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HomeMy WebLinkAboutIZ-13-05 - Supplemental - 0462 Shelburne Road#IZ-12-14 CITY OF SOUTH BURLINGTON CITY COUNCIL 462 SHELBURNE ROAD INTERIM ZONING CONDITIONAL USE APPLICATION #IZ-12-14 FINDINGS OF FACT AND DECISION Pizzagalli Properties, LLC, hereafter referred to as the applicant, requests conditional use approval under the Interim Bylaw to demolish the existing Liberty Inn and Suites and construct a 31,280 square foot, three story, general office building and parking at 462 Shelburne Road. The City Council held a public hearing on October 22, 2012, November 5, 2012, December 3, 2012, January 7, 2013, and February 4, 2013. Bob Bouchard from Pizzagalli Properties, LLC, represented the applicant at these hearings. Based on testimony provided at the above mentioned public hearings, the plans and supporting materials contained in the document file for this application, the City Council finds, concludes, and decides the following: FINDINGS OF FACT 1. Applicant requests Interim Zoning conditional use approval to demolish the existing Liberty Inn and Suites and construct a 31,280 square foot, three story, general office building and parking, 462 Shelburne Road. 2. The owner of record of the subject property is Smart Hospitality, Inc., c/o Anil Sachdev. 3. The application was received on September 27, 2012. 4. The subject property is 1.71 acres, located in the Commercial 1- Residential 15 Zoning District and is also located in the traffic overlay district. 5. The proposed general office building is to be located on the western portion of the southern parcel with the remainder of the parcel and the northern parcel developed for 121 parking spaces. A proposed pocket park is located on the eastern end of the southern parcel and extensive screening, landscaping, and trees are proposed around the parking areas. 6. The plans submitted consist of a three (3) page set of plans, the first page entitled, "Proposed Perspective — V5.2, 462 Shelburne Road — Pizzagalli Properties, LLC," prepared by Wiemann Lamphere Architects, last dated, 11/30/12. 7. Applicant proposes an overall reduction of curb cuts from the existing seven (7) to three (3) with the curb cuts on Handley Road to be placed further away from Shelburne Road to allow additional queuing. 1 FAUSERS\Planning & Zoning\Development Review Board\Findings_Decisions\2013\IZ_12_14_462Shelburne_Pizzagalli_ffd.doc #IZ-12-14 8. Applicant's written testimony indicates the development will not have an adverse impact on community services. 9. In this area along Shelburne Road there is existing similar dense commercial development. 10. Applicant's oral testimony states that a traffic study will be done as part of the review through the Development Review Board and if warranted, the cost of signalization at Hadley and Shelburne will be paid for by the applicant. 11. Public testimony received indicated broad support for the project. 12. The site is fully developed and there are no environmental limitations (steep slopes, shallow depth to water tables) or significant natural resources (wildlife habitat or corridors, rare tree stands, etc.) apparent on the site. There are no adjacent connected environmental limitations or significant natural resources. 13. The proposed development does include renewable energy production on site. A photovoltaic array will be installed on the roof and connected to the electric power grid. CONCLUSIONS OF LAW I. APPLICABILITY OF INTERIM BYLAW, ADOPTED FEBURARY 21, 2012 Interim Bylaw Section Ik Description of Districts Affected This Interim Bylaw shall apply to all Districts established and listed in Article 3.01(A)(1)- (4) of the South Burlington Land Development Regulations except for: A. Airport Industrial B. Airport C. Institutional Agricultural — North D. Queen City Park E. Lakeshore Neighborhood F. Municipal G. Park and Recreation H. Southeast Quadrant — Village Commercial 1. Mixed Industrial and Commercial District J. Industrial and Open Space District The proposed residential development is within the Commercial 1 — Residential 15 Zoning District and, therefore, is subject to the Interim Bylaw. Interim Bylaw Section Ill: Limitations on Land Development Within the areas affected by this Interim Bylaw, the following shall not be allowed. A. New Planned Unit Developments. 2 FAUSERS\Planning & Zoning\Development Review Board\Findings_Decisions\2013\IZ_12_14_462Shelburne_Pizzagalli_ffd.doc #IZ-12-14 B. New subdivisions. C. New principal buildings that require site plan approval. D. Alterations to existing principal buildings. E. Alterations to any other existing structures used for commercial or industrial purposes. F. Amendment of a master plan or any related site plans or plats that deviates from an approved Master Plan in one of the respects set forth in Article 15.07(D)(3)(a)-(e) of the South Burlington Land Development Regulations. The main purpose of an interim bylaw is to temporarily preserve the existing land uses and maintain the status quo while the municipality formulates its permanent zoning bylaws. See Town of Mendon v. Ezzo, 129 Vt. 351, 356-357, 358 (1971); see also Section I of the Interim Bylaw ("[T]he purpose of this Interim Bylaw is to provide the City time ... to prepare and adopt amendments to the Land Development Regulations that implement the City's goals and objectives."). For the reasons set forth in the Purpose of the Interim Bylaw, and to temporarily preserve the existing land uses and maintain the status quo while the City formulates amendments to its Land Development Regulations, the City Council determined that six types of development will or could be contrary to the amendments to the Land Development Regulations and the Comprehensive Plan the City is presently contemplating. The proposal to demolish the existing Liberty Inn and Suites and construct a 31,280 square foot, three story, general office building and parking at 462 Shelburne Road is prohibited by the Interim Bylaw pursuant to Section III(C and E) above, and does not qualify for an exemption under Section IV of the Interim Bylaw. ll. STANDARDS OF REVIEW Interim Bylaw Section VI: Review of Applications The City Council may, upon application, authorize the issuance of permits for any type of development as a conditional use not otherwise