required to contact the Champlain Water District (( `WD) in order that they verify supply, treatment, and transmission capability as the wholesale water supplier,lirr• the South Burlington Water Department. 6. Water will be supplied to the referenced project through 12" water mains. 7. This Preliminary Allocation Determination shall not constitute a binding commitment of capacity to the applicant and may be revoked by the Superintendent before a final allocation of capacity is granted if uncommitted reserve capacity ceases to be available. A preliminary determination may be used by the applicant that a proposed development has sufficient water capacity available to proceed through the development process. 8. This letter of availability is valid for a five-year period commencing on today's date and ending on TBI) . (.For .Final Allocation Only) 9. The Application For Water Allocation and Fees roust be completed and returned to this Department prior to connecting to the City water distribution system, If you have any questions or I can be of further assistance, please do not hesitate to call me, Sincerely, South Burlington Water Department .6h Ty ecki Superintendent Cc. J. Fay D. Pratt J. Rabidoux Permit Number SD- - �5 (office use only) APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) City of Burlington, Burlington International Airport 1200 Airport Drive, #1, South Burlington, VT 05403 Phone: (802) 863-2874 Fax: (802) 863-7947 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Book 13, Page 271 3) APPLICANTS (Name, mailing address, phone and fax) City of Burlington, Burlington International Airport 1200 Airport Drive, #1, South Burlington, VT 05403 Phone: (802) 863-2874 Fax: (802) 863-7947 Burlington School District 150 Colchester Avenue, Burlington, VT 05478 Phone: (802) 864-8495 Fax: (802) 864-2147 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Burlington International Airport legal interest: fee simple Burlington School District's legal interest: intended lessee 5) CONTACT PERSON (Name, mailing address, phone and fax #) Heather Kendrew Burlington International Airport 1200 Airport Dr., #1, South Burlington, VT 05403 Phone: (802) 863-2874 Fax: (802) 863-7947 5a) CONTACT EMAIL ADDRESS: hkendrew(a�btv.aero 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 6) PROJECT STREET ADDRESS: Eagle Drive (no street number has been assigned to this location 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 2000 OOOOC 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): The project involves constructing a new building and associated site improvements to accommodate the Burlington Aviation Technical Center (BATC) and Vermont Flight Academy (VFA). The westerly portion of the new building will be hangar space for aircraft that will be worked on by BATC students. The easterly portion of the building will be a two- story architect design structure. This space will be used for classrooms, shop areas, avionics room, faculty/staff offices, flight school briefing rooms, break area, and an auditorium for BATC and VFA students. The proiect also includes constructing approximately 500 linear feet (LF) of new access road from Eagle Drive to the building site with 41 parking spaces provided adjacent to the building. A remote parking area will also be provided on the northerly side of Eagle Drive to accommodate an additional 66 vehicles. Other improvements include construction of 1,400 LF of 8 inch sanitary sewer line: 815 LF of 12 inch water line: and a storm water treatment system. b) Existing Uses on Property (including description and size of each separate use) The proposed building site is presently an open area that was previously filled as part of the South End Development proiect. The building will be located northerly of a Class 2 wetland and will abut the southerly edge of the existing Valley West Apron. The areas where the remote parking lot and storm water detention facility will be located off of Eagle Drive are presently undeveloped areas. c) Proposed Uses on property (include description and size of each new use and existing uses to remain) The proposed Aviation Technical Center will be located in the vacant area between the Valley West Apron and Class 2 wetland. The footprint of the proposed building is 23,600 SF. Improvements in this area will include a 500 foot long access road and 36 vehicle parking lot. A proposed remote parking lot will be located between the northerly edge of Eagle Drive and the toe of slope for the Heritage Flight parking lot and fueling facility. The Airport's Master Plan identifies the areas associated with this proiect for airport development such as the proposed Aviation Technical Center. d) Total building square footage on property (proposed buildings and existing buildings to remain) 33,275 gross square feet (includes ground level, second floor, and mezzanine) e) Proposed height of building (if applicable) 50 feet f) Number of residential units (if applicable, new units and existing units to remain) N/A Sketch Plan Application Form. Rev. 12-2010 g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) The proposed building will have direct access to the Valley West Apron which is a secure area enclosed by 8' high chain link fence topped with three strands of barbed wire. To maintain this secure perimeter within the project area this 8' high chain link fence topped with three strands of barbed wire will be connected directly to the new building. New sections of this fencing with barbed wire will be constructed as part of the project 9) LOT COVERAGE a) Building: Existing Unknown % Proposed % b) Overall (building, parking, outside storage, etc) Existing Unknown % Proposed Unknown % (5.6 acres) c) Front yard (along each street) Existing 29.3% Proposed No change 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) None 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc The Champlain Water District owns water lines on the Burlington Airport property in the vicinity of the project. The Burlington Aviation Technical Center project will require extendinq an existing CWD water line 815 LF to provide water service to the new building_ The project involves constructing a -gravity sewer line that will connect the new building to an existing sewer line on Aviation Avenue. The existing sewer on Aviation Avenue is owned by the Burlington Airport and the new sewer that will run along Eagle Drive will also be Airport owned 500 feet of new road will be constructed to provide access to the building from Eagle Drive Existing Eagle Drive is owned by the airport and the new access road to the Aviation Technical Center will also be Airport owned. New drainage systems will be constructed for the proposed promect however, there will be no connection to municipal drainage systems. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The city will add the return address). Sketch Plan Application Form. Rev. 12-2010 13) ESTIMATED PROJECT COMPLETION DATE December 2012 14) PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. The application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. I hereby certify that all the information requester) as accurate to the best of my knowledge. _/ / F of this application has been submitted and is F APPLICANT ( L evt "-- <41 4k APPLICANT OPERTY OWNERL (1 r, �jr �i �( jq� n 4FP Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: w Complete ❑ Incomp/ 11-�— Officer Date The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Sketch Plan Application Form. Rev. 12-2010 Transmittal Stantec Consulting Services Inc. 55 Green Mountain Drive South Burlington VT 05403 Tel: (802) 864-0223 Fax: (802) 864-0165 Stantec To: Ray Belair Company: City of South Burlington Address: 575 Dorset Street South Burlington VT 05403 Phone: (802) 846-4106 Date: June 3, 2011 File: 195310583 Delivery: Hand Delivery From: Jon Leinwohl, P.E. Reference: Burlington International Airport Runway 15-33 Rehabilitation Application for Site Plan Review Attachment: ❑ For Your Information X For Approval ❑ For Your Review ❑ As Requested Copies Doc Date Pages Description 1 6/3/11 4 Application for Sketch Plan Review 1 5/27/11 1 Application Fee Check for $1,028.50 1 6/2/11 42 Traffic Impact & Access Study 1 April 2011 3 Adjoining property owner list with stamped envelopes 1 3/3/11 17 11"x17" Reduced Size Plans 5 6/3/11 17 Full Size Plans Ray — please let us know if you have questions regarding this application or require additional information. Thank you. tSTEC20NS TIN SE ICES INC. Jon Leinwohl, P.E. Associate, Transportation Tel: (802) 864-0223 Fax: (802) 864-0165 ion.leinwohl(a)stantec.com cc. Heather Kendrew, BTV Nick Warner, Burlington CEDO File One Team. Infinite Solutions. V:\1953\active\195310583\transportation\permits\South Burlington\SB Sketch Plan Application Transmittal.doc Burlington International Airport Landowners Adjoining Airport Property Grand List Current as of April 2010; Updated as of April 2011 for Properties Aquired by the Airport PARCEL ID # OWNER Mailing Address Property Address Address City State Zip 911 ADDRESS CITY STATE ZIPCODE 1810-03000 1810-03065 1810-03069 3000 WILLISTON RD LLC 3065 WILLISTON RD LLC 3069 WILLISTON ROAD LLC A & C REALTY LLC ADAMS PAUL G ADAMS PAUL G ADAMS PAUL G ADAMS PAUL G ADAMS RONALD C & RUTH A AIRPORT REALTY ARRANTS STEPHEN P JR ASHTON THERESA & MICHAEL ATLANTIC TELEMETRY INC AUDETTE ROBERT J TRUSTEE C/O FREDERIC LOWEA C/O OMEGA ELECTRIC CONSTRUCTION CO. 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HERBAGE FLIGHT ey I / o N " s' I S rn 6; S ....5 S S _ S n SS µ' W" vpp -w�iib �{ a uy PROPOSED 2' D.I. WATER LINE �s xx w 9 w 0 0 0 0 r� XISTING HER E FACILITY PARKIwe,1S-1 " 0 H' d 4" l y 0 � W t" 1 7 "4• � 3 0 0 0 0 t EXISTING FUEL FARM EXISTING 1 TURBINE 1, " 0 1 N s x S . S— S x S— S I 9 - 6" t 0 t u A m ;t I 3 I , SHARED USE PATH 30 DI 9 DI 8 15"S 32+ 1e� 15" CPEP (SL) i i P P PROPOSED 0 PARKING "0' / 66 SPACES /I c i G N m i z A IT O4 5+00 - ..—DI-1p� 14+r00 _------_51- ............,....' 2 G513+00 EAdl DRIVE �— S O N P� 5/ ..... OgE \O — s o- S - OS-3 S S _----� ACCESS TO DE7ENTIpN �� S r \ PROPOSED 8" SANITARY SEWER i----------- a P i f -� e � i 4E3C2 R0LOCATION SURE 9 / O O m °y VALLEYWESTAPRON I Z ADJUS COVERT TO DI— GRAD I i3 PROPOSEDAVIATION / TECHNICAL CENTER AND .o VERMONT FLIGHT ACADEMY —DI-2 use tl ��\ c 9s�ti�s� q H H N \ H Dl- \ \ t\ $ DI-5 \ -CLASS II WETLAND - ' J f I I I { i f \ :�� Sao• 1 1 ` 1 IL i f \ 1 1 i t 1 1 Stantec ConsulBng Services Inc. 55 Green Mountain Drive South Burlington VT U.S.A. 05403 T.I. B02.864.0223 Fax 602.864.0165 .Nq.emmed.paln served Th. ConRalr.d. xs ll renfy aM be responsible for all dimensims. DO NOT scale the dmwirg airy enors or omssons shall be reported io SW. ..nh- delay. The Capynghle b dl d 9ns and draw,,, are the w,Wy of Slantec Reprodudw ,r use for arty purpose other than Ual authonzed by Stantec i. torbdden Consultants - Legend Notes PARKING AREA AND PARKING SPACE INFORMATION: PROPOSED PARKING "A" - 25 SPACES PROPOSED PARKING "B" - 14 SPACES 3 HC SPACES PROPOSED PARKING "C" - 9 SPACES PROPOSED EAGLE LOT = 66 SPACES TOTAL PROPOSED SPACES = 117 SPACES RECEIVED MAR 0 6 2012 City of So. Burlington Revision ---... _. _ - By rwvd. WAMDO Issued BY MW. W.w.00 rile Name: 06 GPI crud,ng and drainogedek - Dwn. Chkd. Ng, W.MM.DD Permit -Seal ISSUED FOR PERMIT JUNE 3, 2011 REV. FEB 29, 2012 GIenUProject BURLINGTON INTERNATIONAL AIRPORT VERMONT AVIATION CENTER South Budington, Vermont Tide SITE PLAN Project No. Scale 195310583 AS NOTED Draw%No. Sheet Revision GP1 5Aof11 1 SAPR tantec BURLINGTON INTERNATIONAL AIRPORT SOUTH BURLINGTON, VERMONT VERMONT AVIATION CENTER t VICINITY MAP NOT TO SCALE RECEIVED LIAR. 0 b 2d12 �;ity ut bu.13udington INDEX OF SHEETS SHEET NO. DWG NO. TITLE 1 G1 COVER SHEET 2 IS1 INDEX OF STANDARDS AND LEGENDS 3 SP1 SKETCH PLAN LOCATION MAP 4 MD1 MISCELLANEOUS DETAILS 5 GP1 GRADING AND DRAINAGE PLAN 6 LL1 LANDSCAPE PLAN 7 LL2 ENLARGED LANDSCAPE PLAN AND DETAILS 8 SE1 SITE PHOTOMETRIC INFORMATION 9 SE2 SITE PHOTOMETRIC INFORMATION 10 TS1 TYPICAL ROADWAY SECTIONS 11 TS2 TYPICAL ROADWAY SECTIONS ISSUED FOR PERMIT JUNE 3, 2011 REV. FEB 29, 2012 THE FOLLOWING Wrans SPECIFICATIONS APPLY TO THE PROJECT: SPECIFICATION DESCRIPTION SECTION 201 CLEARING SECTION 203 EXCAVATION AND EMBANKMENTS SECTION 204 EXCAVATION FOR STRUCTURES SECTION 301 SUBBASE SECTION 404 BITUMINOUS SURFACE TREATMENT SECTION 406 BITUMINOUS CONCRETE PAVEMENT SECTION 501 STRUCTURAL CONCRETE SECTION 507 REINFORCING STEEL SECTION 601 CULVERTS AND STORM DRAINS SECTION 604 DROP INLETS, CATCH BASINS, AND MANHOLES SECTION 605 UNDERDRAINS SECTION 613 STONE FILL, RIPRAP, AND SLOPE PAVING SECTION 616 CURBS AND GUTTERS SECTION 617 MAILBOXES SECTION 618 SIDEWALKS SECTION 619 MARKERS SECTION 621 TRAFFIC BARRIERS SECTION 646 REFLECTORIZED PAVEMENT MARKINGS SECTION 649 GEOTEXTILE FABRIC SECTION 651 TURF ESTABLISHMENT SECTION 675 TRAFFIC SIGNS SECTION 728 GUARDRAIL, GUIDE POSTS, AND BARRIERS CIVIL LEGENDS LEGEND OF PROPOSED FEATURES 100 PROPOSED MAJOR CONTOUR PROPOSED BENCHMARK 98 — - PROPOSED MINOR CONTOUR 91 PROPOSED CATCH BASIN (SQUARE) X 95.5 PROPOSED SPOT ELEVATION 0 PROPOSED CATCH BASIN (ROUND) PROPOSED DITCH/SWALE © PROPOSED COMMUNICATION MANHOLE PROPOSED EDGE OF WETLAND O PROPOSED DRAIN MANHOLE (DMH) —^,^^^r" ff PROPOSED DEMOLITION WORK PROPOSED ELECTRICAL MANHOLE — PROPOSED LIMITS OF CONSTRUCTION PROPOSED GUY POLE GAS PROPOSED NATURAL GAS 0 PROPOSED SURVEY POINT ORE PROPOSED OVERHEAD POWER © PROPOSED NATURAL GAS MANHOLE UGE PROPOSED UNDERGROUND POWER PROPOSED HYDRANT CAry PROPOSED CABLE TV OO PROPOSED SANITARY SEWER MANHOLE (SMH) r PROPOSED OVERHEAD TELEPHONE PROPOSED SINGLE POLE SIGN UGT PROPOSED UNDERGROUND TELEPHONE PROPOSED DOUBLE POLE SIGN s PROPOSED SANITARY SEWER 0 PROPOSED TELEPHONE MANHOLE w PROPOSED WATER MAIN `0- PROPOSED UTILITY POLE sD PROPOSED STORM DRAIN PROPOSED WATER SHUTOFF UD PROPOSED FOOTING UNDERDRAIN >I PROPOSED GATE VALVE RD PROPOSED ROOF DRAIN f PROPOSED FLOOD LIGHT FP PROPOSED FIRE PROTECTION PROPOSED LIGHTED BOLLARD — x— x— x— x— PROPOSED FENCE (BARBED WIRE) PROPOSED DRAINAGE FLOW — — p — — — PROPOSED FENCE (CHAIN LINK) ❑O❑ PROPOSED LIGHT POST — a — o — o — o — PROPOSED FENCE (WOODEN) PROPOSED SILT FENCE PROPOSED TREE LINE LEGEND OF EXISTING FEATURES EXISTING BOUND "'' EXISTING MAJOR CONTOUR rI ' EXISTING BENCHMARK EXISTING MINOR CONTOUR EXISTING SURVEY POINT EXISTING DITCH/SWALE EXISTING CATCH BASIN (SQUARE) EXISTING WETLAND BOUNDARY EXISTING CATCH BASIN (ROUND) EXISTING SPOT ELEVATION EXISTING DRAIN MANHOLE (DMH) EXISTING NATURAL GAS EXISTING ELECTRICAL MANHOLE EXISTING OVERHEAD POWER " EXISTING GUY POLE -- -E EXISTING UNDERGROUND POWER EXISTING HYDRANT -- — — EXISTING SANITARY SEWER EXISTING NATURAL GAS MANHOLE D — EXISTING STORM DRAIN EXISTING SEWER MANHOLE (SMH) " — EXISTING WATER MAIN TV —'A — EXISTING CABLE TV EXISTING SINGLE POLE SIGN _ EXISTING OVERHEAD TELEPHONE EXISTING DOUBLE POLE SIGN — EXISTING UNDERGROUND TELEPHONE EXISTING LIGHT POST _ EXISTING GUARD RAIL EXISTING DRAINAGE FLOW EXISTING FENCE EXISTING CONIFEROUS TREE EXISTING CHAINLINK FENCE EXISTING DECIDUOUS TREE " EXISTING WOODEN FENCE EXISTING WETLAND EXISTING TREE/SHRUB LINE EXISTING TELEPHONE MANHOLE — EXISTING UTILITY POLE EXISTING WATER SHUTOFF EXISTING GATE VALVE EXISTING WELL EXISTING BOLLARD t:.. Stantec Consulting Services Inc. 55 Green Mountain Drive South Burlington VT U.S.A. 05403 feL 802. 864.0223 For. 802.864.0165 _'to --nn r,The Contractor shall verify and be responsible for oil dimensions. DO NOT stole the drawing — ony errors or aorwi— shall be reported to SW ntec without delay. The Copyrights to oil designs and drawings ore the properly & SWrt—Rap.&,fi or_use- f,—y�urppse ether thoa that sAhodmd by SV,,tec is fnrbdden. Consultants f/*— Legend Notes RECEIVED MAR 0 6 2012 City of So. Burlington Revision BY ADOd. rv.MM.DO Issued By APOd. 1AINZO Fill Nome: 02—ISl— index k Ieg—.drg D— Chkd. Dsgn. yYMM.DD PenfitSeal ISSUED FOR PERMIT JUNE 3, 2011 REV. FEB 29, 2012 BURLINGTON INTERNATIONAL AIRPORT VERMONT AVIATION CENTER South Burlington, Vermont Title INDEX OF STANDARDS AND LEGENDS Project No. scale 195310583 NONE Drawing No. Sheet Revision IS1 2 of 11 1 7 ` �. }� OOSK\ R\NER 1 �W\N iI i t , r -/ VERMONT-.ARMY�/'�_=� _ NATIONAL GUARD / AVIATION FACILITY t / t f . I y.. AIRPORT `\l y\\� ZONE � \ \ AIRPORT I(� t ' t ZONE �\ k AIRPORT BOUNDARY -- .v I 4� I AIRPORT VERMONT AIR INDUSTRIAL N� (TRUE) 0 500' 1000' NATIONAL GUARD ZONE RECENEL MAR 0 6 2012 �i ✓ \ _ �. Aii�\ MIXED N .�VV INDUSTRIAL COMMERCIAL [� ZONE City oIf So. Budingtor ell I 3 \ L AIRPORT' II } \ ZONE I lit AIRPO RT \ INDUSTRIAL l ZONE- P \ �rf VALLEY E WEST APRON PROJECT ''LieLOCATION \ ��A MIXED 1 i O .� INDUSTRIAL -1 POTASH BR OOK - II �'Q�V COMMERCIALSvDRIVE.:.� ZONE CLASS 11 1 ON WETLAND Rogo �SPi.J CLASS II -AIRPORT IN\ STRIAL ZONE 0 WETLAND ZONING BOUNDARY IMIXED INDUSTRIAL - Ir COMMERCIAL ZONE MIXED INDUSTRIAL - COMM4AL ZONE o 11. % ? --------- � �I I i Stantec CorlsuftV Services Inc. 55 Green Mountain Drive South Burlington VT U.S.A. 05403 Tel. 802.864.0223 Fax. 802.864.0165 �wme —tentec.cpm exitlai The C.M.ctor shoo verfy and be responsble for all emensons. DO NOT ecole the drowng any error, or om ss'ons shall be reported to stem.( wNoul delay. The Copyrghls to n designs and draw rgs are the property of Stentec Reproducton or use for any purpose other Ihon that .uthorxed by Stonlec I. forb'dden CatelltaMe t Legend OWNER OF RECORD: CITY OF BURLINGTON. BURLINGTON INT'L AIRPORT 1200 AIRPORT DRIVE #1 SOUTH BURLNGTON, VT 05403 APPLICANTS: CITY OF BURUNGTON, BURLINGTON INA AIRPORT 1200 AIRPORT DRIVE #1 SOUTH BURLINGTON, VT 05403 BURLINGTON SCHOOL DISTRICT 150 COLCHESTER AVENUE BURLINGTON, VT 05478 SEE LIST PROVIDED WITH APPLICATION NO SUBDIVISION IS PROPOSED FOR THIS APPLICATION. THE CITY OF BURLINGTON, BURLINGTON INTERNATIONAL AIRPORT WILL BE THE OWNER OF THE PROPOSED AVIATION TECHNICAL CENTER BUILDING AND ALL ASSOCIATED LAND. THE CO -APPLICANT, BURLINGTON SCHOOL DISTRICT, WILL BE THE INTENDED LESSEE OF THE NEW FACILITY. RBYWDn Is, Mod. Y7-m—mDD Issued By MPd. Y/.MM.DD File men.: 03—SP1—Sitepbn.dw9 — dm. Chkd. Osgn. WAM.00 PsrmtSed ISSUED FOR PERMIT JUNE 3, 2011 REV. FEB 29, 2012 ClientlProject BURLINGTON INTERNATIONAL AIRPORT VERMONT AVIATION CENTER South Burlington, Vermont Idle SKETCH PLAN LOCATION MAP Project No. Scale 195310583 1e=500' Drawing No. Sheet Revision SP1 3 of 11 1 10'-0" MAX. 10'-0" MAX. 3 STRAND 12 1/2 G.A. (TYP.) (TYP.) BARBED WIRE MOUNTING BRACKET (45') f 1 5/8"e TOP RAIL 3" 0 CORNER, TEMPORARY GATE AND TERMINAL to'-0" MAX 10'-0" MAX 10'-0" MAX 10'-0" MAX 10'-0' MAX 1 _0" 2 1/2"0 UNE POST TERMINAL POST POST OUTSIDE INSIDE NO. 9 G.A. CLIPS 2'-0" / WITH CAP O.C. MAX. RAILS) 1'-0' / oj INTERMEDIATE BRACE APTERM(ACORN)INAL S(TYP) O.C. MAX. POSTS) 9 GAUGE BLACK VINYL COATED, J (ACORN), TYP. OR PULL POST w STEEL FABRIC 2" MESH 1 5 8"0 BRACE RAIL f^ STRETCHER BAR TOP RAILS 8 _0" BANDS r ;a,F'y,%, LL N S R00 I3R'ACE-.RAIL 10 1/4"a3/4" BAR TENSION BANDS FABRIC STRETCHER EXISTING 2" MAX N0. 7 G.A. a0 FENCE MIN TENSION WIRE POST �"�ri. II I _ _ _ _ TRUSS ROD pREFINISHED AND LETTERED SIGN. I11� I � it II I II —III—I ¶ SIGNS TO BE SPACED AT INTERVALS OF hll SEE POST DETAIL it I II II • II • APPROXIMATELY 1,000 FEET (OR AS ll THIS SHEET ,l II II U DIRECTED BY THE ENGINEER) AND I II, I II GRASS AREA M EXISTING PAVEMENT PREFINISHED AND LETTERED SIGN. SIGNS TO BE ADJACENT TO ACCESS GATES. SEE NOT TO BE DAMAGED SPACED AT INTERVALS OF APPROXIMATELY 1,000 FENCE SIGN DETAIL THIS SHEET FEET (OR AS DIRECTED BY THE ENGINEER) AND ADJACENT TO ACCESS GATES. SEE FENCE SIGN DETAIL THIS SHEET TEMPORARY SECURITY FENCE CHAIN LINK FENCE N.T.S N.T.S MOUNTED BRACKET WARNING1[QIE: BARBED WIRE (45') SIGNS TO BE OF DURABLE AIR SIDE METAL WITH BLACK LETTERING WIRES 4 GAGE TIE FEDERAL LAW ON WHITE BACKGROUND, PER I OR CLIPS POST DIA. AS INDICATED SPECIFICATIONS. BANDS 1'-2" O.C. MAX APPROX. 2" BEVEL PROHIBITS ABOVE AND BELOW UNAUTHORIZED ENTRY "WARNING" TO BE RED' 4" TOPSOIL LINE POST INSTALLED rAIRPORT ROPERTY INSIDE OF DRUM & SEED AS REQ'D.(TYP.) FENCE SIGN 55 GALLON DRUM A' FILLED WITH CONCRETE I\'O •I I •' N.TS 1'-6" \\ I' TRESPASSING SONQTVBE WELD STEEL "FEET" (4) TO BOTTOM ,II; 4'-0" SPACED AT 90' INTERVALS TO PROVIDE VIOLATORS WILL BE INTERNATIONAL ORANGE (TYP) 1. SPACED STABILIZATION FROM JET BLAST .LI ULTRA BRIGHT WHITE (TYP) AX " PROSECUTED 6 4,000 PSI g CONCRETE TYP �� 12"e SO�OTUBE ANGLE, FOR ALL LINE MIN SIGNS TO BE OF DURABLE METAL WITH RED 18"e FOR ANGLE, CORNER, TERMINAL EXISTING PAVEMENT NOT TO BE DAMAGED LETTERING ON WHITE BACKGROUND, PER OR GATE POSTS CONTRACTOR RESPONSIBLE FOR ANY SPECIFICATIONS. PROVISION AND INSTALLATION OF PAVEMENT DAMAGE CAUSED BY HIS SIGNS TO BE INCLUDED IN PAY ITEM F-162-5.1 PERSONNEL AND/OR EQUIPMENT BARREL PAINT TEMPORARY SECURITY FENCE POST SUPPORT FENCE SIGN FENCE/GATE POST N.T.S N.T.S N.T.S N.T.S BIORETENTION PLANTINGS, SEE LANDSCAPING PLANS BATTERY POWERED RED FOR PLANTING SCHEDULE FLASHING LIGHT WITH PHOTOCELL SECURELY FASTENED TO TOP OF CONE BATTERY POWERED RED FLASHING BIORETENTION OUTLET LIGHT NTH PHOTOCELL SECURELY STRUCTURE, SEE DETAIL FASTENED TO TOP OF BARRICADE 96„ THIS SHEET 6„ FLUORESCENT 4" f ORANGE POLYETHYLENE CONE WITH A MINIMUM OF TWO- 8" WHITE Vz� V L 17 L� - - REFLECTIVE BANDS a L 17 A 17 L 7 L 17 314.75 j_ r 30LB. SOLID OCTAGONALt"f _ - RUBBER BASE =1'- - IL- 4" MULCH 16)r± NOTE: IiL SEE NOTE 4 WATER BALLASTED LIGHTED SAFEN/CONSTRUCTION BARRICADES SHALL BE ORANGE AND BIORETENTION PLANTING • USE AS NEEDED TO DELINEATE STAGING AREA WHITE ALTERNATED EACH 8 FEET LONG, MODEL AR-24X96 BY MULTI -BARRIER OR SOIL, SEE PLANTING NOTE 1 FROM WORK AREA INSIDE BARRICADES APPROVED EQUIVALENT. BARRICADES SHALL HAVE 10 FEET SPACING BETWEEN THEM. NATIVE, UNCOMPACTED SOILS WORK ZONE LIGHTED CHANNELIZER CONE N.T.S WATER BALLASTED LIGHTED SAFETY CONST BARRIER BUILDING SITE BIORETENTION BASIN N.T.S N.T.S Stantec Consul ft Servlces Inc. 55 Green Mountain Drive South Burlington VT U.S.A. 05403 Tel. 802.864.0223 Fax. 802.864.0165 www.slant.c nn staftc COP Thrye Conn tesrocentioredshall verfij oiM be responsble for oil dimensions 00 NOT scale the dmwinq —any errors or omisewns shall be reported to smnlaa wtnoat eewy The Capyrghta to ail dealuns and drawings are the othproperly of Slanlec. Reproduction or se far any purpose er than that authormd by Swnttt's forbidden. Consultants Legend Notes MAR 0 6 City of So. Builingion By Appd. W.MM.DD Issued By Appd. Y .MM.DD nle Name: 07-141)t—Mlacellaneous Delails.dwq own. Chkd. Dsgn. Y .MMDD PernM•Seal ISSUED FOR PERMIT JUNE 3, 2011 REV. FEB 29, 2012 CllentlProject BURLINGTON INTERNATIONAL AIRPORT VERMONT AVIATION CENTER South Burlington, Vermont Title MISCELLANEOUS DETAILS Project No. Scale 195310583 AS NOTED Drawing No. Sheet Revision MD1 4 of 11 1 r a HERITAGE FLIGHT 01 ml- illllllll� �I� Ii111if S, al 4 �I N �� I I.— o a�mPs,.r t.... r - pod , PROPOSED 2" D.I. WATER PROPOSED 1 LINE 0 0 0 o I o ad ( o W %O yryh rn T EXISTING FUEL EAR- EXISTING �F 1 TURBINE $ $ 4-X— X - I o h / C. 30100 I 31+00 - - 32+M+11 a --- - - FUTURE_ EAGLE LOT x PROPOSED PARKING "D" p' 88 SPACES °� / 513+00 514r+00 515+00 i `ems \y - T - —1 -- -- - �EAGtCEIFlIVE�—st NFA -_S S - .. S S ACCESS T - \ O OEi'ENTION AREA `\ PROPOSED 8" SANITARY SEWER P /e----------------- -- 4 N a T C O DUMPSTER LOCATION WITH ENCLOSURE VALLEY WESTAPRON PROPOSED AVIATION TECHNICAL CENTER AND VERMONT FLIGHT ACADEMY - CLASS II WETLAND- 1 I ,1 0l I ' / t. \ SWntacConsulft Serykm Inc 55 Green Mountain Drive South Burlington VT U.S.A. 05403 Tel. 802,864.0223 I'm 802.864.0165 ww.slanteg. stmlK I,,.udnb ThConRl�roBcrl., h.11 verify end be responsible for .11 dimensioro. 00 0 NOT scale the dewing — any errors or omissions aholl be reported to Stanlec without dela . The Copy6ghls to 11 designs and drawings ore the property of Stanlec. Reproduction or use for oq purpose other than Met alhodzed by Stantec is forbidden. CawAmIs L09W PARKING AREA AND PARKING SPACE INFORMATION: PROPOSED PARKING "A" = 25 SPACES PROPOSED PARKING "B" = 14 SPACES 3 HC SPACES PROPOSED PARKING 'C" = 9 SPACES PROPOSED EAGLE LOT = 66 SPACES TOTAL PROPOSED SPACES - 117 SPACES RECEIVED MAR 0 6 2012 City of So. Burlington Review Or Aggd. ) Mu.DD Issued By Mpd. Yyd,M.DD File No,,: 08—GPt—Grading and dnlnoge.dwq Dwn. ChM. Deg, V,WDO Perm6Seal ISSUED FOR PERMIT JUNE 3, 2011 REV. FEB 29, 2012 Client/Project BURLINGTON INTERNATIONAL AIRPORT VERMONT AVIATION CENTER South Burlington, Vermont T* y GRADING AND DRAINAGE PLAN L Project No. Scale 195310583 AS NOTED Drawing No. Street Revision GP1 5 of 11 1 2 Cora oallre Sadi 2 Coal — Core Pist-A Ili — IlveJ --1 2 1Iveb—// Pisl-A -� 2 Core 3 3 Arar, Coal L15T OF 5EED MIXE5 FOR 5TORMWATER RETENTION BA51N5 Retention Basin Floor Seeding Creeping Foxtail Virginia Wild Rye Giant Bur Reed Fowl Bluegrass Nodding Bur Marigold Fox Sedge Blue Vervain Soft Rush Green Bulrush Ticklegrass Square Stemmed Monkey Flower Rough Leaved Goldenrod Seasonally Flooded Area Annual t Perennial Mix Flat Top Aster New England Aster New York Aster Swamp Aster Swamp Milkweed White Turtlehead Fox Sedge Virginia Wild Rye Pennsylvania 5martweed Nodding Bur Marigold Shelter Switch Grass Bristly Sedge Shallow Sedge 3 Arer�Plsl-�Alst Cl 3 Flat -A veb2 Plst-A Core 2 Coal fq4 Rwdi. Retention Ba5m Floor Seeding e® List) Retention Basin Seasonally Flooded Zone Seeding (See bst) ® ggg O 21 Pist-b �OR oq os Fo o� Z EXISTING TURBINE s Pist�A v 18' CPEP DRIVE CULVERT I13 Gibi PROPOSED I� RetentionCore ist- I.� V nC N 1.2 Armes 9 Qubi J EAGLE DRIVE ER PR 3 Coal Core IIve6 2 Armes Ilve) z core li Plsl-A more Sadl Ptat C Sadi a � Arar Coal Pist-A y Pist-A 2 Plst-A 2 Armee 3 Pist-A atu 2 111 3 Core Retention Basin Floor 5eeding (5ee List) 0 VALLEY WEST APRON 0 Pist-A \ Armev \ 2 Core \ N. Ilveb \ 42Ar r \\ 2 Aa1 2 Pist-A J f S Ilveb I 2 Pist-A 2 Armea PI ANT 11ST 1 2 Pist-A 2 ore Ater Plat -A Coal Pist-A 2 Armev Retention Basin 2 Pist-A Seasonally Flooded Zone Seeding (See List) entrance eras Mesa �8 Abco-b \ - \\ ISSUED FOR PERMIT JUNE 3, 2011 EV. FEB 29, 2012 KEY QU SCIENTIFIC NAME COMMON NAME SIZE/SPEIC. gg Ac1r Gibi 15 13 Acer x freemanil'Autumn Blaze' Glnko biloba'Autumn Gold' Autumn Blaze Freeman Maple Autumn Gold Ginko 3-3.5 in., �&B 2.5-3 In., 8 B ie- Mass 18 Malus sargentil Sargent Crabapple 3-3.5 in., BE Qubl 22 Querous bicolor Swamp White Oak 3-3.6 in., B&B Aboo 20 Ables concolor Concolor Fir 8-10 ft., B&B Plst-a 47 Pinus strobus Eastern White Pine 4-5 ft., B&B w Plst-b 21 Pinus strobus Eastern White Pine 8-7 ft. B&B Ater 13 Aronia arbuUBola'Brllliantissima Brilllantissima Red Choksbeny 5 gal. Armes 10 Aronla melanocarpa'Autumn Magic' Autumn Magic Chokeberry 5 gal. Armev 6 Amnia melanocarpa'Viking' Viking Purple Chokeberry 2 gal. qCoal 22 Comus alba'Slberica' Red Stem Dogwood 3 gal. Core 24 Comus racemosa Gray Dogwood 3 gal. Ilveb 10 Ilex verllclllata'Beny Heavy Berry Heavy Winerberry 3 gal. Ili 3 Ilex verticillata'Jim Dandy' Berry Heavy Winerberry 3 gal. Sadi 10 Sallx discolor Pussy Willow 3 gal. Michael Lawrence Associates landscape Architects / Site Planning consultants Notes Q1 REFER TO LAYOUT PLAN FOR REVISED SITE LAYOUT. Jim BURLINGTON INTERNATIONAL AIRPORT BURLINGTON AVIATION TECHNICAL SCHOOL AND FLIGHT ACADEMY South Burlington, Vermont Landscape Plan Scale 1"-40' June 3, 2011 Sheet 1/2 AR50RTIE GREEN FIAT WOVEN POLYPROPYLENE STAKING MATERIAL - 3/4 IN. WIDE, 900 LB. BREAK 5TRENGTH (2/TREE) FASTEN ARBORTIE TO STAKES, WRAP OVER ROOT BALL TO KEEP TREE FROM ROCKING (4)2"X2'X 2'L HARDWOOD STAKES DRIVEN (MIN. 18') FIRMLY INTO 51.15- GRADE PRIOR TO BACKFILLING UNDISTURBED 501L SOIL I -VAC MU(-1wJ -VAM SOIL AND ON[ PART BURL-INTGRVAie COMPOST. OR KFROVLo MUPL TAMP TO REMOVE MR 1OCRPT9. WATOt THOROUGHLY. 55cnoN PLUMB TREE TREEGATOR SLOW -RELEASE 15 GAL. WATERING BAG JR. PRO OR APPROVED EQUAL. (1/TREE) 3. MULCH - DO NOT APPLY or MOUND AROUND TRUNK - FORM 4" 501L SAUCER FINISH GRADE IT - CUT AND BEND BACK WIRE, PEEL BURLAP FROM TOP 113 Or ROOTBALL BREAK APART EDGE OF EXCAVATION W15MOVEL NOTES: . PLANT TREE 50 THAT TOP OF ROOT FLARE 15 EVEN WITH THE FINISH GRADE. 