permitted by this Interim Bylaw, after public hearing preceded by notice in accordance with 24 V.S.A. section 4464. The authorization by the legislative body shall be granted only upon a finding by the Council that the proposed use is consistent with the health, safety, and welfare of the municipality and the following standards. The proposed development shall not result in an undue adverse effect on any of the following: A. The capacity of existing or planned community facilities, services, or lands. B. The existing patterns and uses of development in the area. C. Traffic on roads and highways in the vicinity. D. Environmental limitations of the site or area and significant natural resource areas and sites. E. Utilization of renewable energy resources. F. Municipal plans and other municipal bylaws, ordinances, or regulations in effect. The applicant has submitted a complete application for Conditional Use approval by the City Council pursuant to this section. 3 FAUSERS\Planning & Zoning\Development Review Boa rd\Findings_Decisions\2013\IZ_12_14_462Shelburne_Pizzagalli_ffd.doc IJ #IZ-12-14 As set forth above, the proposed project is prohibited by the Interim Bylaw. Despite this prohibition, the City Council may authorize the issuance of a permit for any type of development as a conditional use not otherwise permitted by the Interim Bylaw if the City Council concludes that the proposed development is consistent with both the health, safety, and welfare of the municipality as well as the standards identified as A through F in Section III of the Interim Bylaw. A. Is the Proposed Development Consistent with the Health, Safety, and Welfare of the City of South Burlington? To determine whether the proposed development is consistent with the health, safety, and welfare of the City of South Burlington, the City Council considers whether the specific development proposal is the type of development that will or could be contrary to the amendments to the Land Development Regulations and the Comprehensive Plan presently being contemplated by the City. The goals discussed in the Purpose statement in Section I of the Interim Bylaw guide the City Council's analysis of whether the proposed development is the type of development that will or could be contrary to the anticipated amendments. The Purpose statement is a summary both of the rationale for adopting the Interim Bylaw and of the studies and planning process that are underway in the City. The goals include the adoption of Form Based Code -style regulations for the City Center and adjacent Williston Road area and possibly other areas of the City; the update of the Comprehensive Plan to include as City goals the support of sustainable agriculture, the conservation of open space, and the promotion of housing for people of all incomes and stages of life; and the preparation and adoption of amendments to the Land Development Regulations that implement the City's goals and objectives. The City is in the process of formulating Form Based Code regulations for the City Center and adjacent Williston Road area and determining to what additional areas of the City, if any, the Form Based Code regulations will apply. (Form Based Codes focus on physical form rather than on uses and address the relationship between building facades and the public realm, the form and mass of buildings in relation to one another, and the scale and types of streets and blocks.) The proposed development of land is located within an area of the City in which the City is contemplating the adoption of Form Based Code regulations. The proposed three story building fronts on Shelburne Road and the proposed parking will be to the rear of the building and on the northern parcel. The parking on the northern parcel will be screened from Shelburne Road with a four foot high masonry wall covered in ivy with pedestrian improvements. A pocket park located on the eastern end of the southern parcel adjacent to the Hadley neighborhood will be created. The third floor of the building will be recessed with incorporated architectural details. The design and function is well suited to a T-4 to T-3 Form Based Code transition zone which may be contemplated for this area of South Burlington. The function and form, including scale and access, of the proposed development likely are consistent with potential Form Based Code regulations that the City might adopt for the Shelburne Road area. The proposed development will not be contrary to any Form Based Code regulations that the City is contemplating for this area. 4 FAUSERS\Planning & Zoning0evelopment Review Board\Findings_Decisions\2013\IZ_12_14_462Shelburne_Pizzagalli_ffd.doc #IZ-12-14 It has been determined that this site has been established as built-up commercial development. No assessment has been completed as to the viability of agriculture on the site. However, in accordance with the Farmland Classification Systems for Vermont Soils produced by the USDA & Natural Resources Conservation Service, "Prime, Statewide, and Local soil map units cannot be urban or built-up areas. A delineation of a Prime, Statewide, or Local soil map unit which has been converted to urban land or built-up areas should no longer be considered Important Farmland." Moreover, the subject property has frontage on Shelburne Road adjacent to densely developed commercial and residential areas. This area of South Burlington is already densely developed. While the proposed project does not conserve any additional open space, it does not result in any loss of open space and does include a small pocket park for the public benefit. The proposed commercial development will replace existing commercial development on the property. Therefore, the project does not result in any net loss of housing units, whatever the degree of affordability. Based on this analysis, the Council concludes that the proposed development is not the type of development that will or could be contrary to the contemplated amendments to the Land Development Regulations and the Comprehensive Plan and is consistent with the health, safety, and welfare of the City of South Burlington. B. Is the Proposed Development Consistent with the Standards Identified as A through F in Section 111 of the Interim Bylaw? Even when the City Council concludes that a proposed project in