2. STAKING AS REQUIRED ONLY IN 5ITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT, 3. TREES SHALL BE GUARANTEED rOR A PERIOD OF TWO YEARS AFTER PLANTING, 4. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE. STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. Evergreen Planting Detail _ No Scale AR50RTIE GREEN FIAT WOVEN POLYPROPYLENE STAKING MATERIAL -3/4IN. WIDE, 900 LB. BREAK STRENGTH 12/TREE] FASTEN ARBORTIE TO STAKES, WRAP OVER ROOT BALL TO KEEP TREE FROM ROCKING (4)2'x 2'X 2'L HARDWOOD STAKES DRIVEN (MIN. 18') FIRMLY INTO 51.10- GRADE PRJOR TO BACKFI W NG UNDISTURBED 501L TRIM DECIDUOUS TREES TO PROVIDE G rT CLEARANCE ADJACENT TO 51DEWALKS AND PARKING AREAS PLUMB TREE TRUNK l- 20 GAL. TREE GATOR WATERING BAG OR APPROVED EQUAL (I/TREE) - 3" MULCH -DO NOT APPLY or MOUND AROUND TRUNK FORM 4" SAUCER - FINISH GRADE I,"3 CUT AND BEND y�,�JTTj1TT-7 BACKMRE. mm-.Ul-lll PEEL BURLAP FROM 9oa MUI-Two rARr TalU- - 11- I I L_ TOP 1/3 OF ROOTBALL tXOAVATm 901E MID DNR PPIn' -I TIT�Tj-I-1 III=I� ORAF IN TCRVALL'COMPOST. --LI_L-1y- OR ArrROVRov[D EQUAL. T, �1((-I I TAMP TO REMoV MR rocKers. 2 X BALL DIA, BREAK APART EDGE OF WATERTHORAUGHLY. EXCAVATION W/5HOVEL NOTE5: SECTION I. PLANT TREE 50 THAT TOP Or ROOT FLARE 15 EVEN WITH THE FIN1511 GRADE. 2. STAKING AS REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. 3. TREES SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. 4. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. Tree Planting Detail No Scale r- X % O x Sedum Planting in ral5ed curbed bed 3' MULCH - DO NOT APPLY or MOUND AROUND TRUNK - FORM 4" SAUCER SOIL MIX - TWO PARTS EXCAVATED SOIL AND ONE PART BURLINGTON INTERVALE COMPOST OR APPROVED EQUAL. TAMP TO REMOVE AIR POCKETS. WATER THOROUGHLY. SECTION NOTES: 1. REMOVE ALL NURSERY TAGS, ROPE, 5TRING, AND FLAGGING PRIOR TO PLANTING TO PREVENT GIRDLING. 2. PLANT SHRUB 50 THAT TOP OF ROOT BALL 15 EVEN WITH THE FINISHED GRADE. 3. 5HRUB5 SHALL BE GUARANTEED FOR A PERIOD Of TWO YEARS AFTER PLANTING. Shrub Planting Detail No Scale 13� 10� =ffl- U JA O O Sedum Planting in ral5ed curbed bed Enlarged Plan of Entrance Area Planting Specification 1. PLANT NAMES INDICATED SHALL COMPLY WITH "STANDARDIZED PLANT NAMES" AS ADOPTED BY THE LATEST EDITION Of THE AMERICAN JOINT COMMISSION OF OF HORTICULTURE NOMENCLATURE. PROVIDE STOCK TRUE TO BOTANICAL NAME AND LEGIBLY TAGGED. 2. COMPLY WITH SIZING AND GRADING 5TANDARD5 OF THE LATEST EDITION OF 'AMERICAN STANDARDS FOR NURSERY STOCK". 3. ALL PLANTS SHALL BE NURSERY GROWN, 4, PROVIDE PLANTS TYPICAL OF THEIR SPECIES AND VARIETY; WITH NORMAL, DENSELY DEVELOPED BRANCHES AND VIGOROUS, FIBROUS ROOT SYSTEM. 5. PROVIDE ONLY SOUND, HEALTHY, VIGOROUS PLANTS, FREE FROM DEFECTS, DISFIGURING, KNOTS, SUN5CALD INJURIES, FROST CRACKS, ABRASIONS TO THE BARK, CROOKED LEADERS, PRUNING WOUNDS GREATER THAN I INCH IN DIAMETER, INSECTS AND DISEASES. G. EVERGREEN TREES SHALL BE BRANCHED TO THE GROUND. 7. PROVIDE ONLY FRESHLY DUG PLANTS. 8. DO NOT PRUNE PLANTS BEFORE DELIVERY. 9. ALL PLANTS SHALL BE LARGER THAN THE MINIMUM 51ZE SPECIFIED. 50% OF THE PLANTS SHALL BE IN THE UPPER HALF OF THE RANGE SPECIFIED. 10. PLACE PROTECTIVE COVERING OVER PLANTS TRANSPORTED IN OPEN VEHICLES TO PROTECT FROM WINDBURN. 1 1. BALLED AND BURLAPPED PLANTS; PROVIDE FIRM, NATURAL BALLS OF EARTH. CRACKED OR MUSHROOM -SHAPED BALLS ARE UNACCEPTABLE. 12. CONTAINER -GROWN STOCK: PLANTS SHALL HAVE BEEN GROWN IN CONTAINER FOR SUFFICIENT LENGTH OF TIME FOR THE ROOT SYSTEM TO HAVE DEVELOPED TO HOLD ITS 501L TOGETHER, FIRM AND WHOLE. PLANTS SHALL NEITHER BE L005E IN THEIR CONTAINER NOR POT BOUND. 13, SHRUBS AND SMALL PLANTS SHALL MEET THE REQUIREMENTS FOR SPREAD AND HEIGHT INDICATED IN THE PLANT LIST. SINGLE STEMMED OR THIN PLANTS WILL NOT BE ACCEPTED. 14. TIME OF PLANTING - APRIL 15TH TO OCTOBER 15TH. 1 5. BEFORE STARTING WORK, REPORT ANY DEFECT5 ON THE SITE SUCH AS INCORRECT GRADING, TO THE LANDSCAPE ARCHITECT. COMMENCEMENT OF WORK BY THE CONTRACTOR SHALL INDICATE HIS ACCEPTANCE OF THE AREAS TO BE PLANTED AND HE SHALL A55UME FULL RESPONSIBILITY FOR THE WORK OF PLANTING. 1 G. LOCATE PLANTS INDICATED ON THE PLAN IN THE FIELD. IF OB5TRUCTON5 ARE ENCOUNTERED THAT ARE NOT SHOWN ON THE DRAWINGS, DO NOT PROCEED WITH PLANTING OPERATIONS UNTIL THE LANDSCAPE ARCHITECT HAS SELECTED ALTERNATE PLANT LOCATIONS. ISSUED FOR PERMIT JUNE 3, 2011 REV. FEB 29, 2012 Sedum P' ^ '^^ flush W 17. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO INSPECT ALL PLANT MATERIAL ON SITE TO REVIEW QUALITY, 51ZE AND VARIETY BEFORE PLANTING PROCEEDS. 18. PLANT SUBSTITUTIONS WILL BE PERMITTED IF AUTHORIZED BY THE LANDSCAPE ARCHITECT ♦ THE CITY OF SOUTH BURUNGTON ARORI5T. 19. IF PLANTS CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY, PROTECT WITH SOIL, WET PEAT M055, BARK MULCH OR IN A MANNER ACCEPTABLE TO THE LANDSCAPE ARCHITECT, 20, STAKE PLANT LOCATIONS AS SHOWN ON DRAWINGS. BEFORE PLANTING. STAKING LOCATIONS ARE SUBJECT TO THE APPROVAL OF LANDSCAPE ARCHITECT. 21 . ALL WORK TO BE IN ACCORDANCE WITH AMERICAN A550CIATION OF NURSERYMEN STANDARDS FOR MATERIALS, INSTALLATION AND MAINTENANCE. 22. DIG HOLES AT A DEPTH TO SET TOP OF ROOT FLARE EVEN WITH FINISH GRADE AND TWICE THE DIAMETER OF THE ROOT BALL. 23. SET PLANTS GENTLY IN PIT 50 TRUNKS ARE STRAIGHT. 24. PLACE TOP501L MIX IN PIT AND COMPACT. WHEN HOLE 15 NEARLY FILLED WATER THOROUGLY. FILL REMAINDER OF HOLE. BUILD 4 IN. SAUCER EDGE BEYOND EXCAVATION. WATER THOROUGLY AGAIN. 25. DRIVE HARDWOOD STAKES P BEYOND EXCAVATION, TIE AR50RTIE STAKING MATERIAL TO STAKES AND WRAP OVER TOP OF ROOT BALL WITH ONE TWIST AROUND TREE TRUNK. 2G. MULCH TREES AND PLANTING BEDS WITHIN 48 HOURS OF PLANTING. 27. SATURATE INSTALLED PLANTS WITH WATER DURING MAINTENACE PERIOD AS OFTEN AS NECESSARY TO INSURE PROPER 501L MOISTURE. 28. PRUNE TREES AS NECESSARY TO REMOVE DEAD OR INJURED TWIGS AND BRANCHES. MAKE CUTS JUST OUTSIDE OF BRANCH COLLAR. 29. MAINTAIN NEW PLANTING AND CONTINUE UNTIL ACCEPTANCE. MAINTENANCE INCLUDES; PRUNING, WATERING, WEEDING, MULCHING, RESETTING TO FINISH GRADE AND VERTICAL POSITION, RESTORING PLANT SAUCERS. 30, CORRECT DEFECTIVE WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER AND SEASON PERMIT. 31 . REMOVE AND IMMEDIATELY REPLACE ALL PLANTS DETERMINED BY THE LANDSCAPE ARCHITECT TO BE UNSATISFACTORY DURING THE INITIAL PLANTING INSTALLATION. 32. NOTIFY THE LANDSCAPE ARCHITECT TO INSPECT THE WORK FOR SUBSTANTIAL COMPLETION. WHEN INSPECTION 15 APPROVED, THE OWNER'S REPRESENTATIVE WILL CONFIRM WITH WRITTEN ACCEPTANCE. 33. THE CONTRACTOR 15 RESPONSIBLE TO GUARANTEE ALL PLANT MATERIAL TO BE IN A HEALTHY AND FLOURISHING CONDITION FOR A PERIOD OF TWO YEARS FROM THE DATE OF WRITTEN ACCEPTANCE. 34. REPLACEMENTS SHALL CL05ELY MATCH ADJACENT PLANTS OF THE SAME SPECIES. 35. PLANT STREET TREES ONLY AFTER CONSTRUCTION 15 COMPLETE. 3G, CONTRACTOR SHALL REPLACE FAILED OR UN5AT15FACiORY PLANTS AT NO C05T TO THE OWNER. Michael Lawrence Associates landscape Architects / Site Planning Consultants Notes QREFER TO LAYOUT PLAN FOR REVISED SITE LAYOUT. 0 P 20t21, Sic . ' udington BURLINGTON INTERNATIONAL AIRPORT BURLINGTON AVIATION TECHNICAL SCHOOL AND FLIGHT ACADEMY South Burlington, Vermont Enlarged Landscape Plan & Details Scale 1"-10' Jane 3, 2011 Sheet 212 I w+ G) w *.o w (. B 5 25 Ell 1 1 1 1 25/1 1 PERMITTING PLAN 6-3-11 .2 Q _ Apr o yD C' 1 arkin Ar a #2 1 *BF 5 .5 1 1�• � 25 A \1 \aBF 2 1 i S 0BF 8 25 5 \ , Par a #3 yy 1 5 5 1 1 BD BB. BB• w o ^ N W W `5 o O 6 m J L Q oa U aw O RE-, MAR /Budinptr City Of S m 0 BB-- BB BB O 1 W Q s 1 25 .2 W of m ISSUED FOR U O s PERMIT 5 Z O Z w JUNE 3, 011 REV FE8 29. 2612 1-- () m Q 1 1 Q O I1J E 5 .25 Z o m O' O� I,—^ 0 v O ELECTRICAL SITE PLAN Z a (] g` SCALE: 1 " = 60' \ \ \ w m w , \ o pp W lo HORIZONTAL SCALE IN FEET \ 1 1 a N a DATE'. 613111 60 30 0 60 120 180 I 240 SCALE: ASG DRAWN BY ASG APPROVED BY EEP DWG. NO SE-1 I I REFER TO LAYOUT PLAN FOR REVISED SITE LAYOUT. / SHEET 1 OF 2 LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Lamp File Lumens LLF Watts LED Cimarron w/ 60 Cree — SA 3 CL1x60LU54Kxx XPG-R4 LEDs and type 4 60 - LED - CREE cimarron 60w Absolute 0.95 145.9 lenses. Two 30-LED type IV.ies boards are attached to the door in the center and back positions. LED Cimarron w/ 60 Cree SB 2 CL1x60LU54Kxx XPG-R4 LEDs and type 4 60 -LED -CREE cimarron 60w Absolute 0.95 291.8 lenses. Two 30-LED type IV.ies boards are attached to the door in the center and back positions. SC 4 CL1x60LU5K2xx LED Cimarron w/ 60 Cree XPG-R4 LEDs type 2 60 - LED - CREE cimarron 60w Absolute 0.95 146.3 and lenses. Two 30-LED type (Lies boards are attached to the door in the cente and backr positions. O SE 2 GEM1/60LED GEM BOLLARD DIE CAST ALUMINUM UPPER FOUR (3X3) 15 WATT LEDS. RATED AT 2400 2400 0.95 60 HOUSING AND BASE. INITIAL LUMENS FOUR 15 WATT LED Kim LED Gem DRIVERS MOUNTED TO Bollard 60 HOUSING. CLEAR led.ies CONICAL GLASS LINEAR PRISMATIC LENS. OVF LED ROADWAY BF 3 OVFA06LEDEXSL4 LARGE CUTOFF OVFA06LEDE Absolute 0.95 156 COBRAHEAD LUMINAIRE XSL4.ies (6) LIGHTBARS WITH AccuLED OPTICS - TYPE 4 W/ SPILL LIGHT CONTROL ABSOLUTE PHOTOMETRY IS BASED ON CALIBRATION FACTORS CREATED USING LAB LUMEN STANDARDSIN GONIOPHOTOMETER WITH TEST DISTANCE OF 28.75 FEET STAINLESS STEEL O BB 7 1285P RECESSED CEILING 1 9W CIF QUAD-2P () Bega type B g yp 525 0.81 9 LUMINAIRE W/WHITE 1285P.ies TEMPERED GLASS SURFACE CEILING - O BC 9 5611 P CYLINDRICAL Bega type C 900 0.81 14 DOWNLIGHT 5611 P.ies RECESSED CEILING BD 1 6793MH WALLWASH LUMINAIRE (1) 39W T4 G8.5 MH Bega type D 3300 0.81 45 6793MH.ies STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min UG Apron out to 100' 1.2 fc 2.7 fc 0.1 fc 27.0:1 12.0:1 3.2 Parking Area #1 1.1 fc 4.3 fc 0.3 fc 14.3:1 3.7:1 2.8 Parking Area #2 0.8 fc 2.7 fc 0.2 fc 13.5:1 4.0:1 3.0 Parking Area #3 1.3 fc 2.7 fc 0.9 fc 3.0:1 1.4:1 1.7 ISSUED FOR PERMIT JUNE 2, 2011 REV. FES 29, 2012 4 MAR 0 6 `'�. ,_. City ®f So. Bu in PERMITTING PLAN 6-3-11 Z O W Q z 2 W C( U O" Z U' Z w � U � Q �P Q o W Z O > 08 01 Z �= W a m° wUo DATE: 613111 SCALE: AEG DRAWN BY: ASG APPROVED BY: I EEP E-2 SHEET 2 OF 2 TE 1.5 4.00' 1 TRAVEL TRAVEL 1.50' .gwlE5 SROPE MPS 2 �12 SHLDR. BIKE LANE 0 TRAVEL LANE 0.020 TRAVEL LANE .0.02E 002E SHLDR. BIKE LANE 020 ITEM 651.35 4" TOPSOIL '(T�YpPs.) �ar-_ /! -- ITEM 406.25 -- - - - 4" BITUMINOUS CONCRETE PAVEMENT 1.5" TYPE III ITEM 301.35 2.5" TYPE I 16" SUBBASE OF ITEM 301.26 DENSE GRADED CRUSHED STONE 4" SUBBASE OF CRUSHED GRAVEL, ITEM 203.31 FINE GRADED 6" SAND BORROW - 1 ACCESS ROAD ENTRANCE s<eie: l:s REM 203.3E ITEM 616.28 EARTH CAST -IN -PLACE BORROW CONCRETE CURB, TYPE A (TYP.) 7" REVEAL PROPOSED ' FLIGHT ACCESS AND ROAD TECHNICAL CENTER VARIES 5.50' 18.50' 4.00' 12.00' 12.00' 4.00' 1.50, SIDEWALK PARKING SHLDR. TRAVEL TRAVEL SHLDR. 1:12 VARIES �� STALL BIKE LANE LANE BIKE ITEM 651.35 0.02E VARIES LANE LANE 4" TOPSOIL 0.02E 0.020 0.020 0.020 (TYP.) S<O'O 0.02E r yS VMgkyPS 0.50' ITEM 618.10 PORTLAND CEMENT ------------ ITEM 408.25 - SIDEWALK, SIDEWALK, 5" 4" BITUMINOUS ITEM 301.26 ITEM 203.3E REM 616.28 CONCRETE PAVEMENT 4" SUBBASE OF ITEM 307.OF CAST -IN -PLACE ITEM 301.26 1.5" TYPE III CRUSHED GRAVEL, 16" SUBBASE OF BORROW CONCRETE CURB, 4" SUBBASE OF 2.5" TYPE I FINE GRADED DENSE GRADED TYPE A (TYP.) CRUSHED GRAVEL, CRUSHED STONE 7" REVEAL FINE GRADED ITEM 301.35 ITEM 203.31 6" SAND BORROW - 6" SUBBASE OF DENSE GRADED CRUSHED STONE ACCESS ROAD IT 1.00' VARIES VARIES TRAVEL TRAVEL ITEM 651.35 LANE LANE 4" TOPSOILOIL 0.020 0�020 VP311E 5 SLOPE VARIES S�OPZ MpTc - \ ITEM 301.26 I ITEM 30T.35 `REM 203.30 1;12 6" SUBBASE OF 12L SUBBASE OF EARTH (TYp,) CRUSHED GRAVEL, DENSE GRADED BORROW FINE GRADED CRUSHED STONE GRAVEL SERVICE ROAD saw: t:sl:s 20.00' MATCH PARKING LOT VARIES ITEM 651.35 REM 40125 4" TOPSOIL 3" BITUMINOUS ITEM 301.35 (TYP.) CONCRETE PAVEMENT 12" SUBBASE OF ITEM 203.3E 1" TYPE III DENSE GRADED EARTH 2' TYPE 1 CRUSHED STONE BORROW ITEM 301.26 4" SUBBASE OF CRUSHED GRAVEL, FINE GRADED _TRASH ACCESS DRIVE see r:g Stantec Comulting Services Inc. 55 Green Mountain Drive South Burlington VT U.S.A. 05403 J/: ] Tel. 802.864.0223 7 PoK. 802.864.0165 www.stontec.com Sy The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - ally -, or omissions shall be reported to Stanlec without delay. Tha Copyrights to all designs and drawings ore the property of Start.. Reproduction or use for any purpose other than that aathodzad by Stantec is forbidden. CalsuHaMs � Legend Notes By Appd. VYAWED 18Sund ey Appd. rr.WDD Re Name: 22-TSI-Typical Saclions.dwg Dwn. Child. Dsgn. W.WaD PerMlSeel ISSUED FOR PERMIT JUNE 3, 2011 REV. FEB 29, 2012 ClientlProject BURLINGTON INTERNATIONAL AIRPORT VERMONT AVIATION CENTER South Burlington, Vermont Title TYPICAL ROADWAY SECTIONS Project No. Scale 195310583 AS NOTED Drawing No. Sheet Revision TS 1 10 of 11 1 q LOT I LOT 1:12 0.020 0�_020 —ITEM 'N U. � I 1 3" BITUMINOUS ITEM 616.28 CONCRETE PAVEMENT 1' TYPE III ITEM 301.35 CAST —IN —PLACE 71TEM203.30 12" SUBBASE OF CONCRETE CURB, ARTH 2" TYPE I DENSE GRADED TYPE A iTYPJ BORROW CRUSHED STONE 7" REVEAL ITEM 301.26 4" SUBBASE OF CRUSHED GRAVEL, FINE GRADED BUILDING PARKING LOT 5 -- s :is S(O'Of 2, LOT ��xRyes � 1:1 z 0.020 _ — ITEM 406.25 3" BITUMINOUS CONCRETE PAVEMENT / ITEM 203.30 1" TYPE III J/ EARTH 2" TYPE I BORROW ITEM 301.26 4" SUBBASE OF CRUSHED GRAVEL, FINE GRADED 0.00' 0�020 ITEM 406.25 3' BITUMINOUS CONCRETE PAVEMENT 1" TYPE III ITEM 301.35 2" TYPE I 12' SUBBASE OF DENSE GRADED ITEM 301.26 CRUSHED STONE 4' SUBBASE OF CRUSHED GRAVEL, FINE GRADED BUILDING SERVICE ROAD Sae: 1:5 �•'t PMifs ITEM 301.35' 6" SUBBASE OF - - DENSE GRADED ITEM 203.30 CRUSHED STONE EARTH ITEM 301.26 ITEM 618.10 BORROW 4" SUBBASE OF PORTLAND CEMENT CRUSHED GRAVEL, CONCRETE FINE GRADED SIDEWALK, 5" EAGLE DRIVE SIDEWALK q 0.020 SLOPE VARIES 651.35 ITEM 651.35 )PSOIL 4" TOPSOIL BUILDING �P.) SERVICE ROAD (SEE DETAIL BELOW) / I IT 616.28 REM 301.35 CAST —IN —PLACE 12" SUBBASE OF CONCRETE CURB, DENSE GRADED TYPE A (TYP•) CRUSHED STONE 7' REVEAL EAGLE DRIVE PARKING LOT CUTOFF SWALE �S 2 ,q'gRies I I 1:12 0.020 REM 301.35 ITEM 301.26 6" SUBBASE OF I 4" SUBBASE OF DENSE GRADED CRUSHED GRAVEL. CRUSHED STONE FINE GRADED B SHARED USE PATH D sae: 1:a rL ACCESS URAXI tUIIUN ROAD AREA 301.3 72D�E�N�S�ErGRADEO ITEM 203.30 E OF EARTH BORROW CRUSESTONE 0 DETENTION POND ACCESS DRIVE `1 - sae: DETENTION :12 ITEM 203.30 EARTH BORROW ITEM 618.10 PORTLAND CEMENT CONCRETE SIDEWALK, 5" ITEM 651.35 4" TOPSOIL (TYP.) Stentec Consulting Services Inc. �> 55 Green Mountain Drive South Burlington VT U.S.A. 05403 Tel. 802.864.0223 Fax. 802.864.0165 www.stanlea.00rn Staidsw The Contractor shall verify and be responsible for oil dimensions. 