consistent with the health, safety, and welfare of the City of South Burlington, the Council also must conclude that the proposed development will not result in an undue adverse effect on any of the standards listed in Section VI of the Interim Bylaw in order for the proposed development to receive conditional use approval under the Interim Bylaw. See 24 V.S.A. §4415(d), (e). Interim Bylaw Section VI(A): The proposed development shall not result in an undue adverse effect on the capacity of existing or planned community facilities, services, or lands. The proposed development will not result in any new or additional demands on existing or planned community facilities, services or lands. The City Council therefore concludes that the proposed project will not result in an undue adverse effect on the capacity of existing or planned community facilities, services or lands. Interim Bylaw Section VI(B): The proposed development shall not result in an undue adverse effect on the existing patterns and uses of development in the area. Because the proposed development will replace existing commercial development and the proposed development is similar in scale to the commercial uses along Shelburne Road, the City Council concludes that the proposed development will not result in an undue adverse effect on the existing patterns and uses of development in the area. 5 FAUSERS\Planning & Zoning\Development Review Boa rd\Findings_Decisions\2013\IZ_12_14_462Shelburne_Pizzagalli_ffd.doc #IZ-12-14 Interim Bylaw Section VI(C): The proposed development shall not result in an undue adverse effect on traffic on roads and highways in the vicinity. The proposed development will result in an increase in traffic on roads and highways in the vicinity. The City Council is confident with the standards for review in the Land Development Regulations and that traffic generated by the proposed project will be reviewed in detail by the Development Review Board. Any changes to the project resulting from the DRB's review will require additional review by City Council. As the City Council concludes below, if the applicant receives approval from the Development Review Board, then the proposed PUD will not have an undue adverse effect on traffic on roads and highways in the vicinity. Interim Bylaw Section W(D): The proposed development shall not result in an undue adverse effect on environmental limitations of the site or area and significant natural resource areas and sites. No environmental limitations (steep slopes, shallow depth to water tables) or significant natural resources (wildlife habitat or corridors, rare tree stands, etc.) are apparent on the subject property. There are no adjacent connected environmental limitations or significant natural resources. Based on these findings, the City Council concludes that the proposed development will not result in an undue adverse effect on environmental limitations of the site or area and significant natural resource areas and sites. Interim Bylaw Section VI(E): The proposed development shall not result in an undue adverse effect on utilization of renewable energy resources. The proposed development does include renewable energy production on site; a photovoltaic array will be installed on the roof and connected to the electric power grid. The applicant stated they are pursuing LEED certification for the building. The proposed development does not preclude the use of renewable energy by adjacent properties. Thus, the City Council concludes that the proposed development will not result in an undue adverse effect on utilization of renewable energy resources. Interim Bylaw Section VI(F): The proposed development shall not result in an undue adverse effect on municipal plans and other municipal bylaws, ordinances, or regulations in effect. South Burlington Comprehensive Plan Goals (adopted March 9 2011) Upon review and consideration of the goals in the existing Comprehensive Plan, the City Council concludes that the proposed project will not result in an undue adverse effect on the Comprehensive Plan. 6 FAUSERS\Planning & Zoning0evelopment Review Board\Findings_Decisions\2013\IZ_12_14_462Shelburne_Pizzagalli_ffd.doc #IZ-12-14 Land Development Regulations (amended May 7, 2012) If the following conditions are met, the proposed project will not result in an undue adverse effect on the existing Land Development Regulations: 1. The applicant shall receive approval from the Development Review Board prior to issuance of a zoning permit. 2. The applicant shall obtain a zoning permit prior to the commencement of any land development. All other citv ordinances If the following condition is met, the proposed project will not result in an undue adverse effect on all other City ordinances. Applicants shall receive all other applicable City permits. Subject to the three conditions identified above, the City Council finds that the proposed subdivision will not result in an undue adverse effect on the Comprehensive Plan and other municipal bylaws, ordinances, or regulations in effect. For the reasons set forth above, the Council concludes that the proposed project is consistent with the health, safety and welfare of the City of South Burlington and the standards set forth in Section VI(A)-(F) of the Interim Bylaw. DECISION Motion by !� �En a e--lS , seconded by iParv, /Yla ie to approve Interim Zoning ConclitiorYal Use Application #IZ-12-14 of Pizzagalli Properties, LLC, subject to the following conditions: 1. All previous approvals and stipulations shall remain in full effect except as amended herein. 2. This project shall be completed as shown on the plat submitted by the applicant and on file in the South Burlington Department of Planning and Zoning. 3. The applicant shall receive approval from the Development Review Board prior to issuance of a zoning permit. 4. The applicant shall obtain a zoning permit prior to the commencement of any land development. 5. Applicants shall receive all other applicable City permits. 7 FAUSERSTlanning & Zoning\Development Review Board\Findings_Decisions\2013\IZ_12_14_462Shelburne_Pizzagall i_lTd.doc #IZ-12-14 6. Any changes to the project plans shall require approval of the South Burlington City Council so long as the Interim Bylaw remains in effect. Rosanne Greco—Onay/abstain/not present Helen Riehle — yea/nay/abstain/ of res Pam Mackenzie —. e nay/abstain/not present Sandra Dooley —nay/abstain/not present Paul Engels -(Yg�ilnay/abstain/not present Motion by a vote of `/ - 0 - o Signed this -D6 day of February 2013, by Rosanne Greco, Chair Please note: An appeal of this decision may be taken by filing, within 30 days of the date of this decision, a notice of appeal and the required fee by certified mail to the Superior Court, Environmental Division. See V.R.E.C.P. 5(b). A copy of the notice of appeal must also be mailed to the City of South Burlington Planning and Zoning Department at 575 Dorset Street, South Burlington, VT 05403. See V.R.E.C.P. 5(b)(4)(A). Please contact the Environmental Division at 802-828-1660 or http://vermontiudiciary.org/GTC/environmental/default.aspx for more information on filing requirements, deadlines, fees and mailing address. 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. 8 FAUSERS\Planning & Zoning\Development Review Boa rd\Findings_Decisions\2013\IZ_12_14_462Shelburne_Pizzag alIi_ffd.doc of L00W..' south PLANNING & ZONING September 13, 2013 Re: #IZ-13-05, 5 Dorset Street Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the City Council concerning your recent application. If you have any questions, please contact me. Sincerely _.7b� RayTnond J. Belair Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7010 0290 0000 2215 5587 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com south... PLANNING & ZONING PUBLIC HEARING SOUTH BURLINGTON CITY COUNCIL The South Burlington City Council will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on August 19, 2013 at 7:00 P.M. to consider the following: Interim zoning application #IZ-13-05 of Pizzagalli Properties, LLC to amend a previously approved planned unit development consisting of: 1) razing an existing 48 room motel (Liberty Inn & Suites) consisting of five (5) buildings on two (2) parcels, 2) constructing a 3-story 31,280 sq. ft. general office building with 45 parking spaces on the southerly parcel, and 3) constructing a 72 parking space lot on the northerly parcel. The amendment consists of: 1) removal of four (4) parking spaces, 2) revising the brick screening wall on the north lot, 3) adding a sidewalk and entry canopy on the west elevation of the building, and 4) minor landscaping modifications, 462 Shelburne Road. Pam Mackenzie, Chair South Burlington City Council Copies of the applications 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. August 1, 2013 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sbuil.com J 1 th•Other Paper • www.otherpapervt.com • August 15, 2013 19 .................. . No led Sr C ti C n �:. S11 AFFORDABLE APARTMENTS ines Senior Living Community in South Burlington offers 1 & 2 bedroom apartments. Rent includes all utilities. Optional living and health services. Community tour everyWednesday at 12:30 p.m. 865-1109 ADMINISTRATIVE ASSISTANT tistrative Assistant to Children's Sunday School program !d (5 hrs a week; $17/hr) to maintain schedule of volun- , update lists and contact information for children and �s, disseminate on-line resources and regularly commu- vith parents concerning church activities and events. For ascription of responsibilities, please contact the church Tice at (802) 985-2269 or info@trinityshelburne.org. DRIVERS PUBLIC HEARING SOUTH BURLINGTON CITY COUNCIL Please Note Address Chanae The South Burlington City Council will hold a public hearing at the Chamberlin School, 262 White Street, South Burlington, Vermont on August 19, 2013 at 7:00 P.M. to consider the following: 1. Interim zoning application #IZ-13-05 of Pizzagalli Properties, LLC to amend a previously approved planned unit development con- sisting of: 1) razing an existing 48 room motel (Liberty Inn & Suites) consisting of five (5) buildings on two (2) parcels, 2) constructing a 3-story 31,280 sq. ft. general office building with 45 parking spaces on the southerly parcel, and 3) constructing a 72 parking space lot on the northerly parcel. The amendment consists of: 1) removal of four (4) parking spaces, 2) revising the brick screening wall on the north lot, 3) adding a sidewalk and entry canopy on the west elevation of the building, and 4) minor landscaping modifications, 462 Shelburne Road. Pam Mackenzie, Chair South Burlington City Council Copies of the applications 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. .reight is hiring FT Casual Combo Drivers/Dock Workers! igton location. Great pay and benefits! CDL-Aw/Combo August 1, 2013 azmat, lyrT/T exp, 21yoa req. EOE-M/F/D/V. Able to lift 651bs. req. 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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 September 3, 2013 at 7:00 P.M. to consider the following: 1. Preliminary plat application #SD-13-22 and Master Plan application #MP-13-01 of Rye Associates, LLC for a planned unit development to subdivide an 18.01 acre parcel into 30 lots for development of: 1) 36 single family dwellings, 2) four (4) 4-unit multi -family dwellings, and 3) four (4) commercial buildings totaling 20,000 sq. ft., 1075 Hinesburg Road. 2. Conditional use application #CU-13-03 of 30 Community Drive, LLC for after -the -fact approval for a 14.5 ft. high chain link perimeter fence surrounding an emergency electrical generator, 30 Community Drive. Mark Behr, Chairman South Burlington Development Review Board Copies of the applications 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. August 15, 2013 PROPOSED AMENDMENTS to the SOUTH BURLINGTON LAND DEVELOPMENT REGULATIONS Public Hearing September 3, 2013 PLEASE TAKE NOTICE that the South Burlington City Council will hold a public hearing on Tuesday, September 3rd at 7:00 PM or shortly thereafter in the Training Room at the South Burlington Fire Station, 575 Dorset Street, South Burlinaton; VT to consider the following amend- ) CABINET: Wooden with 2 loors, great shape, $35. Call Ads from South Burlington residents for Items for Sale, Free Items, Tag Sales, I CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 30th day of July, 2013, a copy of the foregoing public notice for Interim Zoning Application #IZ-13-05, 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: Paul Maxted, 455 Shelburne Street, Burlington, VT 05401 Champlain Capital Management, c/o Rotella Property Management, 11 