00 NOT scale the drawing - amy error or amisaiore shall be reported to Stonlec without delay. The Capyrighle to all designs and drawings are the propa,t of Stantec. Reproduction or ga for any purpose other than that authorized by Slanlec is forbidden. CawugallM Legend ` ( E 1 LIAR 0 6 2012 City of So. Burlington Revision By 1;pd. W.MM.DO Issued By Appd. W.MM.DO File Na—: 22451-Typical Sections.dwg —_ Own. Chkd. Delta. W.M101.00 Pe m tSeal ISSUED FOR PERMIT JUNE 3, 2011 REV. FEB 29, 2012 Cief11P1U)Ba BURLINGTON INTERNATIONAL AIRPORT VERMONT AVIATION CENTER South Burlington, VernloM Title TYPICAL ROADWAY SECTIONS P*ctNo. Scale 195310583 AS NOTED Drawing No, Sheet Revision TS2 11 of 11 LOCA71ON MAP vs� OWNER Burlington International Airport 1200 Airport Drive, Box#1 South Burlington, Vr 05403 (802) 863-2874 ARCHITECT Freeman French Freeman, Inc. 81 Maple Street Burlington, Vr 05401 (802) 864-6844 DESIGN/ BUILDER D.E.W. Construction Corp. 277 Blair Park Road, Suite 130 Williston, Vr 05495 (802) 764-2319 LANDSCAPEARCHrrECT Michael Lawrence Associates 8 Linden Lane Essex, Vr05402 Phone:(802)878-2778 CIVILENGINEER Stantec 55 Green Mountain Drive P.O. Box 2246 South Burlington, VT 05407 (802) 864-0223 STRUCTURE ENGINEER Stantec 136 West Street Suite 203 Northampton MA 01060-3711 (413) 387-4507 Ext. 4507 MEP ENGINEER Pearson & Associates Consulting Engineers 174Thomas Lane Stowe Vr 05672 802-253-9607 BURUNGTOIN AMATIONCENTER & VERMONT ACADEMY ELIA 1 BURUNGTON,EW ;%:'T: P "Isi:ski 1I 1111►.� JUNE 3, 2011 RENDERING GENEMNOTES - L All WORKTOBEDONEINACDCRDNNGEWRHSTATEANDLOMMDESAND ORDINANCES. 2. ALLWORKPEAFORM TOBEOFACCEPIEDIMUSIRYSTANDNROSAAD PRACTICESGOVERNINGTHEHIGHESTQUARRYOFWORKMN SHIP. 3. CONTRACTOR TO COORDINATE KEYING REQUIREMENTS VAM ME OWNER AND THAT SC E)ULID WITHIN THESE DOCUMENTS, 4. EXIT SIGNS AND EMERGENCY UGRING ME TO BE LOCATED AS DIRECTED AND REQUIREDOY COO, AND/ OR CRY IASPEMORS. (ID BE INCLUDED IN ELECTRICAL DESIGN PACKAGE( 5. ALL EXTERIOR WOOD BLOCKING AND ALL WOOD IN CONTACT WITH CONCRETE STABS AND OR MASONMTO BE PASSURETREATED. G CID OR TO VERIFY LAYOUT AND DIMENSIONS PRIOR TO ME SEART OF CONSTRUCTION AND TO CONSULT WITH ME ARCHITECT REGARDING ANY DISCREPANCIES THAT EXIST WOLIN MFSE CONSTRUCTION DOCUMENTS. 7. ANYAEASWRHIN THESE CONSTRUCTION DOCUMENTS WHICH ARE UNCLEAR OR COPFlJCTING ARE TO BE BROUGHT TOME IMMEDIATE ATTENTION OF THE PACHl1ECTFOR CARIFICATION B. CO NTRAUORTOCONSULTMEOWNERFORAMREWGTOBEPROVIDEDBYME OWNERANDINSTA1lEDENMECONIRACTOR O. CONTRACTOR ISREPONSIBIEFORAUE PERMITS, FEES, ETC ASSOMATEDWIM THE EECM ON AND COMKETI ON OF ALL WOW 10. PRONDEF] ETREATED WOOD BLOCKING IN PARRRONS/S REQUIRED FOR MOUNTING OF CABINETS, SHELVING, GRAB BARS, EC 11. ALL WOOD FRAMING/ BLOCKING AND UNR MASONRYSIZES ARE NOMINAL UNLESS NOTED OTHERWISE U ALLE(PGSEDSIEI3TOBEPANIED. 13, ALL INTERIOR PLAN DIMENSIONS FROM FINISHED FAC:OFWAILS, UND. , ALL EXTERIOR PLAN DIMENSIONS FROM EXTERIOR FACE OF FRAMING, UND 15, HE MANIACS AND SPECIFICATIONS ME COMPUMMARYTO EACH OTHERAS OFFIND INTHEA201 GENERAL CONDITIONS. WHENTHERE ISCONFLICTING INEORMA1lONBMNGITTOTHEATTENTIONa THE PACHREGT. IFRISNOT BROGHTTO MEATIENTIONOFTHEARCRIECTTHECONINA:MI RESPONSIBLE FORNL REDDIRoom AND AOECSION WILL BE RENDERED BYTHE ARCHITECT AT AIATDRDAM WHENPRICING THE WORK THE COMMCTOR WILL BE HELD RESPONSIBLE FOR THE HIGHER COST OF THE COMA CLING REQUIREMENTS UNLESS CLARIFIED IN WRMNG THROUGH THE COMPACTORS BID PROPOSAL MATERIALS LEGEND — _ SYMBOLSLEGEND CONCRETE �--- GRIOREFERENCE ®0'A" BRICK SPOT ELEVATION MARK J� LEVELI ELEVATION MARK CONCRETE MASONRY ROOM NAME ROOM NAME ® BAR INSWITION 111 ROOM NUMBER 150 SF ROOM SQUARE FOOTAGE RIGID INSULATION 101 DOOR NUMBER I SPRAY-APPUEDINSULADON OA INTERIOR VANDCW DESIGNATION (LETTERED) - SEE A]OU ENiM n V E%TERROR Vv1NO0W DESIGNATION (NUMBERED) -SEE A700 GYPSUM BOAR 7A WALL TAG -SEE A400 ® S7EEL /lam �Q REVISION CLOUD PLYWOOD REVISION NUMBER ® HARDWOOD i A]00 BUILDING ELEVATION ® WOODFRAMING � BUILCINGSECRON WOOD BLOCONG/S/IIM WALL SECTION 4 A420 2 A420 INTERIORELEVATON 3 Aca A \ I I ENTARGED DETAIL freeman ( french I freeman 81 Mapple Street • Burington Vermont 05401 802.864.6844 • www.fffinc.com Architecture • Planning • Interiors ACT ACaS11LA CELINGTILE MAIL MATERIAL AOOU TITLE SHEET ADA AMERICANSWIM MAX MAXIMUM A101 FLOOR PLAN LEVEL I DISABILITIES ACT MECI MECINMQAL A102 FLOOR PLAN LEVEL ARE ABOVERNISHKGOR MET MANUEACTUR A103 ROOF PLAN ALUM ALUMINUM MM MINIMUM A200 EXTERIOR ELEVATIONS APPRO% APPROXIMATELY MSC MISCELLANEOUS A201 EXTERIOR ELEVATIONS BD BOARD MO MID MASONRYOPENING MOUNTED P100 PLUMBING DETAILS BLDG BUILDING MILE METAL GO CORN=R GUARD NC NOTIN CONTRACT CI CONIROLMINT MS NOTTOSCALE a mVTEALIrE COG LEONG OC ONCwTEA CUR CLEAR OD OVERR. POUF DEAN CMD CONCREE MASONRY UNF OFF OFFICE Ca ME" OR OPPOSITE HAND OR CNC CONCRETE OVERHEAD DENT DOMIMIOUS OPP OPPOSITE CORE COMMON OF01 OWNER FURNISHED CPT CARPET OWNER INSTALLED CT mRAMICTILE aC DWNfR FURNISHED ffd CONIPACTORFURNISHED OUNITWCTORINSTAD EO GO OR INSTNIID aO CONTRACTOR MEN SELL K PLATE OWNER INSTALLED PLAM/P-TAM PLASTICLPMINATE PLYAD PUMOO, BE ORINKINGFOUNTAN PREFAB PREFABRICATED DIA DIAMETER PT PRESSURE TREATED DIM DIMENSION PM PANTED DN DOWN DTL DETAIL QT QUARR/TILE DWG DRAWING RCP RELECU CTUNGPIAN E FXPANSIMIGINT ID ROOFORAIN EL/' ELEVATION PET RFRERETIOURDRIGERATOR EIEC ELECTRIC REQD REQUIRED EMFA EMERGENCY R RESMENT EN CA ENGINEER REV REVISION EQ EQUAL RM A ROOM RECEIVE D EQUIP EQUIPMNf RO ROUGH OPENING MC ELECIRICWATER COOLER EX/EXUST EXISTING SCHED SCHEDLU EXT EXTERIOR SECT SECTION ERR WSIINGTO CETMIN SHY Sim SIMIL SIMILAR /nQ 'A�1 //� MAR 2V11. FD KOORDPNN SPEC PE SPECIFlGITION V FEC R EEXTINGUISHERCAWNE STD STANDARD FlN RR HNISHFlOOR SR STEEL FEN FEE FLUORFINISH FLUOR BDE.�L STAR STORA Sm STORAGE City of So. Buliington ARM RREREGSTNEMATERIPL STRUCT STRUCNMAL R FOMORFEET TEL TELEPHONE ONLY GALVANIZED TO TOP OF GDNCRETE GWB GYPSUM WALL BOMO TOS TOP OF SIFIl GYP GYPSUM TOW TOPOFWALL TYP TYPICAL HC HVDIGW UNO UNESSNOIEDORERN HOW HARDWARE UC UNDER CONTROL HM HOLIMMETA HORR HORIZONTAL VB VI NM BASE HE HANDRAIL VET VINYLC%NWOSMURRLE HT HEIGHT VOTE VERICDL VEST VESTIBULE INSUL INSULATION IM INTERIOR W/ WITH IN INCHES WC WATER CLOSE WD WOOD lAN IANITOR W/O WITHOUT 1C IAV IAHMOR CLOSET LAVATORY ISSUED FOR PERMIT JUNE 3, 2011 REV. FEB 29, 2012 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - W SEISMIC VERTICAL MINT-----" COVERMSS400 BY MIN SYSTEM, Z==Z z =1 FAINT TYPICAL L F24 -- - -- --- — -- - -- - L-�OR-- -- — --HDOSIRUCT. EL a ORO 1 STEEL FRAME, MILS AND HEAD UNE'U 15 FIRE RATED GUIDES BY MANUF., CLADDING & USING MEMBRANE/HEATHER PROOFING BY G C. PROTECnONINRATED WALLS, FROM LEVEL 1 ONPOSITS ---FLOOR DRAINW20Y2O' TO LEVEL 2e FLOOR LOMITODRAIN,5725 S m, LGCA TYPICAT'.'ip R — - — - — - — - Z- — <1 PA. HANOAR �1211 NOTE: HANGAR COULMNI IRE PROTECTED BY IR FIRE PROTECTION MR NFPA M9, SEE FIRE PROTECTION OWLS. & SPECS USING SPRAY-APPIJED Eifl FIREPROOFING, FROM STRUCT. STEEL @ GRID WEL01 IA UNE'R IS FIRE RATED LEVE 1TOUEVEL2— BY VARCO PRUDEN O TRUSS TOOL LOCKEF TUBEMELSTAJ IA 1 5 SUPPORT,SEE STRUCT DWGS. x •� 18A PAD - — - — - — - — - — - — CU AD cs 2A IA FQ;n. BATTERY BATTERY 12 230 4 WA MR 4 BOILER 730 RECYCLE O idi 4 4 44 1 1 1 Up T T � 7.....` 1177 ... 4 yp I 0 (a C-1 TWxVD PAD ON F ElSMI. V'SVCRTICAL— Ml 00VERVII-800 8' NTCTEMS A301 TYPICAL MIA SYS ".. �—MLJCT. STEEL SUPPORTING L.L2.e 'a&'R IS 1-HR. FIRE RATED, EXCEPT AT ROOMS 124 & 125 WHICH ARE 2-HR. FIRE RATED LINE & F.O. FND. Aloe I FLOOR PLAN - LEVEL 1 SCALE: 116'= I'4r' -GENERALNOTES 1 ALL DIMENSIONS ARE TO FACE OF FINISH, OR TO STRUCTURAL GRO, UNLESS NOTED OTHERNSE (UNO) 2 ALL VERTICAL AND HORIZONTAL PENETRATIONS GH THROURATED WALLS OR RATED CEIUNGCONSTRUCPON To BE SFALED WITH FIRE SAFING TO MAINTAIN RATING M freeman I "ouch I freeman CONIC PAMNG � 0- SPATCH /4 SEE CIVIL DWOS 47'To", IA MAINT CH E� AUGN LOCKERS CR 123) IA O OORRIXOR 111 R I WE Beer 05 INSIRUCT.CHI� 1254 104 WE BRIEF —_—'A - —1(9 ---------- ------ - AM '= WO I --IQ TECHNOLOGY — - — - — - — - — - I CEN" 132 133 O & IA JAN VERMONTFUGHT 131 I ACADEW IA ATB.lA ON 10 4 2A IR ELEV A MTIRUIL SOUM BURLINGTON 4� A1105.00 ENTRY CANOPY ABOVE STAINLESS STEEL CANOPY COLUMN bRIDimRMnNG wwU ISSUED FOR PERMIT JUNE 3, 2011 REV. FEB 29,2012 FLOOR PM LEVEL I GRAPHIC SCALE A101 GENERALNOTES I ALL DIMENSIONS ARE TO FACE OF FINISH, OR TO STRUCTURALGEIO, UNLESS NOTED OIHERMSE(UNO) 2. ALLVERTtCALANDHCPIZONTPL PENETRATIONS THROUGH RATED WALLS OR RATED CURING CONSTRUCTION TO BE SEALED WITH FIRE SAFING TO MAINTAIN RATING II881R30�)[81ICb (f880180 man french free 7 3 7 �Ameea• m�.wM•a+Nw I / I i�\ A3D1 i I / Azm 1 2 A301 A n n C� K P 0 n 5 /0&S9iVATIONDECK — 38-8 L-4'— _ CA I I I II 0 0 0 0 O O O 0 ,06 �,� 2 O — — —® _ to 1A 1A IA 324 -------�� W SEISMIC VERTICALJOINT COVER:V3SJ100 BY MM SYSTEMS, OFFICE "1 0"" OFFICE i DN TYPICAL 217 210 20B 208 1A o- - - ---- -----------------------------------�I - - 211 2i 9 20 BRIFAW COFFEE 7 R 1A 1A I 208 CORRIit 0 Aua 273 8/ i 3R2 51DEs - - --_—_—_—_—_.__—_ I.T. � 02PPN:G OF ICE 214__ — 7A IA —O ey` 0R ( OENERALUSE2 S OEs� BTOIL ® OPPIBi OFPIR 208 w 1A 1A fA 7 2 AQ' [" I 7A 218 215 CORRIDOR ® L r? HANGAROpR ME27 STORAOk@ 7 I 229 81 ULATO �2 22o 7A 207 IA i�'�/ City Of 801. do ® IA 217_—J2aS_—_—_�_ —_——_�_EQSRALLBEL_—_—_—I 1—_—_—_— �J E, SI UTO �/ Ip 277 2, 224 Azo1 2 1A IA I 3° I I I 220 1A i N5 2 Apo J NITOR 225 I MEN'8 I m 218 225 ,0 ®i Ad00 10 i IN 1 M 1A AIR Fo; E L22l ••v BAR LINGTON,,.•v, O A300 P310 In STAIR ®® AVIATION _—_—_ —_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—_—____—_ —_—_—_—_—_—_ _ 270 220 _— ELEV. CONi. 270_ OMEN' IA _ _ _— __-_—_—_— --------- _ _—_—_— 2 TECHNOLOGY L`l— _ 228 726 218 to 219 1A 1 1 N3 to O `(m y ON VERMONTFUGHT MECHAN.ROOM I IA HALL 220 VENDING 200 ® ADM f ATE b 7A RI ALIGN 10 POWER PLANT I O CEILING BELOW CEIUNO BELOW 1E'-T' a-71' 7-8 SI.2 1 202 T-01I4" I I eTA i 1A IA 3,4 ELEV V ON O I A3V0 A300 OPEN Tb BELOW G � a - W^. T-10' LI Li 11 LI ^ d AVIONICSSOUTH tot ,r URLNGTON B1RItMOM CMTOPY BELOW LGWER CGMING,TM.— 8' SEISMIC VERTICAL 2 a� 2m A301 d ' - CHILLER ENCLOSURE BELOW I JgNTCOVER V558008 i MIA SYSTEMS, TYPICAL I I NIO _ _ — _ — _ — _ — _ - - I A1105.00 A310 II I I o�10/f1 ue.�i,-0' I I I I I I I 2 I I I I I �•• ISM , _, AN P aANM A2� IMImw8I9IAnM lanwT2n ww. ISSUED FOR �n PERMIT JUNE 3, 2011 REV. FEB 29, 2012 FLOOR PLAN LEVEL 2 h FLOOR PLAN - LEVEL 2 GRAPHIC SCALE A 102 A102 SCALE: 1Z=V' o A' S KYNAR COATED METAL LETTERS IN FRAMES, 33' HIGH X 3- DEEP, BUILDING MOUNTED, COLOR: MEDIUM BLUE WTH BLACK FRAMES, HALC{IT REVERSE C14ANNEL TYPE SIGN W INDIRECT ILLUMINATION NON -ILLUMINATED PLASTIC RESIN WIND SOCK, COLOR TB., I A310 LIGHTNING PROTEC11M DIMENSIONAL LETTERS, 24' HIGH X V DEEP, DOUBLE FACED, MOUNTED ON PARAPET ON TELESCOPING WHITE FIBERGLASS POLE OUV FIAT LERS IN CUSTOM CGWLING, COLOR YELLOW, TYPICAL OF (4) DEVICE, TYPICAL PRE -FINISHED ROOF EDGE a WALL, COLOR: MEDIUM GREEN 3 A301 oA B C D E F G H 1 1 J N oL P q A301 -T - Q 2 FASCIA,COLOR LIGHT GREY A301 R SNOWGUARDS� d S T N V p W b En }fSSR13A (IBIICh 1feEB130 augkma.aniNm,cmn * -- - 3I1'-e" _ _T- - - - A31 ROORFOP emrtvmg.mnm PLANB BHT AIDS, H' SEE ROOF PLAN BHT. A103, I 12" 17 LOCATIONS ARE APPROXIMATE - ANGLED LOUVERS IN CUSTOM METAL �®I� B NI®6II_d G ---70 D L 38T-2" - COWLING, COLOR: LIGHT GREY - 2 BOILERVENTING,— ttPICAL OF (3) 24' METAL FACE PANELS, MEDIUM !? BLUE B MEDIUM SILVER-GREY CH ECKERBOARDPATTERNAS T27— _-_ _ _ _ _ --- SHONN Ep. 2'yT _ _ _ _ _ 1 o AooFEOc E NOA1N FACE --- OTH SILVER ""-" --'--- 2 -PANEL, COLOR MEDIUM COLOR MEDIUM SILVER-GREY, .. - - - -" _--'° SEISMIC JDN7COVER,COLCR (31TYPED UGHTFIXTURESRECESSE --INOVERHANG TYPICAL MEDIUM _ _ -_ 1 r SMOOTH METAL FACE PANEL, g 2v - -.. COLOR: MEDUM SILVER-GREY, TYPICAL 33 p—CLEARCURVED - SUSPENDED CANOPY WPRE- I' ...-.—-- CANOPY FP&GAOF PRE- 2 § FABRIC CANOPY FRAME FASCIA, FlNISHD MEDIUM COLOR MEDIUM SILVER-0 FINISHED METAL, COLOR: MEDIUM " O E FOR FUTURE SUITABLE FOR FUTURE SOLAR PANELARRAY, COLOR: MEDIUM BLUE - - --- --- BLUE, TYPICAL SUSPEND D CANOPY W PRE- 2 FIN18HEDMETAL FASCIA, - ""' COLOR: MEDIUM SILVER GREY -' - _ _ _ _ (2) TYPE D LIOHf FIXNRES RECESSED IN CAN _ LIGHT FIXTURE TYPE C -- -- -- — �-- - SPANDREL PANEL, MEDIUM GREY, TYPICAL 2 an ALUMINUM FRAMED, GLAZED WIND _ _ _ -- - ,P LIGHT - SCREEN BEYOND, FRAME COLOR: ALUMINUM FRAMED, OLAZEO WND SCREEN BEYOND, FRAME COLOR:- - iXIFI as ~ PE C SILVER,:.. SILVER,TYPICAL -- • ,' -: " _ laoE ,-f 1MISSED METAL FACE PANEL ....�,.�. - COLOR: MEDIUM BLUETYPICAL 1 I rI LGRADE `—ALUA9NUM DROPPEDSOFFITATENTRY WRECESSED-- -- ALUMINUM FRAMED GLAZED ENTRY , CHILLER ENCLOSURE: CONCRETE RETAINING WALLS, CMU ENCLOSURE BDATE CLApIN RIBBED 12'RIBBED METAL FACE PAN' COLOR:MFRMED GRADE AT BUILDING, SEE CNIL DWGS. CIXJCRETE STAIRW RAILINGS TOSIOEWLLK,SEE CURTAINWALL SYSTEM W TIN GLP7JNG (GRE1�, ttPIGL GWNNUGHTNG, (e) TYPE B FIXTURES CLEAR GLAZING, SILVER FRAMING, TYPICAL METAL PANELS, COLOR MEDIUM BLUE FIXEYPICAI ALUMINUM FRAMED FIXED W NDGWS, CLEARGLAZING, FRAME AT 3IDEWALN,3EE CIVILDWG3. GVIUTANDSCAPE DWGS.