Thornton Street, Winooski, VT 05404 Christopher & Minton Clark, 471 Shelburne Street, Burlington, VT 05401 Gail Rosenberg & Thomas O'Connor, 475 Shelburne Street, Burlington, VT 05401 Robert Corey & Martin Bombard, 407 Dalton Drive, Unit C, Colchester, VT 05446 Paul & Edna Perras, 430 Shelburne Road, South Burlington, VT 05403 Timothy McClaughlin, 5 White Place, South Burlington, VT 05403 Patrick & Anneke Hohl, 7 White Place, South Burlington, VT 05403 Joyce Flanagan & Trustees, 24 Hadley Road, South Burlington, VT 05403 Dana Houlihan, 28 Hadley Road, South Burlington, VT 05403 Alice Bouchd, 29 Hadley Road, South Burlington, VT 05403 20 Bacon Street, LLC, PO Box 1335, Burlington, VT 05402 Diemer Properties, LLC, 14 Bacon Street, South Burlington, VT 05403 Dated at Burlington, Vermont, this 30th day of July 2013 Printed Name: Robert Bouchard Phone number and email: Tel 660-68 , Bbouchard@pizzagalliproperties.com Signature: Date: /30/13 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 PIZZAGALLI PROPERTIES, LLC July 19, 2013 Mr. Ray Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: 462 Shelburne Road #IZ-12-14 Conditional Use Application for City Council Under Interim Zoning Dear Ray: 346 Shelburne Road, Suite 6oi Burlington, Vermont 05401 T 802.66o.6800 F 802.66o.6868 www.pizzagalliproperties.com Enclosed please find an executed Conditional Use Application for the City Council Under Interim Zoning, for our proposed project at 462 Shelburne Road. This application is meant to specifically address changes to the site plan for the project previously approved by the City Council. Changes to the site plan include the removal of 4 parking spaces, the jogging of the brick screening wall surrounding the parking on the north lot, adding a sidewalk and entry canopy on the west elevation, as well as several minor adjustments to the landscaping plan including changing of some tree species and minor relocation of some shrubs to avoid snow storage areas. I have included a reduced copy of the site plan that corresponds to the original Findings of Fact and Decision/approval by the City Council (attached) as well as the new site plan highlighting the proposed changes. It is our intent to present only those known changes from the original site plan to the City Council. Please do not hesitate to contact me with any questions. Sincer ly: Robert Bouc and Development Manager enclosures I=s :1twoloso.-M, southburlington PLANNING & ZONING Permit # IZ-- (orrce use may) CONDITIONAL USE APPLICATION FOR THE CITY COUNCIL UNDER INTERIM BYLAWS 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 site plan will result in your application being rejected and a delay in the review before the City Council. I understand the requirements and procedures required by State Law (Section 4415 of the Planning & Development Act), and that a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone & fax #): Smart Hospitality, Inc., c/o Anil Sachdev, 576 - 92nd Street, Brooklyn, NY 11029. Tel 917-279-9280. 2) LOCATION OF LAST RECORDED DEED (book & page #) Book 579, Pages 307-308 3) APPLICANT (name, mailing address, phone, fax #) Pizzagalli Properties, LLC, 346 Shelburne Road, Suite 601, Burlington, VT 05401. Tel # 660-6805, Fax # 660-6868. 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax #, if different from above): Robert Bouchard, Pizzagalli Properties, LLC, 346 Shelburne Road Suite 601 Burlington VT 05401. Tel # 660-6805, Fax # 660-6868. a. Contact e-mail address: Bbouchard@pizzagalliproperties.com 5) PROJECT STREET ADDRESS: 462 Shelburne Road 6) TAX PARCEL ID #: 1540-00462 7) PROJECT ZONING DISTRICT(S) Commercial 1 - Residential 15 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 8) PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Pizzagalli Properties is proposing to construct a three-story, 31,280 square foot general office building with 117 parking spaces on 1.70 acres. This project has already received Interim Zoning Conditional Use approval from the South Burlington City Council. Decision attached. b. Existing Uses on Property (including description and size of each separate use): The current existing use on site is a 40-room motel (Liberty Inn & Suites) and a vacant single family residence. c. Proposed Uses on Property (include description and size of each new use and existing uses to remain): Pizzagalli Properties proposes a three-story, 31,280 square foot general office building with 117 parking spaces on 1.70 acres. d. Description and Summary of all requested approvals from the City Council Interim Zoning Conditional Use approval for 462 Shelburne Road (#IZ-12-14) has already been granted by the South Burlington City Council. A condition of this approval was imposed requiring us to come back before the Council with any changes to the proposed site plan. Changes requested by the DRB, Director of Public Works and City Arborist include deleting 4 spaces, jogging the brick screening wall, adding a canopy to the West entrance, in addition to minor landscaping adjustments. e. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): 9) SUPPORTING DOCUMENTS. A completed application form and required submittal materials for the applicable review before the Development Review Board or Administrative Officer shall be included. In the case of a subdivision or planned unit development, all information required for Sketch Plan Review pursuant to Section 15.05 of the Land Development Regulations (LDRs) are required. In the case of all other types of applications, the applicable LDR submittals are required. Applicants are further encouraged to provide information demonstrating compliance with the review standards set forth in 24 VSA §4415 (d) and (e). 10) PLANS AND FEE 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) of Interim Bylaw Council Application Form, Rev. 1-2012 l the plans must be submitted. An application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. 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 agenda 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. SIGNATURE OF APPLICANT Please see attached owner authorization from Anil Sachdev. SIGNATURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: I have reviewed this application and find it to be: � COMPLETE ❑ INCOMPLETE 1"1�7 'Aaminis6rive Officer 7-44)aWte'- The applicant orpermittee 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. Interim Bylaw Council Application Form. Rev. 1-2012 09/07/2012 FRI 15' 35 FAX U001/001 Property Owner Authorization Letter Owner Authorization Agreement for: 462 Shelburne Road, South Burlington, VT 05403 Date: September 4, 2012 This letter is to serve as permission for Pizzagalli Properties, LLC to act as the agent for the owner, to prepare and submit all documentation and attend all meetings pertaining to any of the following applications: 1. -South Burlington Miscellaneous Application 2. South Budington Site Plan Application 3. Conditional Use Application for the City Council under Interim Bylaws This agreement pertains to the property located at 462 Shelburne Road, South Burlington, VT, 05403 and whose deed is recorded in Volume 579, Pages 307-308, Tax Map # 1640-00462 Furthermore, 1, Anil Sachdev, owner, -do hereby authorize Pizzagalli Properties, LLO to agree to terms and conditions, which may arise as part of the approval of the applications. Signature of Property owner Ahl� Name of Property owner (Please Print) SITE ENGINEER: LEGEND j I ----s.7s---- EXISTING CONTOUR I 336 PROPOSED CONTOUR I NEW "DO NOT ENTER" SIGNS END OF NEW 8' - - - - APPROXIMATE PROPERTY LINE REPAIR SIDEWALK, I 12 TYP.) STORAGE / HIGH CEDAR CIVIL EI4G111EEtl►IG ASSOCIATES. INC. ROADWAY AND AREA / FENCE 10 MMNSAELD VIEW LAW, Sam BW6AIGT(W, VT 0516t APPROXIMATE SETBACK LINE CURBING AS 1 - / ee6�s�n rwc swan w.o- Nrik'.o..,r.P°x NECESSARY TO _ t125� _ L ±50_ REMOVE EXISTING ---���""--- O IRON PIN FOUND , I 10' SIDE - CURBCUTS (TYP.) I o I .4.........................................,.,.....YARD •5€TRACK•.•.:,•,.....,.. ............... O CONCRETE MONUMENT FOUND I S- ......................... ....... .... - ........ - - - - - _ __. - JS ...........:.....:............... ,. JSO/GAG EXTEND NEW �tt - -SS GRAVITY SEWER LINE CURBING TO I` I°� NEW UNDER ALL PARKING SPACES cxecxeD N ar 14 q ASSOCIATED WITH THE I EX. SIDEWALK I DRAIN CLEAN I ♦� � 16' TYP. 1 NORTH PARKING AREA SAV -FM FORCE MAIN OUT (TYP.) (HATCHED AREAS) TO PROPOSED 12' , _ - - W WATER LINE NORTH ONLY - _ - r BE CONSTRUCTED APPRDve EXIT LANE i I I �� I �2 /� 12 I WITH PERVIOUS JSO a -OE OVERHEAD ELECTRIC PROPOSED d i I I I `) �� t PAVEMENT (TYP.) APPLICANT: - -LIE UNDERGROUND ELECTRIC BRICK SCREEN I I _- NEW 20' POLE WALL W/ 4" -- -- MOUNTED LED LIGHT - G GAS LINE PRECAST CAP g " I Q CURB CUTS TO Q FIXTURES 8 TYP. FOR E INSTALLED ON NEW 4" SDR - NORTH PARKING LOT) P/ZZAGALLI NEW DRAINAGE BOTH SIDES OF, -ST STORM DRAINAGE LINE I MANHOLE 35 PVC PERF. - ' • © SEWER MANHOLE I -- _ MEDIANS (4 TYP.) UNDER DRAIN I PROPERTIES L I S URNE y NEW CATCH (TYPO I: ' �- 10- SIDE ® STORM MANHOLE �- RD. SETBACK - I�y - _ _BASIN (TYP.) I: I SETBACK LLC HYDRANT III 24• -�I i _e ® srlur-oFF 346 SHELBURNE RD., Yet O r ''I _ e sT sr sr sr HE. SUITE601 • OIL FILL W 1 - NEW 6" R 3 _ 15' MIN. SPEED BURLINGTON 1�-1 �, V I HI PVC UND1R DRAIN - NEW 15" HDPE - BUFFER VEGETATIVE BUMP VERMONT 05401 '"o• POWER POLE �./ 1-r•1 I COLLECTION LINE tV _ TH CLEAN 0 DRAINAGE LINES �- - I. A"EAD ® CATCH BASIN CePpl' I iiiP j o-o ; NEW 8' HIGH LIGHT POLE C�7 fy - - t CEDAR FENCE PP.bJFCT: 4 SIGN I I �" 3 g9' TYP. _ I: DECIDUOUS TREE ( I -- / 7 18' ,yp - - I EX �%„, PROPOSED � RIM-210.1' I INV. IN (10 VC)-2029' • CONIFEROUS TREE REPAIR SIDEWALK, -- I L - - - - - _ - J: INv IN (,• Pvc,_MIA' SITE rv-v�-vww,r� EDGE OF BRUSH/WOODS RC URBINGAAS I I T INv, 06T 00• vc)-2o2.e' NECESSARY TO I I I 16' TYP. LANDSCAPED, I' I gNDW4 D.I. WATER SERVICE TA PING SLEEVE OBE REDEVELOPMENT °-°- FENCE REMOVE EXISTING I CURBED s 30' HADLEY RD. q NEW BENCH I TIED IN 0 EX. WATER MAIN. GRAPHIC SCALE CURB CUTS (TYP.) + MEDIANS SETBACK I APPRO.-ATE E%16nNG REPAIR EWALK, ROADWAY -- - DRAINAGE SWALE r WATER SFRMCE AND AND CURBI G AS NECESSARY. 462 SHELBURNE ROAD R 10 m •o °° -- I 00) CURB STOP EX CB+ ExIST. I '� REMOVE CURB STOP Ex' m SOUTH BURLINGTON RIM-20].6' _ �- 9• wv, OUT (6• Pvc).2oas s - - - - _ _ _ �, = =- - - AND CAP _LIN_E (TYP) INv. a (+z• Pvc>.2oss' VERMONT 05403 -� t225'- - _ OE/ DCiT - _. - OE/T ( IN FF.FR) - G - -' - C 21 a1Re 1 inch = 20 R Ex. 5MI11 2 �; ( Ok/T - - - -LSIT 2" DRI CC ZONING REQUIREMENTS RIM-20%.1' - - - - -G-�_ - INV. IN (10• VC)-200.9' APPROXIMATE EXI$nNG WATER___________________________ .______---- i X. INv IN pa• Pvc)-zoo.a• SERVICE AND cues skoP PROPOSED 5' CONCRETE SIDEWALK NEW E%TEND NEW--20&IT _ INv OUT (12- VC)-20O..r• I REMOVE CURB STOP �� _ i RETIRED +' c.l Eow I II / AND CROSSWALK TO BE CENTERED DRAINAGE CURBING TO o�PREssuRr uNE wv. IN pe• GNP)-203.0• - j- Zonin District - C7 R15 Ex. DW2 - E%. 10_VC SEWER MAIN-� AND CAP LINE (TYP. / -ON EXISTING SPEED TABLE MANHOLE PROPERTY LINE Rrv. x (+2• PAc)-2os.a •l �`"a%a"a"'"'� 9 / RM.zw.A' - - - - -ss ss �. WT I+e•�lP) Required EXIflLIl1.A Proposed INV. N (1e• cMP).199.r EXISTING OVERHEAD �,,t I - - HADLEY ROA _11PR 1, TING Minimum Lot Size (sf) - 40,000 ±73,557 373,557 vn. w (10• PVC)-z00.Y LINES TO BE RELOCATED A° INV. OUT (16• CW)-198.9' J'ST ST -� C� - W- E%. B' AC WATEF- _ Ev.. B' ACC\yY -__ ___ - - - AND CURB S_r__'-tom. -- 31 •� I - Hn�ER Mow 1BB Maximum Building Coverage (X) - 40 326.6 t14.5 EX. cez i - - - r =-= =---SI=-------------- w Maximum Lot Coverage (X) - 70 f69.5 t70.0 Rm.204.2• Maximum Frontage Coverage Shelburne Rd. (%) - 30 d:37.9^ d:57.4• INV. IN p0• PVC)-200.r INV. OUT (6' PVC)-2006 �'I Maximum Frontage Coverage Hadley Rd. (X) - 30 354.9^ d=61.4• �I£ PROJECT _ -__J EocanoN Minimum Front Yard Setbaek Shelburne Rd. (ft) - 50 319.5^ f10R EX. sMNO �,I �1i0� _ f- sT14 - - •. RIM-2oa,a .