— GRADE AT PARKING, SEE CIVIL DWGS. ALUMINUM FRAMED OPERABLE W NDOWS, CLEAR GLAZING, FRAME EXTERIOR STEEL DOORB FRMAE, PAINTED, COLOR: MEDIUM SILVER-GREY, TYPICAL STWNLES65TEELCOLUMN COLOR: SILVER, TYPICAL COLORSILVER, TYPICAL SOUTH ELEVATION AIDU SCALE: 1/B" • 1'-0" WIND SOCK, COLOR T.B.D., 3 CANOPY W PRE -FINISHED METAL FASCIA, COLOR: MEDIUM A310 BLUE STANDING SEAM METAL HANGAR ROOF BEYOND BURUW[ON AVIATION ON TELESCOPING WHITE --- SNOWGUARDS TEORNa FIBERGLASS POLE A300 0.1 0.3 b 1 ii A300 4 PRE A. A. COROOF EDGE 8 FASCICOLOR: LIGHT GREY 58 8 R � g1 � VERMONf Ft1GHf '. A3,P ACJIDFMY I I ATB.IA. 24'METAL FACE PANELS, MEDIUM BLUEd • r i- _--.i 1 :._. , ...._- ._ z , .. _... _i.. b �: MEDUM SILVER-0REY CHECKERBOARD PATTERN AS SHWrN, EA. 2'x t, — 12"SMOOTH METAL FACE PANEL, 12" SMOOTH METAL FACE PANEL, COLOR MEDIUM SILVER-GREY, TYPICAL ALTERNATING COLORS: MEDIUM GREYAND YELLOW SILVER. q 2 SOUTH CURVED CANOPY FASCIACF PRE- ---- 4 BURUNGfON FINISHED METAL, COLOR: MEDIUM BLUE, TYPICAL ® W< O O ® O W4 O STAINLESS STEEL 'a V(RMOM o GUARDRAIL^ i�0 — ' 72'RIBBEDMET PANEL ISSUED FOR A1105.00 .,��11 _>re•-L,-0• — PARAPET AT OBSERVATION DECK, COLOR: MEDIUMSILVERGREY 2 PERMIT DROPPED SOFFIT AT ENTRY 4 2 - ------ - H JUNE 3, 2011 RECESSEDDOWNUGMTING,(B) m _ G O O O ALFER,GRE, TYPEBFI%TUBES _ _ O 0 __ yA COLOR: MEDIUM SILVERGREY, COLOR: MEDIUM REV. FEB 29, 2012 ._ -w- TYPICAL STAINLESS STEEL COLUMN © © © © p.l © © o0 00 ❑ 12"RIBBED METAL FACE �- PANEL, COLOR: MEDIUM BLUE, IFYnAa)dA WWu _ WE"-- Y_ - =— -- .". -. ttPICPL AT BhSE 77E.Y o®amennea egv/u 7ALUMINUM FRAMED ENTRY SYSTEM, n ay+a/u CLEAR GLAZING, SILVER FRAMING ALUMINUM CURTAINWALL SYSTEM, CLEAR GRADE AT BUILDING, TYPICAL GLAZING, SILVER ALUMINUM FRAMING, TYPICAL SEE CIVIL WrGS. UGHT FIXTURE TYPE C 12"RIBBED FACE PANEL, ALUMINUMFRAMED, GLAZEDWNO - COLOR: B BLUE, TYPICAL COLOR: MEOW SCREEN BEYOND, FRAME COLOR: SLIVER, TYPIGAI DHRIOR AWMINUM FRAMED FIXED OVER EXTERIOR STEEL DOOR d FRAME, PAINTED, ELEVATIONS OPERABLE WNDOVdS, CLEAR GLAZING, COLOR: MEDIUM SILVER-GREY, TYPICAL FRAME COLOR'. SILVER, TYPICAL 2 EAST ELEVATION GRAPHIC SCALE A200 A200 SCALE: 1/9' = 1." 0 4' 1. 13 EXTERNALLY ILLUMINATED ALUMINUM EXTERNALLY ILLUMINATED ALUMINUM SIGN W BTC LOGO, COLORS: BLACK SIGN W VFA LOGO, COLORS: WHITE OUTLINE (FRAME), WHITE FIELD, DARK OUTLINE (FRAME), WHITE FIELD, BLUE ROOFTOP MECHANILAI EOUIPMENT,SEEROOF PLAN GREEN OVAL, YELLOW LETTERS WIND, GOLD LETTERS SHT. AIM. LOCATIONS ARE 1 APPROXIMATE A310 LIGHT FIXTURE TYPE F. (2) EA. PREFNISHED METAL FASCIA, COLOR: UGHTGREV LOGO SIGN, TYPICAL 3 A301 LIGH(FIXTURE TYPE E, TYPICAL EA. 1 SIDE OF HANGAR DOOR A301 --- ------ Ueemanlirensh�troeman --- --- ALUMINUM GLSNOW GUARDSYSTEM AT�12" JE 12"DECK, —SILVERPRE-FINISHED FRAME ,: . ] 2" ROOF EDGE, ''COLOR: LIGHTGREYi0PPN8DFAGT4 --- "-"" tAaeprnwEni b Awl F WING WALL, PARAPET OF PRE -FINISHED METAL, COLOR: LIGHTGREV b ` Li SEISMIC JOINT COVER, COLOR: MEDIUM GREY a CANOPY W PRE -FINISHED METAL FASGA,COLOFt t2 4 MEDIUM BLUE, W :. FIXTURE TYPEC �• • _ O TO RNUNG am— -------- • , ` 3a'-a' STAINLESS STEEL GUARD RAIL -••_ -- - - - - - 341'-2' 12" RIBBED METAL 2 PANEL,COLOR: MEDIUM SILVERGREV N _ 1TSMOCTHMETALFACE PANEL, COLOR: MEDIUM -IM I r ] (] ❑ ❑ J •' MEM 39ILVERGRE,TYPICL --� LI le r _ _- ALUMINUM FRAMED FIXED OVER HOSE BIBS GRADE ATHANGAR DOOR, SEE CIVIL DRAW NGS HOSE BIBS OPERABLE WINDOVvS, CLEAR GLPLNO, ALUMINUM FRAMEDOPE 1111111 FRAME COLOR: SILVER, TY%CAL WINDOW, CLEAR GLAZING, 12• SMOOTH METAL FACE FRAME COLOR: SILVER, TYPICAL PANEL, COLOR: MEDIUM . iT RIBBED METAL FACE PANELS, COLOR: MEDIUM BLUE, TYPICAL AT BASE 77MEDIUM ALUMINUM FRAMED, GLAZED WIND SCREEN EA. SIDE OF DOOR, FRAME UNIDIRECTIONAL SLIDING HANGAR DOORS SILVERGREY, TYPICAL -- COLOR: SILVER, TYPICAL ALL AIR SIDE DOORS CLAD IN 12' SMOOTH METAL PANELS, COLOR MEDIUMSILVER-GREY SUSPENDED CANOPY W PRE. a FRAME, SUSPENDED CANOPY W PRE- SUSPEND EDCANOPY WPRE- FINISHEDMETAL FASCIA, COLOR: LOR: FINISHEDMETPL FASCIA, COLOR: FINISHED METAL FASGA, COLOR: MEDIUM SILVER-DREY, W(2)LIGHT ERI3REV, MEDUM SILVER-GREY, W(1)LIGHT MEDIUM SILVER-GREY, W(1) LIGHT FIXTURE TYPEC -- - --- FI%TURETYPEC -FIXTURE TYPE C NORTH ELEVATION A201 SCALE: 1/B"•1'0" MAR 0 6 26 i, -.. BURUNGRNJ EXTERNALLY ILLUMINATEDALUMINUM SIGN EXTERNALLY ILLUMINATED ALUMINUM SIGN AVIATION W OTC LOGO, COLORS: BLACK OUTLINE 3 W VFA LOGO, COLORS: WHITE OUTLINE (FRAME), OVATE FIELD, DARK GREEN OVAL, YELLOWLETTERS A370 (FRAME), WHITE FIELD, BLUE WING, GOLD LETTERS pp�� CRY CRY Of So. Budit LLJJ TES 2 A3W LIGHTNING PROTECTION, TYPICAL STANDING SEAM METAL ROOF, STANDING VERWrFUGM B 5.B COL -:LIGHT GREY 4 3 2 1.1 — - - - -- - - — - --- - - - AGADI M' ATRIA G QiTr-r j NOVA- - - — - — - — - METAL RAIN GUTTER, COLOR: LIGHT GREY '._ R) TYPE F FIXTURES EACH LO SIGN TYPICAL b ZJ'�rpagapgpl A' F l(�tFj - CUSTCh1 METAL COWL INGBEYOND, a COLOR: YELLOW SOLO WIND WALL BEYOND, SMOOTH METALFACESIEPARNELS, COLOR: _ 1S ; BURUNGTON MEDIUM LVEGREV O VFTiMONr - -- RAIN STORM ------- WAO'MTTAL SEE CIVIL WATER SYSTEM, SEE CIVILOW35., ER SYSTEM, COLOR: LIGHT GREYT. A1105.00 - - FASRICAWNINGONMETALCANOPYBEYOND, 8' METAL RAIN LEADER TO STOW - - -- : . __ — _._.__..._.....i _ __ - --- --- --- FRAME SUITABLE FORFUTURE SOLAR PANEL BWIWI; 'u8'•3'-0' WATER SYSTEM, CIVIL OVuGS., b ARRAY, CANOPY COLOR: MEDIUM BLUE LIGHTG COLOR: LIGHTGREY - BATTERY ROOM VENT CAPS, TYP. OF ,.•_y, ISM _,,::., s.. IA t b CHILLER ENCLOSURE: CONCRETE RETAINING RIMMTIlO aya/u 1 � - �: p WALLS, CMUENCLOSURE CLAD INRIBBED METAL PANELS, COLOR: MEDIUM BLUE om�OBHArLert 44'a!B 'T ISSUED FOR Ru ALUMINUM FRAMED, GLAZED WIND SCREEN EA. SIDE OF DOOR OR AS ( PERMIT j SHOWN, FRAME COLOR: SILVER STEEL DOOR a FRAME, PAINTED, COLOR: MEDUM SILVER-GREY, TYPICAL111 GRADE AT BUILDING, SEE CIVIL GIRDS. J UNE 2011 - '^•^ .3, -SUSPENDED CANOPY W PRE�FINISHED METAL FASCIA. OVERHEAD COILING DOOR, REV. FEB 29, 2012 COLOR MEDIUM SILVER-GREY, W (1) LIGHT FIXTURE TYPE C FINISH: STAINLESS STEEL EXTERIOR ELEVATIONS GRAPHIC SCALE A20 2 WEST ELEVATION 1 A201 SCALE: 118"=1'-0" 0 d' B' 16 U A310 2 3 A301 freeman trench j freeman A30i oA oS CC oD of of oG Ho oI of K oL P 4 oR SO oT Vo q W� si�geane.anirmm�uwi �R _ A310 Q TO SdtEENB 9Br.r' I I I I I ( seB•.z•{Y 't ! 2 MECH. ROOM STAIR? t XPLL POWER PLANT BEY0110 �ELEV ! ! STAIR 7 HANGAR 917 LOBBY BOILER I fat 'I 1<a- b WATER _ — — _ I— — _ — — — — — — — — — I— 11 ii - = = = __--_=-=-=1 =-= =__-_ -_ = - -rt= -�1-1 I$I ITI-ITI-!Ti-1 I ! ITI-1 T I- T ITI-!TI -r-1 ( 1 I-1 T -� II -� -1 1 1 1-� - -! -1 1=1-�1=1TI=1 1=i -III III_III JII_II I_III_II I_II I_III_III_II III III III_I II_II-III_III-III_III_II I -III_ II_II II -III II _ _ _ _ _ _)_ _ _ _ _ _ _ - _ - _I'l1=1I1= 1-I 1- "-I I1=1 1=1 - - -1I III=III III=11I III=III_ =11 I11=II I=III=III= =III=1 =1 =1 =1 - 1 ITI 'I11=III=1IICII1 1I1-1I1 _III _ _III' . I -III -III -II I_I I_IlI: 1-III- I I I -_I III IL_I I I_ I I L_ I I I I I Imo_ I I I 1111 _ _�I�- �_ �_ 1. 1i 11 - - - - - - - - L- -111-111= 1_I I I=1 -1 -1 -1 Imo--III-1 1=1 1=1 1=1 1=1 1=1 -1 I 1=_ III -I I 1=J 1=L1=11!=1 II I � 1j1 I IL! I � 1 1 � I I I I�I I I T � I 1111 I I I ILTTf=1 111�11 � 111 � 111 I Ih I I 1=III —I 1 11 I I =1 11=1 11=1 11=1 11=111=1111 11=1 11=1 11=111=1 11=1 11=1 11=1 1 11 I I =1 1 1I 11-=1 I C==1 I I 1 =1 I IIII—III—III---III---I 11=1 I I—III—III--III—I MEN i I—T—III—III—I i I —I 1I- 1 BUILDING SECTION p300 SCALE: ISSUED FOR PERMIT JUNC 3, 2011 RLV- F F R 29, 2012 - BURLING ON _ 1 Y AVIATION z 3 TECHNOLOGY 30 (� _--- - — - - - --- - - — - --- T A1 A307 A3ol 3 .41W Imo_ Aa1B T TT & CONT VQiMMFLIGHf ACppp,Ay __0 _ RECE IV E V ATB.IA ! - -- ---- - - - -� -!-i-- _; MAR 0 6 201L _ T f I 1 2 City of So. Burlington " M� HALL I M NE ! ODDR AIRFRAME I 200 I 21B ! ! 203 I I I s BURWIGTON VERNIONf KANOAl A1105.00 �— �— < E ! 2 3ar-2 LOS tat 2 TOOL LOCKER$ MEWS WOMEN$ AUDRORIUrI 127 139 132 133 70.2 1 1 1 N •,".. tat�aedv - it_�.}.. WmN _----------------- --=I - --__ ____--_-- -- _--=!=1= -=1!-III=III=III=11I-111i=1I1=11I-III--_- -111_II=III=111-�-I I 1=1I11=111�111 1 I 1 1 I I=III-III=1 I I-111=1I11=11-1 I_1II=111=11�_I-_111-ill !11-! -1� la I E1 111=1L=!II=1 !-Ilr-i -111 L 1_III I I III_11�_lI 1 III-111-111 !I ! 1 ! 111-111 1 - - - - - - - - - - - _ _ _ _ -I '= T - - - - - - - - =1= - - _! != 1= 1= =1 =11 _! ! -1=ITI -! =1 ! =1 ! !=1 !=Tr=11 I ! 1=1 =111=1 =1 !=111=! 1=11 !=1 ! 1=! ! !_l I 1=I I 1=11 ! ! 1=111=111=1 (-� 11=!I!=L1=1 =11 1_I f=11=11� 1I=11_T 1T=!1=T _III_1T_ 1=1I1-I T Illi III_III_I _1If_III_Iff_III I IIf_IT_I III _ II III.I- _ I_� I fT= _ =I _ _ _ = 1= _, _ I_ _ _ _ _ __ _ _ _ _ - -II- I I- �n _ -_ - - 1=1 =1 - I_I I_I _III -I I__II__I I_I-1I-III-, _ _ 1 1j III 111 1 1 1! 1 I1 11 j1 1j1 1-- 1-11 l (l 1I111' 111111 II11 111 I=III=111 1 III=III=III=111) I 1 1=III=1 i l-1 I =III=III=� 11=III=III=III=1 �=III=III=III=III-1 i—III=III=III=i' J I=III=III=III=Ili I l i_I I I—III—i l l_I I I_I - =II _I _III = 1=1 1=1 I 1=1 1=1 I 1=1 1=1 I I —III —I I_I I_I I_I I_I I —III_ BUILDING SECTIONS 2 BUILDING SECTION GRAPHICSCALE A300 R300 SCALE: i/8'-V' 0 r V 1P J .N 0. MINIMUM AREA OF BEARING SURFACE OF CONCRETE THRUST BLOCK (IN SQUARE FEET) 4" SOIL COI SAFF SFAPoNO L040(PSFJ 05 1.0 0.5 0.5 5—u a/io/e J0,000 1,5 20 1.0 0.5 4, 000 2.0 0.5 1.5 1.0 Aym saM J." 2.5 J5 20 1.0 ^ 2,000 30170 4.0 20 So/f Noy 1, 000 MAXIMUM WATER PRESSURE - 200 PSI (140,620 KG/M"2) UNDISTURBED MATERIAL 90•. 46•. 22-1 /2• OR 11-1 /4• BEND THRUST BLDCK NOTE6� 1. A THRUST BLOCK SHALL BE INSTALLED AT ALL WATER MAIN BENDS, END CAPS, AND TEES. SEE CIAL PUNS FOR ADDITIONAL THRUST BLOCK DE AILS. 2. PRECAST THRUST BLOCKS ARE P141 ACCEPTABLE. 3. USE MEGA -LUG RETAINER GLANDS AT ALL FITTINGS. 4. PLACE 3 MIL. (MIN.) POLYETHYLENE SHEET BETWEEN ALL CONCRETE THRUST BLOCKS AND PIPE AND/OR FITTINGS TO PREVENT BOND, 5. CONCRETE SHALL NOT COVER BOLTS, ETC. OF FIITINCS. 6. SEE CIVIL SHEET D-2 FOR GENERAL WATER MAIN NOTES. THRUST BLOCK DETAIL NOT TO SCALE O+1' BUILDING UNPAVED RESPONSIBLE FOR SITE MOUND SLIGHTLY AWAY CONTRACTOR SHALL BE FROM BUILDING; SEE CIVIL GRAOINO PLANS. COMPLYING WITH OSHA VOSHA REGULATIONS 3 FINAL BACK FILL MATERIAL TO MEET -` STRUCTURAL BACK FILL REQUIREMENTS AS SPECIFIED ON 1. DRAWINGS AND IN THE SPECIFICATIONS. PLACE LIFTS AND COMPACT PER STRUCTURAL SPECIFICATIONS u USE ON SITE SANG FILL INrtwL 2" FOR HAUNCH NO AND BACKFILL -. INITIAL BACK FILL. 0 PIPE SHALL HAVE NO HAUNCHING LESS THAN TWO BRASS Y WEDGES INSTALLED AT ({` EACH JOINT. UNDISTURBED MATERIAL � IIIL y DUCTILE IRON, CLASS 52 EXCAVATE TRENCH TO SUPPORT COMPACT UNDER PIPE BELL. JOINTS, AND PIPE EQUALLY PROVIDE MIN. 6" SAND CUSHION OVER LEDGE TYPICAL WATER TRENCH DETAIL NOT TO SCALE GENERAL NOTES: - A. THE UNDERGROUND DOMESTIC WATER PIPING MAIN SHALL BE EXTENDED INTO THE BUILDING BY THE SITE CONTRACTOR. B. SITE CONTRACTOR TO TERMINATE WATER SERVICE INSIDE WATER SERVICE ENTRANCI ROOM AT 24" AFF WITH A COMPANION FLANGE AND FLANGE CAP THAT IS PLUMB AND LEVEL WITH THE FINISHED FLOOR. COORDINATE WITH THE MECHANICAL CONTRACTOR ON THE FLANGE BOLT PATTERN. C. RESTRAIN THE RISER SECTION IN ACCORDANCE WITH NFPA 24 BY USING THREADE RODS OR LISTED LOCKING RING RETAINER GLANDS. D. THE MECHAIJICAL CONTRACTOR SHALL PROVIDE A SADDLE TAP OFF THE DUCTILE IRON PIPE, UPSTREAM OF THE FLANGE FOR THE DOMESTIC WATER SERVICE. E. SEE WATER TRENCH DETAIL AND THRUST BLOCK DETAILS ON THIS SHEET. i0 FIRE ALARM SYSTEM TO NFPA11 ROW SWITCH SPRINKLER SYSTEM WATTS SERIES LF009 .INSPECTION TEXT HIGH HAZARD BACKFLOW PREVENTER'. DRAIN ASSEMBLY WITH SIGHT GLASS, ". ORIFICE SIZED TO WYE STRAINER.. WATTS SERIES GIVE FLOW EQUAL TO SMALLESTSPRINKLER F'1 LTTSITHE BALL VALVE (TYPICAL) - SYSTEM. DCW TO PLUMBING FIXTURES jl CHECK VALVE TO FOC FIRE DEPARTMENT I -�CONNECPON (TYPICAL) i II j CONTROL VALVE ii r BACKFLOW FOR BACKROW I PREVENTER ISOLATION �III`-y MAIN DRAIN I REMOTE READER, u o III J LOCATE NEAR ELECTRIC METER COMA E III ENTER FORWARD FLOW EST (NORMALLY CLOSED) PIPE SUPPORT. PROVIDE N NECESSARY TO PROVIDE ADEQUATE SUPPORT. / WATER METER MAXIMUM DEMAND GPM PLUMBING RESSURE GAUGE �I _fo h7_1 CONTRACTOR SHUTOFF / VALVE III ., --__FINISHED FLOOR I WATTS SERIES 223 PRESSURE REDUCING VALVE D.I. SERVICE ENTRANCE DOMESTIC WATER ENTRANCE DETAIL NOT TO SCALE NOTES: I. COORDINATE LAYOUT OF VALVES, PRESSURE REDUCER, AND BACKFLOW PREVENTER PRIOR TO INSTALLATION. 2. SUPPORT ALL PIPING, VALVES, AND ACCESSORIES IN AN APPROVED MANNER TO ALLOW FOR NECESSARY EXPANSION AND CONTRACTION. 3. WATER METER AND REMOTE READER SUPPLIED BY THE BURLINGTON WATER DEPARTMENT AND INSTALLED BY THE PLUMBING CONTRACTOR. ELECTRICAL CONTRACTOR TO WIRE FROM THE REMOTE READER TO THE WATER METER. 4. WATER METER TO BE INSTALLED IN THE HORIZONTAL POSITION. RECEIVE[ MAR 0 6 2012 City of So. Burlington ISSUED FOR PERMIT JUNE 3, 2011 REV. FEB 29, 2012 IJ Pearson & Assodates BURLINGTON AVIATION TECHNOLOGY CENTER VERMONT FLIGHT ACADEMY AT B.I.A. SOUTH BURLINGTON VERMONT A1105.00 ASNOTED 'L. _ c'1LM reRmn arMew Oa�n:m PLUMBING DETAILS Pi00 DUMPSTER LOCATION WITH ENCLOSURE Retention Basin 18 CPEP DRIVE Floor 5eedmg ee List) CULVERT 13 Gibi PROPOSED P ING Retention Basin seasonally Flooded Zone + + N Seeding (see List) + + VALLEY WEST APRON i O + ' + C 8 21 Pist-b + NA ROQ0S + + F� c?