¢ / LANDSCA ED, I "ti'1°A� Minimum Front Yord Setback Hadley Rd. (ft) - 30 fy3,6^ fg. INv In (1 z• vc)-2o+.r E ;1 c r.6• rT-i Minimum Side Yord Setboek (ft) - 10 f4.9^ f1p INv. OUT (12- Pvc).2m.r I / vEE `� CUR ED EDIA Maximum Building Height (ft) - 35 (flat) d:25 f42t NEW INV. IN IS' PVC)-201.r / I / QP1 NEW EIMIT BUMP W w w w - J REDUCER PPRDXMAm p So. DURLING'1'ON Ex. ces 25 EXIST. EXIST. PROPOSED 30' HADLEY RD. R E snxc WATER R4-20a.J' `GBIKE RACK SETBACK 1' i EAK N NE`•�M� - D.I (/ ) .,ERNCE AND Notes: INV. OUT (6• MOPE)-2016' z-. I NEW n g CURBING OR WE ItR'Y • cuaeWI1Q NEW 4" D.I. W R SER E Represents existing non -conforming dimension. SDR 5 PVC SEWER SERVICE TO Ba�Om EW 4" E Wl " STORZ DRAINAGE • - Represents proposed non -conforming dimension for which a waiver is being requested. BE TIED INTO EX. SM LOPE=T/4-PER- - - - - NEW 17 BUILDING 1' MIN. REPAIR SIDENAS NECESSARY. CONNECTION M DO uD MOUNTED METAL RELOCATE POWER p/�I�+ 24' TYP, PROPOSED 4' BRICK TRIP CALCULATIONS PARKING CALCULATIONS HALIDE LIGHT I POLE, SPAN GUY PROPOSED t10,560SF ( SCREEN WALLS W/ I LOCATION MAP FIXTURES (3 TYP.) I AND ANCHOR POLE r .L NEW 5' CONCRETE 4" PRECAST CAP i V 2000 COMMERCIAL L (WEST SIDE OF NEw SIDE G C RBIN 9, 10 Determined from ITE Trip Generation Monuol Proposed GFA = 31,280 sf NEW 5' CONCRETE W+6TP CURBI G 7O BE F USH RT 7) 14.5' NORTH. TYp. All values represent PM Peak Hours Trip Ends Proposed Parking Spaces = 117 spaces SIDEWALK IS BE COORDINATE WITH I OFFITCuE BUILDING W/TH z411r >" g ALONG HAN ICAP SPAC S. 1 TYP �' I d NEW 6Ar6 R 6 n Existing Conditions - Allocation = 3.7 spaces/1,000 sf GFA TIED INTO EXISTING I� LOCAL SERVICE THREE FLOORS A 18 .T : I BENCH n.ku «xrn,� Rrw9ws LUC 210 (Single Family Detached House) = 1 Handicap Parking Requirements = SHELBURNE RD. PROVIDER. l J 24' _+ I I 70' SIDE LUC 320 Motel p SIDEWALK I TOTAL GFA = ±31,280 SF ) g• TYP-6 TYP i ����------- YARD ( ) = 19 101-150 spaces = 4 std. + 1 van NEW CONCRETE s eux� xtM w Total PM Peak Hour Trips Ends = 20 STEPS AND FFE=209.5' I SETBACK Proposed Conditions - NEW ELECTRICAL AND I 1 HANDRAILS I NEW 10'J /- - COMMUNICATIONS CONCRETE NE 20' OLE MOUN D O '.•"•'A LUC 710 (ffff General Office Building) = 47 SERVICES. I I 50' SIDEWALK CONCRETE "ter DOU LE S ED ED U H7 Proposed Increase in PM Peak Hour Trips Ends - COORDINATE WITH SHELBURNE RD. ENTRANCE FIXTURES (2 TYP. FOR NEW 2' BOLLARD LED N T - 47 trips - 20 trips = 27 LOCAL SERVICE - -- ---- -- -- PROVIDERS. REPAIR SETBACK _ SOUTH PARKING LOT) LIGHT FIXTURES (S TYP.) SIDEWALK AS I uE ® - . Burling NECESSARY. O sT sr uD - NEUD-u0 DESIGN FLOW SUMMARY NEW GANATE WITH I40 - - NEUNDER DRAIN (TYP.) CEDAR 4" SDR 35 PVC PERF. NEW B' HIGH - NEW CATCH END OF NEW 8' HIGH FENCING ))) PRIVACY LOCAL SERVICE I END FLUSH CURBING Ni - FENCE PROVIDER. REPAIR I I BASIN (TYP.) O • END OF PROPOSED Existing Water Demand - Existing Sewer Flow - SIDEWALK AS I * - - - NEW CONDITIONS & NECESSARY. i NOTES: YARDSEIBACK i FENCE Existing Motel with 40 units - Existing Motel with 40 units - 8 I 1. ALL EXISTING ON -SITE UTILITIES AND FENCING NOT L- 33 units O 1 bed/unit O 50 gpd/bed = 1.650 gpd - 33 units O 1 bed/unit O 50 gpd/bed = 1,650 gpd I Gt INCORPORATED INTO THE FINAL DESIGN SHALL BE - f178' - - 7 units O 2 beds/unit O 50 gpd/bed = 700 gpd - 7 units O 2 beds/unit O 50 gpd/bed = 700 gpd REMOVED OR ABANDONED IN CONJUNCTION WITH LOCAL Existing Single Family Residence - - Less municipal connection credit (20X) _ -470 and z1 SERVICE PROVIDER OR STATE REQUIREMENTS. UTILITIES PROPOSED PERMEABLE 3 bedrooms O 150 gpd/bedroom , 4gpd s Subtotal = 1,880 gpd 1 ¢ I 2. ALL PROPOSED WORK ON THE SIDEWALK FRONTING US PROPOSED PAVER WALKING PATH SITE PLAN Subtotal = 2,800 gpd Existing Single Family Residence -I 7 AND THE US 7 ITSELF IS IN THE CITY OF BURLINGTON DUMPSTER AND BENCHES Less low Row credit (10%) _ -280 and - 1 unit with municipal connection = 210 and N AND WOULD NEED APPROVAL AND APPLICABLE PERMITS. ENCLOSURE I SNOW Total Existing Water Demand = 2,520 gpd Total Existing Sewer Flow = 2,090 gpd YI COORDINATE ALL WORK RI L A WITH THE CITY OF BOORDINA E AND WORK IN STORAGE Proposed Water Demand - Proposed Sewer Flow - AREA oars 3. ALL PROPOSED WORK WITHIN THE HADLEY ROAD ROW END OF NEW FENCE MAR. 20, 2013 Proposed 31,280 sf general office building - Proposed 31,280 sf general office building - WI WILL REQUIRE A ROW PERMIT FROM SOUTH BURUNGTON - -- -- ------ Esl. 125 workers O 15 d worker = 1,675 PUBLIC WORKS. All water line and related work to be 9P / gpd - Est. 125 workers O 15 gpd/worker = 1,875 gpd performed In accordance with the Chomploin NEW 8' HIGH scAla A . Less low Flow credit (10%) _ -187.5 and Less municipal connection credit (20%) = -375 and I 4. ALL TEMPORARY PAVEMENT MARKINGS SHALL BE Water District Specifications for the CEDAR PRIVACY V, - 2Q' (v` 1 Total Proposed Water Demand = 1,687.5 gpd Toted -Proposed Sewer now = 1,500 gpd PAINT. ALL DURABLE PAVEMENT MARKINGS SHALL BE, Installation of Water Fines and Appurtenances, FENCE TYPE I TAPE, FROM THE VERMONT AGENCY OF henceforth the "CWD SpecRication'. PR NO. TRANSPORTATION'S APPROVED PRODUCT LIST. I 12197 LEGEND - - - -336- - - - EXISTING CONTOUR 338 PROPOSED CONTOUR — - - — APPROXIMATE PROPERTY LINE — — — — APPROXIMATE SETBACK LINE O IRON PIN FOUND a CONCRETE MONUMENT FOUND --- —SS GRAVITY SEWER LINE - —FM FORCE MAIN --- — W WATER LINE - —OE OVERHEAD ELECTRIC UE UNDERGROUND ELECTRIC --- — G GAS LINE — —ST STORM DRAINAGE LINE OS SEWER MANHOLE ® STORM MANHOLE HYDRANT 0 SHUT-OFF POWER POLE ® CATCH BASIN - LIGHT POLE SIGN } DECIDUOUS TREE .' CONIFEROUS TREE /l^rY-Y - wvl EDGE OF BRUSH/WOODS —"—•— FENCE - - --- DRAINAGE SWALE GRAPHIC SCALE ( IN FEET ) 1 Inch = 20 fL GENERAL NOTES 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not incorporated into the final design sholl be removed or abandoned as indicated on the plans or directed by the Engineer. 3. The Contractor shalt maintain as -built plans (with ties) for all underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or indirect result of the construction. 5. All grassed areas shall be maintained until full vegetation is established. 6. Maintain all trees outside of construction limits. 7. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. 8If the building is to be sprinklered, back Sow prevention shall be provided in accordance with AWWA M14, The Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plans for riser detail. 9. The Contractor shall submit shop drawings for all items and materials incorporated into the site work. Work shall not begin on any item until shop drawing approval is granted. 10. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. 11. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 12. Any dewatering necessary for the completion of the site work shall be considered as part of the contract and shall be the Contractor's responsibility. 13. The Contractor shall coordinate all work within Town Road R.O.W. with Town authorities. 14. The Contractor shall install the electrical, cable and telephone services In accordance with the utility companies requirements. 