/ + + B GF `s< t PROPOSED AVIATION 12 Abc b TECHNICAL SCHOOL AND CB-1 VERMONT FLIGHT ACADEMY D B +\ 5 Mass EXISTING 1 TURBINE 1 1 ^ � ss SS —Ss —SS 1 1 For derail in this area 1 ` - See enlarged plan Of entrance area 3 Ater 2 Coal 2 Armea Annev oN 1I +�\ shot 2l2 3iPisstb--A 2 Flat -A 2 Pist-A 4 Plst-A + 1 1 2 Pist-A I II \ + Core 3 Core + 1 \ 2 Coal Sadi \ C + 2 S I 2 Coal + + + + + + D Us H 3 Plat -A * 4�1 ~ Core — + + \ \ Prst-A EP S d` \\ k. � � 5 Mesa Ilveb w Coal ♦ + \\ �J• Ilvej C 2 Core 2 1lvl 7By tention B sin 2 Pist-A \ Cp Seasonally looded Zone Pist-A 5eedmg ee List) Coal IWeb F2Core + +tPist-A '•c^2 Core \ 6 Ahco-b 2 Arer 2Core +Retention asm SadiSadi Core 3 Arar 3 Coal + 3 Qubi Floor 5 mg (See last) 2 Pist-A \\ \ \ \ ! -CLASS II WETLAND - Coal + Ilvej 2 Armea \ \ \ 2 Coal Sadi + Pist-A \\ \ J Armev \ i2 Core 9 Qubi I 10 Qubl EAGLE DRIVE '. Ilveb 4 Pist-A \\ j 2 Arar ER 1/ OS lived 2 Coal 2 Pist-A 3 Coal Core Ilveb nnea 2 Pist-A 2 Armea 2 A 2 Care Ilvej "PLANT LIST 1 2 PW-A 2 2 Sadi Pist-A PiArar st-A Core Sadi Pis[ -A Sadi o Coal 2 Arar Coal PiM-A L15T OF SEED MIXES FOR 5TOKMWATEK RETENTION BASINS Pist-A 2 Pist-A 2 Armea Pist-A rmev Retention Basin Floor 5eedmg 2 lived 3 Pist-A 3 Care 2 Pit ARetention lyB sin eaoudad Zone Creeping Foxtail Vlrgima Wild Rye Giant Bur Reed 5eedmg (see List) Fowl Bluegrass Nodding Bur Mangold Fox Sedge Blue Vervain Soft Rush Green Bulrush Tlcklegrae5 --- 5quare Stemmed Monkey Flower Rough Leaved Goldenrod _ Seasonally flooded Area Annual 4 Perennial Mix --'- Retention Basin Flat Top Aster New England Aster New York Aster Floor 5eedmg (5ee List) Swamp Aster Swamp Milkweed White Turtlehead Fox Sedge Vlrgima Wild Rye Pennsylvania Smartweed Nodding Bur Marigold Shelter Switch Grass Bristly Sedge Shallow Sedge KEY QU SCIENTIFIC NAME COMMON NAME SI E/SP . Acfr 15 - _ Acer x freemanii'Autumn Blaze' Autumn Blaze Freeman Maple 3-3.5 in., T&B ' Gibi 13 Ginko biloba'Autumn Gold' Autumn Gold Ginko 2.5-3 in., B F Mass 18 Malus sargentii Sargent Crabapple 3-3.51n., B& Qubi 22 Quercus bicolor Swamp White Oak 3.3.5 In., B&B Abco 20 Ables concolor Concolor Fir 8-10 8., 8&B = F Pista 47 Pinus strobus Eastern White Pine 45 ft., B&B Pist-b 21 Pinus strobus Eastern While Pine 6-7 ft. B&B Arar 13 Aroma arbu08oia'Brilliantlssims Brilllantlssima Red Chokebeny 5 gal. Armea 10 Aronia melanowrpa'Aulumn Magic' Autumn Magic Chokeberry 5 gal. Armev 6 Aronia melanocarpa Viking' Viking Purple Chokeberry 2 gal. g Coal 22 Comus alba'Sibenca' Red Stem Dogwood 3 gal. e w Core 24 Comus racemosa Gray Dogwood 3 gal. lived 10 Ilex verticillata'Berry Heavy Berry Heavy Winerbeny 3 gal. lvej 3 Ilex verticillata'Jim Dandy' Berry Heavy Winerbeny 3 gal. Sadi 10 Selix discolor Pussy Willow 3 gal. Michael Lawrence Associates landscape Architects / Site Planning Consultants .uee�nrvm Notes ECEIVED JUN 0 3 2011 V of So. Burlington BURLINGTON INTERNATIONAL AIRPORT BURLINGTON AVIATION TECHNICAL SCHOOL AND FLIGHT ACADEMY South Burlington, Vermont Landscape Plan Scale P-40' June 3, 2011 Sheet 1/2 BURLINGTON INTERNATIONAL AIRPORT SOUTH BURLINGTON, VERMONT BURLINGTON AIRPORT ()) U \\ fill 1 I � � �i PROJECT LOCATION `� ' I r P VICINITY MAP NOT TO SCALE BURLINGTON AVIATION TECHNICAL CENTER AND VERMONT FLIGHT ACADEMY INDEX OF SHEETS SHEET NO. DWG NO. TITLE 1 G1 COVER SHEET 2 181 INDEX OF STANDARDS AND LEGENDS S BPI SKETCH PLAN, LOCATION MAP 4 MD1 SITE DETAILS 5 GPI GRADING AND DRAINAGE PLAN 8 LL1 LANDSCAPE PLAN 7 LL2 ENLARGED LANDSCAPE PLAN AND DETAILS 8 SE7 SITE PHOTOMETRIC INFORMATION 9 TS1 TYPICAL. ROADWAY SECTIONS 10 T82 TYPICAL ROADWAY SECTIONS RECEIVED JUN 0 3 2011 City of So. Burlington ISSUED FOR PERMIT JUNE S, 2D11 LEGEND OF PROPOSED FEATURES PROPOSED BENCHMARK ® PROPOSED CATCH BASIN (SQUARE) ® PROPOSED CATCH BASIN (ROUND) © PROPOSED COMMUNICATION MANHOLE C� PROPOSED DRAIN MANHOLE (DMH) O PROPOSED ELECTRICAL MANHOLE 1 PROPOSED GUY POLE PROPOSED SURVEY POINT L� PROPOSED NATURAL GAS MANHOLE PROPOSED HYDRANT U PROPOSED SANITARY SEWER MANHOLE (SMH) �- PROPOSED SINGLE POLE SIGN PROPOSED DOUBLE POLE SIGN OT PROPOSED TELEPHONE MANHOLE PROPOSED UTILITY POLE PROPOSED WATER SHUTOFF D-1 PROPOSED GATE VALVE t PROPOSED FLOOD LIGHT PROPOSED LIGHTED BOLLARD PROPOSED DRAINAGE FLOW moo❑ PROPOSED LIGHT POST i00 — 98 — X 95 5 — cuts — - -. OHE UGE — CATV T- ucrr _s w- 1m w rr - X—X—x—x— THE FOLLOWING VTrans SPECIFICATIONS APPLY TO THE PROJECT: SPECIFICATION DESCRIPTION SECTION 201 CLEARING SECTION 203 EXCAVATION AND EMBANKMENTS SECTION 204 EXCAVATION FOR STRUCTURES SECTION 301 SUBBASE SECTION 404 BITUMINOUS SURFACE TREATMENT SECTION 406 BITUMINOUS CONCRETE PAVEMENT SECTION 501 STRUCTURAL CONCRETE SECTION 507 REINFORCING STEEL SECTION 601 CULVERTS AND STORM DRAINS SECTION 604 DROP INLETS, CATCH BASINS, AND MANHOLES SECTION 605 UNDERDRAINS SECTION 613 STONE FILL, RIPRAP, AND SLOPE PAVING SECTION 616 CURBS AND GUTTERS SECTION 617 MAILBOXES SECTION 618 SIDEWALKS SECTION 619 MARKERS SECTION 621 TRAFFIC BARRIERS SECTION 646 REFLECTORIZED PAVEMENT MARKINGS SECTION 649 GEOTEXTILE FABRIC SECTION 651 TURF ESTABLISHMENT SECTION 675 TRAFFIC SIGNS SECTION 728 GUARDRAIL, GUIDE POSTS, AND BARRIERS CIVIL LEGENDS PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROPOSED SPOT ELEVATION PROPOSED DITCH/SWALE PROPOSED EDGE OF WETLAND PROPOSED DEMOLITION WORK PROPOSED LIMITS OF CONSTRUCTION PROPOSED NATURAL GAS PROPOSED OVERHEAD POWER PROPOSED UNDERGROUND POWER PROPOSED CABLE TV PROPOSED OVERHEAD TELEPHONE PROPOSED UNDERGROUND TELEPHONE PROPOSED SANITARY SEWER PROPOSED WATER MAIN PROPOSED STORM DRAIN PROPOSED FOOTING UNDERDRAIN PROPOSED ROOF DRAIN PROPOSED FIRE PROTECTION PROPOSED FENCE (BARBED WIRE) PROPOSED FENCE (CHAIN LINK) PROPOSED FENCE (WOODEN) PROPOSED SILT FENCE PROPOSED TREE LINE LEGEND OF EXISTING FEATURES EXISTING BOUND - - EXISTING MAJOR CONTOUR EXISTING BENCHMARK EXISTING MINOR CONTOUR EXISTING SURVEY POINT EXISTING DITCH/SWALE EXISTING CATCH BASIN (SQUARE) EXISTING WETLAND BOUNDARY EXISTING CATCH BASIN (ROUND) EXISTING SPOT ELEVATION EXISTING DRAIN MANHOLE (DMH) EXISTING NATURAL GAS EXISTING ELECTRICAL MANHOLE EXISTING OVERHEAD POWER DUSTING GUY POLE EXISTING UNDERGROUND POWER EXISTING HYDRANT EXISTING SANITARY SEWER EXWM NATURAL GAS MANHOLE EXISTING STORM DRAIN EXISTING SEWER MANHOLE (SMH) EXISTING WATER MAIN EXISTING CABLE TV EXIISTIING SINGLE POLE SKHN EXISTING OVERHEAD TELEPHONE EXISTING DOUBLE POLE SIGN EXISTING UNDERGROUND TELEPHONE EXISTING LIGHT POST EXISTING GUARD RAIL EXISTING DRAINAGE FLOW EXISTING FENCE EXISTING CONIFEROUS TREE EXISTING CHAINLINK FENCE EXIST DECIDUOUS TREE E EXISTING WOODEN FENCE EXIST NG WETLAND EXISTING TELEPHONE EXISTING TREE/SHRUB LINE EXISTING UTIM POLE EXISTING WATER SHUTOFF EXwnw GATE VALVE EXISTING WELL EXIST9NG BOLLARD RECEIVED JUN 0 3 2011 City of So. Burlington v'l 55 Green Mountain Drive South Burlington VT U.S.A. 05403 ,. Tel. 802.864.0223 foy. 802.864.0165 — - rm.stentmoom cwwft 1w TM contractor eboll verify — be meponslme for all dimeneiam. W NOT scale Um al—ing - any errors or omissions shall be *ported to St.— uriMoul delay. The Copyrights to all designs and draeings arc the property of St.—. Beproduatwn o se far any purpose other than that aatha i:ed by Stantec is forbidden. Colwdmna i \ LOW Nft yt� By Mpdw.MM.DO hetled By row. Y7MM. 0D le nw 02-61- Index t lsgend.deg Dwn. Chkd. Dsgn. W.MM.DD Pelnd-sew ISSUED FOR PERMIT JUNE 3, 2011 CInlNyed BURLINGTON INTERNATIONAL AIRPORT BURLINGTON AVIATION TECHNICAL CENTER AND VERMONT FLIGHT ACADEMY sash w.rmL V«mar INDEX OF STANDARDS AND LEGENDS PodNL I11:116 1Y6310689 NONE Owe1r14 !W ReoYe� IS1 2 d 10 0 -_WtN�SKI RNER • �.\,�` /' /�� / � `ram ff r VERMONT ARMY NATIONAL GUARD- �/ AVIATION FACILITY 1jt X. 4P AIRPORT �\ ZONE AIRPORT ZONE AIRPORT BOUNDARY K \ V AIRPORT NATIONAL AIR ��;\ / .4 INDUSTRIAL NATIONAL GUARD \ ZONE +► MIXED INDUSTRIAL - I p 4 (TRUE) 0 500' 1000' ~ COMMERCIAL ZONE L> A � t AIRPORT I ZONE AIRPORT \ f :... ,...... INDZONEIAL A \ - - .,✓l- PRATP & WHITNEYEY VALLEY - \� HERITAGE WEST \ APRON LOCATTIION � _.. --� r -fi V'.\\ MIXED I �y O �- POTA51{ BR t' \� INDUSTRIAL - I ♦ `� OOK i ACOMMERCIAL / ZONELASS * WETLAND GLE DRIVE ` / CLASS II AIRPORT IN r TRIAL ZONE;.. /y �•�S �` c ��P WETLAND I ZONING BOUNDARY re\ •. 2 q MIXED INDUSTRIAL -I COMMERCIAL ZONE C RIAL A/ ✓- ��I I 'I\NO���� MIXED INDUIT- OMMIAL ZONE z lr skacemmttig8olMme Ym 55 Green Mountain Drive South Burlington VT U.S.A. 05403 Tel. 802.864.0223 Fax. 802.864.0165 _'tent_. the C•n n- shad ve , and be responvbl. for aX d -ion,. DO NOT xal, the droving arty errors ar om,e ons shall b, neport,d to slonix thout delay. The Capyrghts to h designs and drawings am the property at Start,,. Repraducti n o for any purpox other tM, Mat authorted by Start. is forbiddenLow GlX16OIt8Tlt8 \ 11 OF RECORD: CITY OF BURLINGTON, BURLINGTON INT'L AIRPORT 12DO AIRPORT DRIVE #1 SOUTH BURLINGTON. VT 05403 APPLICANTS: CITY OF BURLINGTON. BURLINGTON INT'L AIRPORT 1200 AIRPORT DRIVE #1 SOUTH BURLINGTON, VT 05403 BURLINGTON SCHOOL DISTRICT 150 COLCHESTER AVENUE BURLINGTON, VT 05478 OWNERS OF RECORD OF CONTIGUOUS PROPERTIES: SEE LIST PROVIDED WITH APPLICATION INN NO SUBDIVISION IS PROPOSED FOR THIS APPLICATION. THE CITY OF BURLINGTON, BURLINGTON INTERNATIONAL AIRPORT WILL BE THE OWNER OF THE PROPOSED AVIATION TECHNICAL CENTER BUILDING AND ALL ASSOCIATED LAND. THE CO -APPLICANT, BURLINGTON SCHOOL DISTRICT. WILL BE THE INTENDED LESSEE OF THE NEW FACILITY. RECEIVED JUN 0 3 2011 City OfSo-. Buft, #on f By Pppd. rv.Mu.OD By Appd. W,MM.DD Flle Nama: 03-SPl-S'd,pWAn - Onn. Chkd. Dsgn. 17MM.OD Plmi,SBd ISSUED FOR PERMIT JUNE 3, 2011 aelllP *d BURUNGTON INTERNATIONAL AIRPORT BURLN GM AVIATION TECHNICAL CENTERAND VERMONTFUGHTACADEMY ttam &dn0^ Vw#nom Tide SKETCH PLAN LOCATION MAP PlcWNM Sob Imam 1•=500' Dmii 1pNa Shot Reww1 SP1 3 at 10 0 TEMPORARY I TERMINAL 10'-0" MAX 10'-0" MAX 10'-0" MAX 10'-0" MAX10'-O" MAX "y POST I INTERMEDIATE BRACE e OR PULL POST ' +e �O EXISTING FENCE �S Pos TI •i'A�1 ��'. GRASS AREA TENSION BANDS EXISTING PAVEMENT, PREFlNISHED AND LETTERED SIGN. SIGNS TO BE NOT TO BE DAMAGED SPACED AT INTERVALS OF APPROXIMATELY 1,000 FEET (OR AS DIRECTED BY THE ENGINEER) AND ADJACENT TO ACCESS GATES. SEE FENCE SIGN DETAIL THIS SHEET TEMPORARY SECURITY FENCE N. T_S OUTSIDE n U 10'-0" MAX. 10'-O" MAX. -3 STRAND 12 i/2 G.A. BARBED WIRE MOUNTING (yp_) (ttP.) BRACKET (45') 1 5/8"0 TOP RAIL 3" 0 CORNER, GATE AND TERMINAL POST WITH CAP INSIDE 1 -0 NO. 9 G.A. CLIPS 2'-0" 2 1/2"0 LINE POST O.C. MAX. RAILS 1'-0^ (ACORN), ttP. D.C. MAX. (POSTS) 9 GAUGE BLACK VINYL COATED, STEEL FABRIC 2" MESH 1 5 8"0 BRACE RAIL STRETCHER BAR ' tR BANDS 2" MAX NO. 7 G.A. 1/4"x3/4" BAR STRETCHER 1 "MIN TENSION WIRE iii 'I !! I I I III PREFlNISHED AND LETTERED SIGN. VTFSIGNS TO BESPACED AT INTERVALS OFOST DETAILAPPROXIMATELY 1,000 FEET (OR AS HEETDIRECTED BY THE ENGINEER) AND u ADJACENT TO ACCESS GATES. SEE FENCE SIGN DETAIL THIS SHEET CHAIN LINK FENCE N.T.S WARNING MOUNTED BRACKET BARBED WIRE (45') NMI. SIGNS TO BE OF DURABLE METAL WITH BLACK LETTERING FEDERAL LAW ON WHITE BACKGROUND, PER AIR SIDE NO. 4 GAGE TIE WIRES OR CUPS -t' o" - --- POST DIA. AS INDICATED SPECIFICATIONS. ATIONS. BANDS PROHIBITS ABOVE AND BELOW 1'-2" O.C. MAX -APPROX. 2" BEVEL UNAUTHORIZED ENTRY "WARNING" TO BE RED. INE T INSTALLED AIRPORTTOPSOIL INSIDE OFDRUM PROPERTY & SEED AS REO"D.(TYP.) FENCE SIGN 55 GALLON DRUM ; N.T.S FILLED WITH CONCRETE 1._6.. N TRESPASSING 8" WELD BOTTOM SPACED ATL90'ENTERVALSOTO PROVIDE VIOLATORS WILL BE INTERNATIONAL ORANGE (TYP) STABILIZATION FROM JET BLAST PROSECUTED • " ULTRA BRIGHT WHITE (TYP) MAX PSI B" C4.000 ONCRETE 8" _ 12"0 SONOTUBE FOR ALL LINE POST EXISTING PAVEMENT NOT TO BE DAMAGED SIGNS TO BE OF DURABLE METAL WITH RED LETTERING ON WHITE BACKGROUND, PER 18"0 FOR ANGLE, CORNER, TERMINAL OR GATE POSTS CONTRACTOR RESPONSIBLE FOR ANY PAVEMENT DAMAGE CAUSED BY HIS SPECIFICATIONS. PROVISION AND INSTALLATION OF SIGNS TO BE INCLUDED IN PAY ITEM F-162-5.1 PERSONNEL AND/OR EQUIPMENT BARREL PAINT TEMPORARY SECURITY FENCE POST SUPPORT FENCE SIGN FENCE/GATE POST WT.S N.T.S N.T.S N. T.S -BIORETENTION PLANTINGS, SEE LANDSCAPING PLANS FOR PLANTING SCHEDULE SOIL, SEE PLANTING NOTE 1 --NATIVE, UNCOMPACTED SOILS BUILDING SITE BIORETENTION BASIN N. T.S mowommi" IFA 55 Green Mountoin Drive South Burlington VF U.S.A 05403 Tel. 802.864.0223 Fax. 802.864.0165 __tontecmm Th. C holl verify ona be responsib for d amanei W NOT scab Me drawing - arry ertors or o".*n. andi M reported to stow« without dray. TI. C . Reprodu .11 designs end rawhgs are Me property of St.ntauthadred by Stanfec b forbi�en. y puryoee otM than Mat Ct11dY10 - _r\\ LOW lift RECEIVED JUN 0 3 2011 City of So. Burlington ey Appd. W.MY.DD Iegued By Aypd. W.MM.DD l ilo Nama: DJ-MD1-Miwellaneous Detnilcdwg Dwn. Chkd. Dsgn, W.MM.DO P&Tnk &W ISSUED FOR PERMIT JUNE 3, 2011 �Ma BURLINGTON INTERNATIONAL ANiPORT BURLINGTON AVIATION TECHNICAL CENTER AND VERMONT RJGHT ACADEMY 8111110 Buinbn vnnnl MISCELLANEOUS DETAILS I*dIk 66 tYB8106l8 AS NOTED u.rl�wo, rr�s nrr. MD1 4 r 10 0 • . { —{ PROPOSED 12" D.I. WATER LINE o e 1 1 o e I 1 e O- ti h � / / L \i N '♦11 hl `I I 1 • I I I 1 • • I SL7 +k 1 o w 1 `snE•�IaEEIE{E a•we , �— e �\O DI_ DI-8 15� 3 CPEP 00 I — SL I 15" CPEP (SL) � 15' C DI-7 (SL) oy^ 5' 3+00 DI-1514+00 515+00 • TO PROPOSED 8' SANITARY SEWER Fl1flf7Y � / \� •i/YiMI i CHAN/COVER++T TOGRIM E / DUMPSTER LOCATION WITH ENCLOSURE N � . vEluar•rrrArIIIIIIaE I s DMH TO Gi 1110110.OM7111O1 l�/YO�LCN1�\IYp 11MIONi 11!•N►A0�11�1► !1{•ncm1mvr{EIEEEYa 55 Green Mountain Drive South Burlington VT U.S.A. 05403 Tel. 802.864.0223 Fo.. 802.864.0165 wen.staMec.com shmac CAPMThe poa hall .eery and be re,pon, ele for all dm.nemne. w NOT scale the drawing — any errors or amieerone ehall be reported to Slantec without delay. The Copyrights W all design, and drawings ore We properly or St,M— Reproduction or use for any p.M.m other than that authwized by Stantec i, foNidden. Ca1rd0Ellt � _.a..twe•rlll Lwd mm SEE LANDSCAPE PLAN LL7 FOR PARKING LOT LAYOUT AND NUMBER OF PARKING SPACES. RECEIVED JUN 0 3 2011 City of So. Burlington nie Name: 08—GPI—Grading ane dralnag,"g Dwn. Ch4d. Non. rrMM.OD PE111{��% ISSUED FOR PERMIT JUNE 3, 2011 BURLINGTON INTERNATIONAL AIRPORT BURLINGTON AVIATION TECHNICAL CENTER AND VERMONT RJGHT ACADEMY eDm &Erma VwffM GRADING AND DRAINAGE PLAN Pmpd ND. SCIb Imlom AS NOTED ftft ND. am IbrYlan GP1 5 of 10 0 ARBORVE GREEN FLAT WOVEN POLYPROPYLENE STAKING MATERIAL-3/4IN. WIDE, 900 LB. BREAK STRENGTH 12/TRM FASTEN ARBORTIE TO STAKES, WRAP OVER ROOT BALL TO KEEP TREE FROM ROCKING (4)2"X2'X2'L HARDWOOD STAKES DRIVEN (MIN. 189 FIRMLY INTO 5UB- GRADEFRIOKTO ' BACKPIWNG UNDISTURBED SOIL SOIL MW . TAO PARTS -� IXCAVAT[D SOIL AND ONE PARE DUivI oN INRRVM[ DO-. oR aPrRov[D rouN.. - �l. Twr To RB.1DV[ AK fOCR[t9. WARR THOROUGHLY. SECTION PLUMB TREE -TREEGATOR 5LOW-RELEA5E 15 GAL. WATERING BAG JR PRO OR APPROVED EQUAL. I I/TREe) 3" MULCH - DO NOT APPLY Dr MOUND AROUND TRUNK FORM 4" SOIL SAUCER , FIN15H GRADE CUT AND BEND BACK WIRE, PEEL BURLAP FROM TOP 113 OF ROOTBALL DIA. BREAK APART EDGE OF EXCAVATION W5HOVEL NOTES: I . PLANT TREE 50 THAT TOP OP ROOT FLARE 15 EVEN WITH THE FIN1511 GRADE. 2. STAKING AS REQUIRED ONLY IN SITUATIONS WHERE 115 WILL BE SUBJECTED TO WINDY CONDITION5 AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. 3. TREES SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING, 4. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE. STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. Evergreen Planting Detail No Scale ARBORTIE GREEN FLAT WOVEN POLYPROPYLENE STAKING MATERIAL - 3/4 IN. WIDE. 900 LB. BREAK STRENGTH I2RREEI FASTEN AR501 IE TO STAKES, WRAP OVER ROOT BALL TO KEEP TREE FROM ROCKING (4)2'X 2'X 2'L HARDWOOD STAKES DRIVEN (MIN. 161 FIRMLY INTO 5UB- GRADE PRIOR TO BACKFILLING UNDISTURBED SOIL TRIM DECIDUOUS TREES TO PROVIDE 6 FT CLEARANCE ADJACENT TO 51D[WALK5 AND PARKING AREAS PLUMB TREE TRUNK - 20 GAL. TREE GATOR WATERING BAG OR APPROVED EQUAL (I/TREE) 3' MULCH - DO NOT APPLY or MOUND AROUND TRUNK FORM 4' SAUCER - FINISH GRADE BACK WIRE, PEEL BURLAP FROM =DLL MW - MO rARIS �_i7T?T -TTT TOP 1 /3 OF ROOTBALL FXOAVARD 901E AND ON[- IRIRIINGTONINRRVAILCOMP09T. U1 OR APPROV[D[OVAL.- raMr TD Remove AIK rocRer9. 2 X BALL DIA BREAK APART EDGE OF NARK THOROUGHLY. EXCAVATION W5MOVEL NOTE51 SECTION 1. PLANT TREE 50 THAT TOP OF ROOT FLARE 15 EVEN WITH THE FINISH GRADE. 2. STAKING AS REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. 3. TREES SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. 4. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. Tree Planting Detail No Scale ON , (D O O Sedum Planting in ral5ed curbed bed 3' MULCH - DO NOT APPLY Dr MOUND AROUND TRUNK FORM 4' SAUCER 501E MIX -TWO PARTS EXCAVATED 501E AND ONE PART BURLINGTON INTERVALS COMPOST OR APPROVED EQUAL. TAMP TO REMOVE AIR POCKETS. WATER THOROUGHLY. SECTION NOTE5: 1, REMOVE ALL NURSERY TAGS, ROPE, STRING, AND FLAGGING PRIOR TO PLANTING TO PREVENT GIRDLING. 2. PLANT SHRUB 50 THAT TOP OF ROOT BALL 15 EVEN WITH THE FINISHED GRADE. 3. SHRUBS SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. Shrub Planting Detail No Scale 13 O O Rdof U O 101 M3 4� 5edum Planting In ral5ed curbed bed Enlarged Plan of Entrance Area Planting Specification 1. PLANT NAMES INDICATED SHALL COMPLY WITHI'5TANDARDIZED PLANT NAME5" AS ADOPTED BY THE LATEST EDITION OF THE AMERICAN JOINT COMMISSION OF OF HORTICULTURE NOMENCLATURE. PROVIDE STOCK TRUE TO BOTANICAL NAME AND LEGIBLY TAGGED. 2. COMPLY WITH SIZING AND GRADING 5TANDARD5 OF THE LATEST EDITION OF "AMERICAN STANDARDS FOR NURSERY STOCK". 3. ALL PLANTS SHALL BE NURSERY GROWN. 4. PROVIDE PLANTS TYPICAL OF THEIR SPECIES AND VARIETY; WITH NORMAL, DENSELY DEVELOPED BRANCHES AND VIGOROUS, FIBROUS ROOT SYSTEM. 5. PROVIDE ONLY SOUND, HEALTHY, VIGOROUS PLANTS. FREE FROM DEFECTS, DISFIGURING, KNOTS, 5UN5CALD INJURIES, FK05T CRACKS, ABRASIONS TO THE BARK, CROOKED LEADERS, PRUNING WOUNDS GREATER THAN I INCH IN DIAMETER, INSECTS AND DISEASES. G. EVERGREEN TREES SHALL BE BRANCHED TO THE GROUND. 7, PROVIDE ONLY FRESHLY DUG PLANTS. 8. DO NOT PRUNE PLANTS BEFORE DELIVERY. 9. ALL PLANTS SHALL BE LARGER THAN THE MINIMUM 51ZE SPECIFIED. 50% OF THE PLANTS SHALL BE IN THE UPPER HALF OF THE RANGE SPECIFIED. 10. PLACE PROTECTIVE COVERING OVER PLANTS TRANSPORTED IN OPEN VEHICLES TO PROTECT FROM WINDBURN. 1 1. BALLED AND BURLAPPED PLANTS; PROVIDE FIRM, NATURAL BALLS OF EARTH. CRACKED OR MUSHROOM -SHAPED BALLS ARE UNACCEPTABLE. 12. CONTAINER -GROWN STOCK: PLANTS 5HALL HAVE BEEN GROWN IN CONTAINER FOR SUFFICIENT LENGTH OF TIME FOR THE ROOT SYSTEM TO HAVE DEVELOPED TO HOLD ITS SOIL TOGETHER, FIRM AND WHOLE. PLANTS SHALL NEITHER BE 1-005E IN THEIR CONTAINER NOR POT BOUND. 13. SHRUBS AND SMALL PLANTS SHALL MEET THE REQUIREMENTS FOR SPREAD AND HEIGHT INDICATED IN THE PLANT LIST. SINGLE STEMMED OR THIN PLANTS WILL NOT BE ACCEPTED. 14. TIME OF PLANTING - APRIL 15TH TO OCTOBER 1 5TH. 15, BEFORE STARTING WORK, REPORT ANY DEFECTS ON THE SITE SUCH AS INCORRECT GRADING, TO THE LANDSCAPE ARCHITECT. COMMENCEMENT OF WORK BY THE CONTRACTOR SHALL INDICATE M15 ACCEPTANCE OF THE AREAS TO BE PLANTED AND HE SHALL A55UME FULL RESPONSIBILITY FOR THE WORK OF PLANTING. I G. LOCATE PLANTS INDICATED ON THE PLAN IN THE FIELD. IF 0135TRUCTON5 ARE ENCOUNTERED THAT ARE NOT SHOWN ON THE DRAWINGS, DO NOT PROCEED WITH PLANTING OPERATIONS UNTIL THE LANDSCAPE ARCHITECT HAS SELECTED ALTERNATE PLANT LOCATIONS. Sedum " -`- flush W 17. CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO INSPECT ALL PLANT MATERIAL ON SITE TO REVIEW QUALITY, SIZE AND VARIETY BEFORE PLANTING PROCEEDS. 18. PLANT SUBSTITUTIONS WILL BE PERMITTED IF AUTHORIZED BY THE LANDSCAPE ARCHITECT 4 THE CITY OF SOUTH BURLINGTON ARORI5T. 19. IF PLANTS CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY, PROTECT WITH SOIL, WET PEAT M055, BARK MULCH OR IN A MANNER ACCEPTABLE TO THE LANDSCAPE ARCHITECT, 20. STAKE PLANT LOCATIONS AS SHOWN ON DRAWINGS. BEFORE PLANTING. STAKING LOCATIONS ARE SUBJECT TO THE APPROVAL OF LANDSCAPE ARCHITECT. 21 . ALL WORK TO BE IN ACCORDANCE WITH AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS FOR MATERIALS, INSTALLATION AND MAINTENANCE, 22. DIG HOLES AT A DEPTH TO SET TOP OF ROOT FLARE EVEN WITH FINISH GRADE AND TWICE THE DIAMETER OF THE ROOT BALL. 23. SET PLANTS GENTLY IN PIT SO TRUNKS ARE STRAIGHT. 24. PLACE TOP501L MIX IN PIT AND COMPACT. WHEN HOLE 15 NEARLY FILLED WATER THOROUGLY. FILL REMAINDER OF HOLE, BUILD 4 IN. SAUCER EDGE BEYOND EXCAVATION. WATER THOROUGLY AGAIN. 25. DRIVE HARDWOOD STAKES P BEYOND EXCAVATION, TIE ARBORTIE STAKING MATERIAL TO STAKES AND WRAP OVER TOP OF ROOT BALL WITH ONE TW15T AROUND TREE TRUNK. 26. MULCH TREES AND PLANTING BEDS WITHIN 48 HOURS OF PLANTING. 27. SATURATE INSTALLED PLANTS WITH WATER DURING MAINTENACE PERIOD AS OFTEN AS NECESSARY TO INSURE PROPER SOIL MOISTURE. 28, PRUNE TREES AS NECESSARY TO REMOVE DEAD OR INJURED TWIG5 AND BRANCHES, MAKE CUTS JU5T OUTSIDE OF BRANCH COLLAR, 29. MAINTAIN NEW PLANTING AND CONTINUE UNTIL ACCEPTANCE. MAINTENANCE INCLUDES; PRUNING, WATERING, WEEDING, MULCHING, RESETTING TO FINISH GRADE AND VERTICAL POSITION, RESTORING PLANT SAUCERS. 30. CORRECT DEFECTIVE WORK AS SOON AS POSSIBLE AFTER DEFICIENCIES BECOME APPARENT AND WEATHER AND 5EA50N PERMIT. 31. REMOVE AND IMMEDIATELY REPLACE ALL PLANTS DETERMINED BY THE LANDSCAPE ARCHITECT TO BE UNSATISFACTORY DURING THE INITIAL PLANTING INSTALLATION. 32. NOTIFY THE LANDSCAPE ARCHITECT TO INSPECT THE WORK FOR SUBSTANTIAL COMPLETION. WHEN INSPECTION 15 APPROVED, THE OWNER'S REPRESENTATIVE WILL CONFIRM WITH WRITTEN ACCEPTANCE. 33. THE CONTRACTOR 15 RESPONSIBLE TO GUARANTEE ALL PLANT MATERIAL TO BE IN A HEALTHY AND FLOURISHING CONDITION FOR A PERIOD OF TWO YEARS FROM THE DATE OF WRITTEN ACCEPTANCE. 34. REPLACEMENTS SHALL CLOSELY MATCH ADJACENT PLANTS OF THE SAME SPECIES. 35. PLANT STREET TREES ONLY AFTER CONSTRUCTION 15 COMPLETE. 36. CONTRACTOR SHALL REPLACE FAILED OR UNSATISFACTORY PLANTS AT NO C05T TO THE OWNER. Michael Lawrence Associates tand- Ar hitW, / Site Planning Convltants Dyn tFVn Yrrt Dr,wnen v.mm,. ro+A Notes ECEIVI JUN 0 3 2011 of So. Burlington BURLINGTON INTERNATIONAL AIRPORT BURLINGTON AVIATION TECHNICAL SCHOOL AND FLIGHT ACADEMY South Burlington, Vermont Enlarged Landscape Plan & Details Scale 1"-10' pane 3, 2011 Sheet 2/2 I STATISTICS Oe.I, b. SymbN AY9 Mu Mb Me,a6l A191Mn US Apron oN b /00 ❑ 1.2 k 2.7 k 0.1 k 274:1 1201, 3.2 F-Iin9 AN, a1 * 1.1k 4.3k 0.3k 14.31 3.7:1 2.8 ParkbO—R * OAk 21k 0.2k 13.5:1 4.0:1 3.0 Pakb9 Anaa * 1Ak 2.7k 0.9h 3A:1 1.41 IT i ) I\ ELECTRICAL SITE PLAN ' SCALE: 1" = 50' HORIZONTAL SCALE IN FEET 50 25 0 SG 100 150 200 LUMINAIRE SCHEDULE SMm Label ON' Gbb9 Number D..AAon Lamp Rb I— OF Walt LED Cbn—wl60 Cree SA 3 CL1x90LUS— XPG-R4 LEG and Npe4 B0 LED-CREE clmarron 60w A —A. 0.9S 145.9 • lenw. Two —ED Npa N bs boama are a5acbed k the aoor in 1M cenbr antl b.ck poelnon 9B 2 CL1zfi0LU54Kaa LED Cknerron W 60 Cme am1 N XPGR LED, pe4 LED-CREE merlin 60w tl1". A-- 095 291A 0 N. Two—ED booms ere a9ecbed tp 16e IV.ies door b be penbr ana back poeltlone. LED Cbnarron w 6U Cree SC 4 DL1a80.U5K2v XPG-W LEDs aM I,' N LED CREE cl Marron I- Able 0.95 14- bnw. Two 30-LED boerae b Te Npa ILbs are as .d I. be c0nb end beckr poel5ona. O 9E 2 GEM1I61LED GEM BOLLARD DIE CAST ALUMINUM UPPER FOUR (3X3)1S WATT LEDS. RATED AT TA00 Kim LED Gem 2400 SS5 60 HOUSINGAND BA SE. INITIAL LUMENS BOIIeM 80 FOUR 15 WATT LED btl.be DRNERS MOUNTED TO HOUSNG.CLEAR CONICAL GLASS LINEAR PRISMATIC LENS. OVF LED ROADWAY BF 3 OVFAOBLEDEXSU LARGE CUTOFF OVF EDE ftwO 0.95 1. COBRAHEAD LUMINAIRE XSL4.be (6) LIGHTBARS WITH AccuLED OPTICS -TYPE 4 WI SPILL LIGHT CONTROL ABSOLUTE PHOTOMETRY IS —ED ON CALIBRATION FACTORS CREATED USING LAB LUMEN STANDARDS IN GONIOPHOTOMETER WITH TEST DISTANCE OF 2075 FEET O BB T 12B5P STAINlE333TEEl RECESSED CEILING (1)9W CF DlIAQ2P SeP NpeB 525 O.SI 9 LUMINAIRE WM n 1236P.bs TEMPERED GLASS O BC 9 S511P SURFACE CEILING - CriNDRIG4L 3e9e NW C 900 OA, 14 DOWNLIWT ""P, N O BD 1 5TB3MH RECESSED CEILING WALLWASH LUMINAIRE (1)39W T4 GIIS MH Beea NPeO 3300 0.91 OS — —S193MH,W RECEIVED JUN 0 3 2011 City of So. Burlington PERMITTING PLANN 77Kid � W (� Z �ci ZS�yj C J O Qom' 06 w -.0J W m L � V O Q O m L Z a W cL Q Z ry O W w er s U O 025 LL z z O —� Q U R > H- Q o w Z� K O' O� I- O F z J Q Z B CD CD Ui W 1 z, F- E 0 c m a DATE: 6011 SCALE: ASG DRAWN BY: ASG APPROVED BY: EEP DWG. NO. SE-1 SHEET 1 OF 1 PROPOSED FLIGHT AND TECHNICAL CENTER ITEM 618.10 PORTLAND CEMENT CONCRETE. SIDEWALK, 5"—I ITEM 301.26 4" SUBBASE OF CRUSHED GRAVEL,_/ FINE GRADED ITEM 301.35 6" SUBBASE OF DENSE GRADED CRUSHED STONE 1.50' _' 12.00' 12.00' 1.50' H4.00'LDR HLDR. IKE rj!ANE TRAVEL LANE TRAVEL LANE SHLDR. H ) BIKE ITEM 651.35 LwANE 4" TOPSOIL ES SLOP MA1t 02 0.020 0.020 0.09n () 1:12 S�0 (ttP.) 0.020 ITEM 406.25 --- --__ _ -- 4" BITUMINOUS-""-- -------- _ --- CONCRETE PAVEMENT 3.30 REM 616.28 1.5' TYPE III ITEM 301.35 EARTH CAST -IN -PLACE 2.5" TYPE 1 16" SUBBASE OF BORN CONCRETE CURB, DENSE GRADED TYPE A (TYP.) REM 301.26 CRUSHED STONE 7' REVEAL 4" SUBBASE OF CRUSHED GRAVEL. ITEM 203.31 FINE GRADED 6" SAND BORROW REM 406.25 4" BITUMINOUS CONCRETE PAVEMENT 1.5" TYPE III 2.5" TYPE I ACCESS ROAD rL 4.00' 12.00' HLDR. TRAVEL BIKE LANE ITEM 301.26 4" SUBBASE OF CRUSHED GRAVEL, FINE GRADED / I REM �301.35 16" SUBBASE OF DENSE GRADED CRUSHED STONE ITEM 203 31 6" SAND BORROW 2 ACCESS ROAD url is SHLDR. �1:12 BIKE ITEM 651.35 LANE 4' TOPSOIL 0.020 (TYP.) S<0, 4Lu,FS -ITEM 203.30 ITEM 616.28 EARTH CAST -IN -PUCE BORROW CONCRETE CURB, TYPE A (TYP.) 7" REVEAL rL 1.00' VARIES VARIES TRAVEL TRAVEL REM 651 LANE LANE 4" TOPSOIL S61L 0._020 0AO20 (ttP•) V1AA�E5 SLOPE VARIES SLOPE 1:2 REM 301.35 V ITEM 301.26 " 1:12 8' SUBBASE OF 12SUBBASE OFDENSE ITEM 203.30 EARTH GRADED (TYP,) CRUSHED GRAVEL, CRUSHED STONE BORROW FINE GRADED %GRAVEL SERVICE ROAD 20.00' , MATCH PARKING ITEM ITEM 4INOUS TOPSOIL 4" TOPSOIL 3" BITUMINOUSITEM30135 (TYP.) CONCRETE PAVEMENT2" SUBBASE OF 71TI. ITEM 203.30 1" TYPEIIIENSE GRADED EARTH 2" TYPEICRUSHED STONE BORROW .28 4" SUBBASE OF CRUSHED GRAVEL. FINE GRADED TRASH ACCESS DRIVE alrree 0olrlia �M� Yln ��: 55 Green Mountain South Burlington of U.S.A.U.S. 05403 Tel. 802.864.0223 Far. 802.864.0165 - wwslgntec.pom COVA h Tne �onaroaor�s Bray one be .esponalble ror all almen i— DO NOT scale the drawing - arry errors or omissions shall be reported to Suuu. wiUcut delay. The Copynghta to allondesgns and d—mg, — the property of Slat RepItO o for any purpose other than that author zed by Stanlec 's forbidden ConI�YB \ Iw Net RECEIVE JUN 0 3 20il City of So. Burlington By appd. rr.MM. Do By Gppd. rr. WDO Glle Name: 22-TSI I,,- S«Gons.dwg _ Dwn Chkd. Dsgn. WAIADD Permitsaw ISSUED FOR PERMIT JUNE 3, 2011 Clow.grl BURLINGTON INTERNATIONAL AIRPORT BURUNGTON AVIATION TECHNICAL CENTER AND VERMONTFUGHTACADEMY Baps adno , vamwt The TYPICAL ROADWAY SECTIONS ftjod No. Scde 196310699 AS NOTED DMft No. Sheet ReMdm TS1 9 of 10 0 r,vcn,rrvo rnrtnlrv� ufrna� SLOPE LOT LOT STRIP VARIES 1:12 0.020 0�_020 - j- --- REM 406.25 3" BITUMINOUS CONCRETE PAVEMENT ITEM 203.30 1" TYPE III J EARTH 2' TYPE 1 BORROW ITEM 301.26 4' SUBBASE OF CRUSHED GRAVEL, FINE GRADED S<Op �M� yes 1:12 ITEM 616.28 ITEM 301.35 CAST -IN -PLACE 12" SUBBASE OF CONCRETE CURB, DENSE GRADED TYPE A (TYP•) CRUSHED STONE 7' REVEAL n BUILDING PARKM LOT ewr is LOT rk 0.020 651.35 ITEMTOfiPSOIL SOIL 51.35 IPSOIL _4' BUILDING (TyP•) SERVICE ROAD (SEE DETAIL BELOW) ITEM 406.25 3' BITUMINOUS ITEM 618.28 CONCRETE PAVEMENT CASITEM PLACE 1" TYPE III ITEM 301.35 ITEM 203.30 12" SUBBASE OF CONCRETE CURB, EARTH 2" TYPE I DENSE GRADED TYPE A (TYP.) BORROW CRUSHED STONE 7' REVEAL REM 301.26 4" SUBBASE OF CRUSHED GRAVEL, FINE GRADED _EAGLE DRIVE_PARIQNG LOT �J Suk 13 0.00' 0.020 ITEM 406.25 3" BITUMINOUS CONCRETE PAVEMENT 1' TYPE III ITEM 301.35 2• TYPE 1 12' SUBBASE OF DENSE GRADED REM 301.26 CRUSHED STONE 4" SUBBASE OF CRUSHED GRAVEL, FINE GRADED BUILDING SERVICE ROAD ro.r a q REM 301.35 6' SUBBASE OF - DENSE GRADED ITEM 203.30 CRUSHED STONE EARTH REM 301.26 ITEM 610.10 BORROW 4" SUBBASE OF PORTLAND CEMENT CRUSHED GRAVEL, CONCRETE FINE GRADED SIDEWALK, 5" i1 EAGLE DRIVE SZMWMX v e.rf ds 1:12 CUTOFF SWALE 10.00' SLOPE. SHARED USE PATH 1:12 A•? 2' "Ivq AFS 0.020 1:4 -_ \ -- "ITEM 203.30 EARTH ITEM 301.35 ITEM 301.26 BORROW 6' SUBBASE OF I 4" SUBBASE OF ITEM ITEM 6 18.10 DENSE GRADED CRUSHED GRAVEL, ND CEMENT PORCONCRETE CRUSHED STONE FINE GRADED SIDEWALK, 5- SHARED USE PATH - q 10.00 10.00' ACCESS DISCONNECTION ROAD AREA SEOp ITEM 30,.3 ITEM 203.30 ITEM 651.35 8' SUBBASE OF EARTH 4" TOPSOIL DENSE GRADED CRUSHED STONE BORROW (TYP) ��/ DETENTION POND ACCESS DRIVE 0 \ eooW . eureaOar�Be.alee.Ma 55 Green Mountain Drive South Burlington VT U.S.A. /► 05403 T.I. 802.864.0223 Fax. 802.864.01653 Irwlr.sldMec.wm The Com,oam shal ve,fy a be row-siblo N, all dmeomona DO NOT scale the drawing any e,ron or .mason, shell be reported to St. "to, wth- delay. The Copynght, to oll de®gna and drawnga are the property of St"t". Reproduction o for any pu,peae other than Nat authorized by St-bt is forbidden. coma" / \ �7} Low Nmb RECEIVED JUN 0 3 261 City of So. Burlington By Mpd. W.MM.DD Would By Mvd W.MM.DO Fde Nemc. 22-TSI-Tryka1 Secbone.dwg Dwn. Chkd. Dsgn. W.MMOD PWMISba ISSUED FOR PERMIT JUNE 3, 2011 BURLINGTON INTERNATIONAL AIRPORT BURUNGTON AVIATION TECHNICAL CENTER AND VERMONTFUGHTACADEMY 8arh &m*O^ Va1111dd TMe TYPICAL ROADWAY SECTIONS ftO No. scab 19010603 AS NOTED Drawing No. Shea Racism TS2 10 of 10 0 OWNER Burlington International Airport 1200 Airport Drive, Box #1 South Burlington, VT 05403 (802) 863-2874 ARCHnm Freeman French Freeman, Inc. 81 Maple Street Burlington, VT 05401 (802)864-6844 DESIGN/ BUILDER D.E.W. Construction Corp. 277 Blair Park Road, Suite 130 Williston, VT 05495 �L(8� 0022/)��7L6644-2p3119��/� LANDSC PEARCHIIEC Michael Lawrence Associates 8 Linden Lane Essex, VT05402 Phone: (802) 878-2778 CIVIL ENGINEER Stantec 55 Green Mountain Drive P.O. Box 2246 South Burlington, VT 05407 (802) 864-0223 STRUCTURE ENGINEER Stantec 136 West Street Suite 203 Northampton MA 01060-3711 (413) 387-4507 Ext. 4507 MEP ENGINEER Pearson & Associates Consulting Engineers 174 Thomas Lane Stowe VT 05672 802-253-9607 ACADEMY AT ELIA :' '? ►.'� �1 .� . . �. JUNE3,2011 RENDERING GEMMALNDIES MA7F]tIAIS LEGEND SYMBOLS LB31E D 1. ALLWORKTO BE DOIEINACCORDAWEWAISTATEAND LOG1LWOF5MD OEDINYNaS. 2 MLLWatl(PFAPoRIAEDTOBE6AaEPIEDINIUSTIWSTNAAROSAND • PRALTCESGOVFIMNGIHEHWFMOu4LITY0FMORMAWSNIP. G WNaAagtTOODORq MMWRWLR�MMTHEOWN MD THAT OWCPEIE p�----- GRID REFERENCE SCXEDULED MMI NIHESE OOCIIMFMS 4. EXOSENSAN1FMEliGENLYuaaNGAREro BEEDCATFD ASOIRECIEDAND �Otl SPOT ELEVATION MARK REWIRED BY ME" / OR CRY INSPECTORS. TO BE INCLUDED IN EEECTRO L ® BRIX DESIGN POCRWE)ELEVATION 5. ALLE%IEPoOPVAIODBLDCMNGADDALLMOOD INCOMAaMI1N CONL1ElE STABSAI YO BEPR6WRE1RFAM CONCPEiEM0.SONRY MARK MMMM N R CaBPMai a ROOM NAME ROOM NAME AND( OONEDLT THEARCSRTIORTOTHEMARTOF CIXSTRUCIAN ANITOOONSULTNRHTIEAApIDEa REGAARDA ARNROO DSaIFPANLIESIH4T EDaMIHINTHESECONSaUCBONDONMNES ® eAn INSUTADaN 01 NUMBER ROOM SQUARE FOOTAGE T. AYYMFlSVAININiNESELONSIMxTM IMMEDIARAITEDINOFTHEFAROR 150SF CONLICIINGAAEro PERAIIGMro1NE IM1MEDM1EAlIDYIIONOFINF RIGID INWIARW AROIOECTPoRCWBRGVION. B COMPAQORTOCONYFTTNEOM MRAVIOE MBEPEDNOF WME ,M O DOOR NUMBER OMNERAMIHNALIED BYTHEWNRU L SPRAY-APRIEDINSULATION S. COMRMCTOR ISRESPoPLVBIE FDR All FERMIS, FEES, ETC. ASSOa41EDMiX OA INTERIOR WINDOW DESIGNATION iHEDEWIIONMNDCIXMRERONOFALLMMUBL 10. PRCN1KRREINFATEDMDODkO WINPARRROWMREQUMMR EARIN (LETTERED) SEEA7OO MOUMINGOFG81NE15, SIELMNG, GRABBARS,ETC. [� EXTERIOR WINDOW DESIGNATION 11. ALLWOOD FRAMING/ BLOCKING AND UM MASONRY SUFSARE DDMINALUNIESS NOTED ODERMSE aPSUM BOVD (NUMBERED)- SEE ATOD 12. ALLEDOSEDSIEElro BEPNNIID. 2A 10 ALLINIFRIOR%ANpMNS1ON5 FROA FlNISIED FAAE OFWAS,LNO 14. ALL EXTERIOR PUW DIM1EPSIONS FROM EXTERIOR FACEDF MAMING, UDD. ® STEEL —1 TAG - SEE AOOO 1S. THE UMMNGSANI SPECIFICAnONS ARE COMRIMEMARYIO FACN aIER AS REVISION CLOUD DERNFDIN1xEA2O1 GETETAlCWaRONS. NHENIIEAEISCaNC11NG INFORMMROIN BRINGBroTXEATEMIONOFTIEARCHITEa. IFRISNa BODUDIFRI PE,WMD Q REVISION NUMBER 1NEATIEMIQNOFiNEPAdDEa1HE COMRACIORISRESPoA5IBIE RMALL IE ALATEDAM WHEN IONMLLBERFNpfl1Fp BY1HFARCMIECEA AIATEADATE WHEN CTHEMORK1XECaRFACEORNRIBElE1D ® RADMOOD 0200 BUILDINGELEVATION RESPoDSIBLEFORTHENIGNEP COSTOFIIECOMLADMi PE0UMf2rIINT5UHFS5 aNRIREDINMRRINGIIq(lualTxE WNDMCFaCS BIO PRJPoSTI MODp Rt4MING � 1 ' BUILDING SECTION ® WD0DBLWMNG/SMM 1\\P0.30JJ01�� Ae1A WALLSECTION 02 M20 INTERIOR ELEVATION 3 i Pnx Y ` ENLARGED DETAIL 1 ABBREVWITONS ACT AcoNST ..NGRIE Mcn MMTERML AD" AAEItlaMMSa MAX MAXM.M DLiABIMESAa ME. MECHANICAL AFT ABOVE RNSHFIDOR MR MANUFAaL11EA ALUM ALUMINIUM MN MINIMUM APPROX APPROMAMIELY MSC MISCELLANEOUS MD MASaRWOPENING BD BOARD MID MOUNTED BLDG BUILDING MR METAL CID COENERGUARD MC DDIINWNIRMa a CONR0 JOINT NIS NOTMECALE a CEWM LINE aG mum OC ON CENTER CM CIHB m OuDELYMROOFORAN RMU aNCRREMASaNMUNR OFF OFTia COL COLUMN ON OPPOSIIENMM OR DO NC CONCRETE OVERHEAD GO M CONBMIU6 UPP OPPOSRE YDRR COMEDOR ORN a RJRNISHED CPT CARPET GANERMBEAUED a CEDOMCTIE as OMER FURNISHED ORM CON11,0GRNRMI51iD —ID6TAIFD CaaUCMRINSTALIID as NaAaWFINPNI5IFD PL RATE OATE111NSEALIED RWWRUUR RASTICUXRIMIE RUM W PLWMD a DIM DIAMONGFOUMAN METER A PE PREFABRICATED DIM MEI51ON Pa RANTED PANIFD OR DN a MAIL QE QwRmnLE MG xAM RCP RDIEDCUUNGUN P 0IXPANSDOIM N1 RE ROOFOOFOIWN E1/ELEV ELEWnON REF REFEREMI/REFRIGER41OR EME ELECTRIC READ REQUM EMR EM RESIL REMUENr ENGR ENGINEER EQUAL A NEV ROOM EA EQUIP MA ROOM EQUIP EQUIPMENT RU ROUaIORNIDD ENC EIECRICWATBi COaER Ex/FASE EXTERIOR SECT EIR EIR EXTERIOR IXISIINGTOREMMIN SECT SM :ECDOSCHEDULE SNEET SIMIL I'DRE FLOOR GRAIN SPEC SPE SIMILAR SPEDRGDION FRISHFUO MSHFA CABINa STD STEEL R RNISNFLOOR SR STEEL RNFIR RN FINIGHFLOOR SSST.SIL STORAGE SIFII FIA FLOOR Mai STORAGE R MLMEIEAL SIRUCE SIRUCRtl4ll 9 ORRBVE EDaORRE TEl TULPIDM GMLV GkVARM0"WA TOC TOPOFS11EEL GYPSIMMWAIIBOARD ro$ TOROFSIFII W GYP GRPSLM TON TDPOFYMLL ri UNREAL RC HANDICAP LID UNDNaEDO1NEAMSE HOWDWARE HMNM UC UNDER FR COMA(R HOIUZ WMMETAL RA A- 0I MEASE HR HUNG IMNIIRAI MA VMO5BI0N111E M IN(NE VERI VERTKVI.IEl1 VFBE VESIIBUa INBI.E INSLIARON INN IMFAOR W/ MAX IN INCIFS WATER 0.O5ET a OOD H LAN IAR W/0 M1aalT ic uv WD uvADRr freeman I french ( freeman 81 Mapple Street • Burlington Vermont 05401 802.864.6844' www.fffinc.cem Architecture - Planning - Interiors SCHEDOLEOFDRAWINGS AO TITLE SHEET A1O1 FLOOR PLPN LEVEL 1 Al O2 FLOOR PLAN LEVEL A1O3 ROOF PLAN A2O0 EXTERIOR ELEVATIONS A2O1 EXTERIOR ELEVATIONS P1O0 PLUMBING DETAILS RECEIVED JUN 0 3 2011 City of So. Budingto QQ Q , 4 51Y2' 1' T3I8' B'-d' 23'-B' 1'�STIB" / 8 -- VESTNIULE �^ I WN BRIEF O O O ;\ 110 n ® I BRIEF IN VALLEY WEST APRON N � WB , e 10B B3/1' 1 A B D K .__ 1Be- -8' C NC. AVING 1 1A'�0' OA, 14'.0' IT-0" 18'-0' B'' SEE CIVIL 29'-0' ONGS. 21' DISP N 112 I P /BRIEFS J 1110"TO F.O, FOUND. —_ ___-.. 0' 10— 2' 0' T � u a0 u 1 IO II 101 t01. I STORE O • INI 'S 0 I u6 b - -------------------n=f ----_-------_--- --------------------------- a0 E -.. f— _' N - 'NA @ `"' PANT MANT. A CHIEF 129 LOCXERS CORRIDOR O Al -- � INT -5_ B_ _— — —_—-_—_---------_--------_--------$'H 2 122 ___ ' b -. COMPC8RE8 129A t1 R1 IIOC A � N '.. 1125 f MEE Bg1IEEf o- OONO. -- _—_ �.. �' 11 VY 1R2 6'-0' m.35R�� 1.2 i12'— 1KITCHENI — PAD i'-5118' ,I 200 u - �, ENGINE COOR O 121 ry 113 to RII BO A J ' + ® 11 00 WBLDMG u t02B I $ ,26A I o— — - — - — — — - — — — -------- b ' ©I �2 — — — iA CLEAN 1M 102C — — -- —-— - — - — -- I— O� 4 b ® @ -- iM TOOL 121 121A I 1 i b d LOCKERS CONC, IIB' 1AwOMEx'S LOBBY O AUDITORI UM I - _— f —_MACHINE— 120 2,A) — BA MEMBB 32 _ J2 LID) b (2 PAD-7B— - — — — 11S'B' B'4' '0' 0 4 4 4 1 ; c' — — — _— —_—_—_—_—_ —I- — O II a a A 1A J 131 ELEC. 1 !r BAi1ERY BATTERY --Al 12 __E. 0. 1 1 b �E 2 1 190 ® 19 ALIGN •0 d n 2A I 93 1 RECYCLE WATER - O b 0 BOILER 0 Bk COMPRESSOR - I] esrArt1 ,,,-'P,,,,-----m ' q O l:ii..i - - « - - ----- -- - -'L- _ 29'.6- Q I I I 1 �• ET I 13'-25H'1 o VESTIBULE 1 i - I � I --\ - ----- -- —CONC PAVING \ ,I-; - A u1B• TO BEE CIVIL DWGE. \ 10 •,P 10' 0' 18' 8" 10' 0' 29'-0' 23'.B' 2'. 1M F.O. FOUN 130' D' 93'-10115' ENTRY 22a'-331a' R BELOW v 0 v FLOOR PLAN - LEVEL 1 SCALE: 110" = 1'-0' v v U v o U U U U 0 O --- O GENERAL WES 1. ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE IUN01. 2. ALL VERTICALANO HORDONTAL PENETRATIONS THROUGH RATED WALLS OR RATED CEILING CONSTRUCTION TO BE SEALED WITH FIRE SAFING TO MAINTAIN RATING. 1 ALL OUTSIDE CORNERS TO RECEIVE FULL HEIGHT ES CORNEA GUARDS. lJ 101 0 RO BURl1NG10N 0 RECEIVEAVIATION tit VEpMONf Fl1GHf JUN 0 3 2011" IA City of So. Budingto 1.1 SOUTH BURLINGION 0.3 VEMKINf 0.7 ,... A1105.00 FLOOR PLAN LEVEL 1 GRAPHIC SCALE A101 C SCALE: 118' . VHT' ALL DIMENSIONS ARE TO FACE OF FINISH UNLESS NOTED OTHERWISE(ONO). Z. ALL VERTICAL AND HORIZONTAL PENETRATIONS THROUGH RATED WALLS OR RATED CEILING CONSTRUCTION TO BE SEALED WITH FIRE SAFING TO MAINTAIN RATING. B. ALL OUTSIDE CORNERS TO RECEIVE FULL HEIGHT SS CORNER WARDS. 0 BURLINGfON AMMON TECHNOUM CQ11EA ^ FIVE�VFAM 1.,�,...,.. A RKflf ACADEMY AT&I.A JUN U 3 City of Su. ouiiill li4L. BURINGEON VEItMONf A1105.00 GRAPHICSCALE FLOOR PLAN LEVEL 2 Al02 co W s a dlvDs oIudva0 NVIdJ008 uoiBuiun9 'OS 10 43 «oz c o Nnr �rm A Cl 3 5 HY lifer `' • N , 3EIN Od1-M0136AdONVOAlLLN3— OOSOTTV 1NOMBA NOL9NNNno HUM e's ---- N00s tlry a0d� 3lOd 3StllOtl391d HOIH.IZ V ITIN AMUM 1FFJfH1NOWN3A M01399MOOMM80014ONZ®AdONrO— T MOM AOOWNHM- NOILIMV Nomnuns —44 4104 1-4 m .a.l ..en 3lros Eo�r Ntnd d00a sow ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ I■ ■ ■ ■ ■24' MET L PACE PANELS, MEDIUM & MEDIUM BILVE—HEY ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ IN IN ■BLUE To ------ _- 12' SMOOTH METAL FACE PANEL, -�- _ COLOR MEDIUM SILVER-GREY, lPCAl FABRIC- = = ...SUITABLE SUSPEND OCANCEYWIPRE- -� FINISHED METAL FASCIA, COLOR: MEDIUM SILVERGREY LIGHT FIXTURE TYPE C�MIMMIll __ _ALUMINUM FRAMED, G WIND ALUMINUM FRAMED GI-AZED WIND -I N BEYOND, FRAME CCLOR� SCREEN BEYOND, FIIAME COLOR: I I N BSCRE ILVER. TYPICAL SILVER, TYPICA 12' RIBBED METAL FACE PANEL, COLOR: MEDIUM BLUE, TYPICAL LGRADEITEDII DROPPED SOFFIT AT ENTRY Wl RECESSED CHILLER ENCLOSURE: CONCRETE RETAINING 12P RIBBED lElA FA E AMEL, GIVIL DWG& CONCRETE STAIR VA LL SYSTEM W DOWNINLIGHTING, (6) TYPE 0 FIXTURE S ALUMINUM FRAM IN EIGL ISO DIES R.—NMI-EARPRA."I PALLS CMU ENCLOSURE A GATE CLAD IN RIBBED " E PICAL RMILIN.. BE TINTED IS EYTTYPICAL TYPICAL FAM C X WINDOWS CLEAR GLAZING, FRAME -GF. PIGS IVII I AN BE CS WINDOWS C GLAZING, FRAME EXTERIOR STEEL DOOR II FRAME PAINTED COLOR. STMNLESS STEEL COLUMN �EAR COLOR: SILSER TYPICAL COLOR: 51, X, TYPICAL SOUTH ELEVATION (N� SCALE: 1IB"=1'-0' I. - 1 1 � 1 1 7' 1 1� Ell s; r 1 s m � 1. 11 ■—''I IN .:.�.. �� IF I MERIOR EAST ELEVATIONELIEVATIONS SCA11 _GRAPHIC NORTH ELEVATION - - - _ _ METAL RAIN GUTTER, COLOR: LIGHT GREY-- WING WALL BEYOND. IY SMOOTH METAL FACE PANELS, COLOR: MEDIUM SILVER-GREY DARNGREEN OVAL, STANDING SEAM ME COLOR: LIGHT GREY i ri ALUMIN M FRAMED, GLAZED WIND SCREEN EA, SIDE OF DOOR OR AS SHOWN, FRAME COLOR: SILVER �—.RADE AT SCILIM US ENDED CANOPY Wl PRE-FINISHEO METAL -CIA, _OVERNEAD COLOT MEDIUM SUVER4REY Wl (1) LIGHT FIXTURE TYPE C FINISH : STA _ MAN 3711 E ]Ii.11N' lmkl V >B.r ---.-- CUSTOMMETALCOW COLOR 'YELLOW tfr BUfWNGTON AVIATION TECHNOLOGY CENFER VEAMONF ROW ACADE N AT B.I.A IO SIRM R"VEIVEE BUSOH BL1NG'm vaumw WA TER SYSTEM, CVIL DWGS, " COLOR: LIGHT GREY M1, —FABRIC AWNING ON METAL CANOPY BEYOND, ASIOSOO SOLAR PANEL FAMESUICANOPY R: E0I MBLU FUTURE ORCOLOR: ARRAY AL C JUN 0 3 2M \l ,.. 15A1 V 111 {�, Cf`Y of So. Budingto. WHILLERENCLOSURECONCRETECMU ENCLOSURE CID IN RB EDING METAL PANELS, COLOR: MEDIUM BLUE IE ERfER10R ELEVATIONS GRAPHICS- x A201 MINIMUM AREA OF BEARING SURFACE OF CONCRETE I THRUST BLOCK (IN SQUARE FEET) 4 SUE a� wKr SYNL BEAR/NC m d u v COMD/IION LQ40(PSFf O.5 JO OS 05 Saund stole l0, 000 -� 1.5 20 1.0 0.5 G�ian d& y�ve/ 9,000 20 0.5 J.5 J.O camps I An0 J.000 II, ' 25 J.5 2.0 1.0 �e Pad " � an 2," 50i 70, 4,0 2,0 5a clay t— UNDISTURBED MATERIAL MAXIMUM WATER PRESSURE 200 PSI (140,620 KG/M-2) BO•. 45•_ 22-1/2• DR 11-1 /4' BEND THRUST BLOCK NOTES 1. A THRUST BLOCK SH4LL BE INSTALLED AT ALL WATER MAIN BENDS, END CAPS, AND TEES. SEE CIVIL PLANS FOR ADDITIONAL THRUST BLOCK DE AILS. 2. PRECAST THRUST BLOCKS ARE hO ACCEPTABLE. 3. USE MEW -LUG RETAINER GLANDS AT All FITTINGS. 4. PUCE 3 MIL (MIN.) PoLYETHYLENE SHEET BETWEEN ALL CONCRETE THRUST BLOCKS AND PIPE AND/OR FITTINGS TO PREVENT BOND. 5. CONCRETE SHALL NOT COVER BOLTS. ETC. OF FRTNGS. 6. SEE CIVIL SHEET D-2 FOR GENERAL WATER MAIN NOTES. THRUST BLOCK DETAIL MET TO SCALE D 1 --{ BUILDING UNPAVED MOUND SLIGHTLY AWAY FROM BUILDING: SEE CIVIL CONTRACTOR SHALL BE RESPONSIBLE FOR SITE GRADING PLANS. COMPLYING WITH OSHA - VOSHA REGULATIONS FINAL BACK FILL MATERIAL TO MEET kkk STRUCTURAL BACK FILL REQUIREMENTS AS SPECIFIED ON ORAMNGS AND IN THE SPECIFICATIONS. PLACE LIFTS AND COMPACT PER STRUCTURAL B SPECIFICATIONS USE ON SITE SAND FILL INITIAL 2" FOR MUNCHING AND BACKF INITIAL BACK FILL. _ 0. -__- — PIPE SHALL HAVE NO HAUNCHING — LESS THAN TWO BRASS WEDGES INSTALLED AT EACH JOINT. UNDISTURBED MATERIAL J l DUCTILE IRON, CUSS 52 EXCAVATE TRENCH TO SUPPORT BELL, JOINTS, AND PIPE EQUALLY COMPACT UNDER PIPE ` PROVIDE MIN. S" SAND CUSHION OVER LEDGE TYPICAL WATER TRENCH DETAIL NOT TO SCALE GENERAL NOTES: A. THE UNDERGROUND DOMESTIC WATER PIPING MAIN SHALL BE EXTENDED INTO THE BUILDING BY THE SITE CONTRACTOR. B. SRE CONTRACTOR TO TERMINATE WATER SERVICE INSIDE WATER SERVICE ENTRANCE ROOM AT 24" AFT WITH A COMPANION FIANCE AND FLANGE CAP THAT IS PLUMB AND LEVEL WITH THE FINISHED FLOOR. COORDINATE WITH THE MECHANICAL CONTRACTOR ON THE FLANGE BOLT PATTERN, C. RESTRAIN THE RISER SECTION IN ACCORDANCE WITH NFPA 24 BY USING THREADED RODS OR LISTED LOCKING RING RETAINER GLANDS. D. THE MECHANICAL CONTRACTOR SHALL PROVIDE A SADDLE TAP OFF THE DUCTILE IRON PIPE, UPSTREAM OF THE FLANGE FOR THE DOMESTIC WATER SERVICE. E. SEE WATER TRENCH DETAIL AND THRUST BLOCK DETAILS ON THIS SHEET. JII TO FIRE ALARM TO NFPA13 FLOW SWITCH SPRINKLER SYSTEM F WATTS SERIES LFOOB HIGH HAZAIiD INSPECTION TEXT & DRAIN ASSEMBLY BACKFLOW F VENTER WITH SIGHT GLASS. WYE STRAINER, ORIFICE SIZED TO GIVE FLOW EQUAL TO WATTS SERIES LFITTSI BALL VALVE SMALLEST SPRINKLER IFICE IN THE (TYPICAL) SR. M. ��-r— DCW TO PWMBING FIXTURES CHECK VALVE TO FDC � I I ---i.�CONNECTION 'FIRE DEPARTMENT (TYPICAL) BACKFLOW CONTROL VALVE FOR BACKFLOW PREVENTER ISOLATION MAIN DRAIN _ REMOTE READER, u o CONTROL J CONTROL VALVE FOR / LOCATE NUR ELECTRIC METER VALVE BACKFLOW PREVENTER FORWARD FLOW TEST (NORMALLY CLOSED) PIPE SUPPORT. PROVIDE 4a / NECESSARY TO PROVIDE i ADEQUATE SUPPORT. WATER METER MAXIMUM DEMAND iSX-G2M PRESSURE GAUGE PLUMBING CONTRACTOR _ a SHUTOFF / o � I VALVE z O I_ - FINISHED FLOOR WATTS SERIES LF223 PRESSURE REDUCING VALVE D.I. SERVICE ENTRANCE DOMESTIC WATER ENTRANCE DETAIL NOT TO SCALE NDTFc. i. COORDINATE LAYOUT OF VALVES, PRESSURE REDUCER, AND BACKFLOW PREVENTER PRIOR TO INSTALLATION. 2. SUPPoRT ALL PIPING, VALVES, AND ACCESSORIES IN AN APPROVED MANNER TO ALLOW FOR NECESSARY EXPANSION AND CONTRACTION. 3. WATER METER AND REMOTE RUDER SUPPLIED BY THE BURLINGTON WATER DEPARTMENT AND INSTALLED BY THE PLUMBING CONTRACTOR. ELECTRICAL CONTRACTOR TO WIRE FROM THE REMOTE READER TO THE WATER METER. 4. WATER METER TO BE INSTALLED IN THE HORIZONTAL POSMON, BURLINGTON AVIATION TECHNOLOGY CENTER Bl VERMONT FLIGHT ACADEMY AT B.I.A. R�+ �EIV ED CAS � �N 0 3 2011 City of So. Burlington SOUTH BURLINGTON VERMONT �: A1105.00 NM PLUMBING DETAILS Pi00