15. Existing povement and tree stumps to be removed shall be disposed of at an approved off -site location. All pavement cuts shall be made with a pavement saw. 16. If there are any conflicts or Inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question. 17, Property line information is approximate and based on existing tax map Information. This plan is not a boundary survey and is not intended to be used as one. Existing utilities are based upon information provided by the South Burlington Water and the Burlington Public Works Departments. No field work has been performed to create this site plan. In/t PER AS. PAUL & EDNA t 430 SHELBURNE RD. 01540-004" I W p APPROXIMATE SETBACK LIMITS a of >S IN IN I■ _ _ �_---b-___._ �■ — PROPOSED NORTH ONLY EXIT LANE I■ I14 12 G I I■ I' I I � I■ ' ■ PROPOSED SCREENING WALL N I■ * I I■ - I' I I i ■ I 12 12 XS ART HOSPITALITY, INC. 462 SHELBURNE RD. TAX MAP b1540-00462-C 3.85 Ac. 12 HADLEY - r ROAD • • PROPOSED SIDEWALK \ I _ -� �X. itr--vcFAi AND CROSSWALK20 G PROPOSED SEWER SERVICE I APPROXIMATE — -ss— — — — _ PROPERTY LINES _ no Ems_ _ — SS_ -- -- W- EX. 2' WA,,� MAIN -- 1S _ —� --_ — _IN_ — EXISTING CONCRETE SIDEL sr ■ ■ �� .—.—�� � _ssT_ I . I■ a _ IM t320' Y oral■ r.— PROPOSED WATER SERVICE — _ I' HI I l■ PROPOSED ± 10, 560 SF = I COMMERCIAL �• I OFFICE BUILDING WITH w I I II' THREE FLOORS I l■ I TOTAL GFA = ±31,280 SF I I• _ _ ■ n// ucCLAUGHLIN, rMOTHY -I s WHTE PL. dneo-0000s I I I SITE ENGINEER: I r I I I PAMI K & NNERE I I CIYiI Et4GiNEEROP4G ASSOQATES, 1t0L. nT oI 0000i I I 10111M16F8DYEWLAME SOURI"UNIf01t VT OM I 19i�deradEf AaC eslds4.an wk rw.o.wmW I OftAWN xT �, � _ JSO _ cxscxeo SAV APPNYRO i.5o IAPPLICANT: I I PIZZAGALLI I I' PROPERTIES I I LLC ■ I j 50 JOY DRIVE SOUTH BURLINGTON I H VERMONT 05407 I■ ■ n/I FLANAGAN, TE0 PROJECT: 243MADLE RDSTEES rJ d0150-00024 PROPOSED I I SITE NEW STOCKADE FENCING ; I I REDEVELOPMENT --EXISTINC APPROXIMATE WATER SERVICE AND ! 462 SHELBURNE ROAD ■ CURB STOP (TYP.) I SOUTH BURLINGTON n/r HOULIHAN, DANA 28 HADLEY RD VERMONT 05403 p750-0002eI Id `ZONING DISTRICT j° -------� a BOUNDARYsB / ss— mow_ — _ I PROPOSED _-0 —A REENING WALL 9 PROPOSED I •I _ —BIKE RAC — 8 — I 10 9 SMART HOSPITALITY, INC. 462 SHELBURNE RD. TAX MAP /'540-00462-C t.86 Ac. ■ ■ h �.rAn LI 11 V k So. BURLINGTON - LOCATION MAP I I vO a �O _ — — — — — I _ PROPOSED � 1440 � NEW STOCxn.:)E l 9 GRAVEL PATH FENCING PRELIMINARY II PROPOSED I ❑I A/29 WAOIEY ROC' I „ /t DIEMER PROPERTES. LLC = : o Q I' p150-°°°29 SITE PLAN 12 BACON S 0 anima a El IPROPOSED �— DUMPSTER APPROXIMATE t184' COMM. 1/RES. 15 ENCLOSURE SETBACK LIMITS 4r4µ'RE PARKING CALCULATIONS S. 4 R NIn4 N1M„LR I I n/I 20 9ACON STREET LLC I I BACON JUN. 27, 2012 OD-00pp I Proposed GFA = 31,280 of n/1 OIEMER PROPERTIES, LLO pO 14 BACON C • o Proposed Parking Spaces = 121 spaces po9o-ooD14 14 Allocation - 3.9 spaces/1,000 sf GFA I 1" = 20' I I I P.W. No. I I I 1 121970 SITE ENGINEER: II I �I I LEGEND /f 430 NESTECC, LLC / 1 n 1 MCCLAUDHLIN, w Y n/1 HOHL, ,/f CHASE, J. h K. 43o SHELBURNE RD. TIMOTHv rc PAikICK & ANNErcE 9 WHITE PL. N1540-00930 5 WHITE PL u ? WHITE PL #1]90-000U9 _ -- -- - -336- - - - EXISTING CONTOUR #nso-O000s _ o! #n9o-0000? II I _ ---336 PROPOSED CONTOUR I OF CONDUIT EXPOSED INI APPROXIMATE PROPERTY LINE / I s` �• GTO WEST CIVIL .DVIEWLANE fs ASSOCI11M V 050 am. SOT .& Ily°ti _ ,m u•,c " I,r. •rM '� ' p .o•. •.rM I eaEauarm BEIIHIb 27 .°Moan APPROXIMATE SETBACK LINE y/� / L Q t?v�z _ f50)_ t _ {� / �l,a•. mr E k m. O IRON PIN FOUND G I � / _ -._-_- _ _ __- �xr c m - 0 CONCRETE MONUMENT FOUND H I° MOTEL zo, JSO/GAC r THRESHOLD. / ---- ----SS EL GRAVITY SEWER LINE 'I I I / / ELEa \Oe II cxecxeo - o ° .=207 0 JUNCTI N FM FORCE MAIN Ili I I I a Box \ 1 $AV �CNCFIII / Al' RG�x9 P - W WATER LINE I� I o w I JSO - OF. OVERHEAD ELECTRIC \ I -�H-- ------ - / \� -.2te, APPLICANT UE UNDERGROUND ELECTRIC / II 1 , I \\ \ a / ;uI ,ILL PA \ V G GAS LINE N / vLMENI •� / 1 PIZZAGALLI �, ,_, I / --- ----57 STORM DRAINAGE LINE �i / / I J - _ / I $�� PROPERTIES (D SEWER MANHOLE I/�/ -t`- LLC ® STORM MANHOLE I ASP"ALT 81 � I I M07EL age 1 1 o I HYDRANT �°, In ERE os 9 346 SHELBURNE RD., ® SHUT-OFF �, O Ali a I NI \ uE-= _uE 9 SUITE 601 LL. MOTEL BURLINGTON • OIL FILL > �w o I -H r.ONCRrrE / THRESHOLD VERMONT 05401 ( E�.=2D$.4 I FLA. GAN,TRUSTEES n/18 HADLAN. LIANA 'w POWER POLE 'jj k n / 1 \ IY TEo r xHADL, TRusTEEs za HAOLEv RD. 24 HADLEY RD. ® CATCH BASIN r,o _�OIL I 1INGvso-000z4 NOTso-0002a PROJECT: u LIGHT POLE -EOE------ PLANTER SIGN r , FX. SMH4_ PROPOSED SMART HOSPITALITY, INC. )' UF1 I SITE DECIDUOUS TREE ( ( I " 6 RIM=21O.r 1 462 SHELBURNE RD. ♦ / I I/ r INv IN Oo•-" 2o29'TAX MAP 1540-00462-C 1 INv. IN (4' Pvc)-zos.r' CONIFEROUS TREE a k Ad INv o.IT lo' vc)-2ozR' ivvwwwv\ EDGE OF BRUSH/WOODS \I Ir�aas\ t.86 Ac. / \\ ; /'( REDEVELOPMENT ---°-°- FENCE Ip R I �u Ohl \ \\ CLEhNOUT � I TBM-HYD' I I PAVEMENT \\ 12 1 I APPRORwXIMATE EXISTING ELEV.=212 a - -- DRAINAGE SWALE GRAPHIC SCALE - \ / TF \ \ II� \_ CATER SEcE ANu 462 SHELBURNE ROAD EX. Cal w / / CABINET // \\ ro•. )1 CURB STOP RX. SOUTH BURLINGTON RIM-20}.B• `� " _ 4 _ INv. our ( 2" Pvc)•m5.e' VERMONT 05403 INV. OUT (8' PVC)•201.3' ) S i •_ _ _ i225' / T / --. - - _ ( IN FF.F.T) EX. SMHt 2 ORISCO _ G C ` f9 /-= n77 "-' - OE�T OE/T - -- OF/T 1 inch = 20 It, RIM=204.1 / _ l a / - I _G 2_URISCU 4_� a - - - SS _ ATE E%ISTING WATFR _ .7 X oo_ OUT i2- E aDMH7 / I I 8- CMI EK. 10" vC SEWER AI/ A^PRO%IM _- -t -SS- 5 i \ \ RETIRED Rf-I ING I �� J�ryy. Wit(18P )2•_2512.9' Ir �u NV IN (2 RIM' 2044• SERVICE AND CURB STOP RN•208.8' _ss NV IN 10 vC =200 9 --yo-- ° _ LOi I a OW �/ -IX- GENERAL NOTES Z - - - r 5 J �I INV. N (lei CMP).199T iw APPRO% EXSTNG \ nc iy hl O`er HADLEY/ RO WATER SERVICE INV IN (10' PVC)•2D01' N / `. _ E%. 6' AC W,(TER MAIN aNZ� AND CURB STOP _ t. Utlhties shown do not purport to constitute or represent all utilities located upon or 1Nv ouT (1e• cMP).19e.9• '�-�m'.�c,�_� - T P P P p -sT- - --1 - - -sT- X6 AC - -w - I- -a - -C EX. Mnir , jinx adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor Ex. C82 -�- - - - S - - - - - - Si -4•i - s shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The MM.204.2- Contractor shall contact Dig Safe (888-344-7233) prior to any construction. INV OUT (e• vVVCC)) 2000.a' Isnnc coNc9Ea sorwALK / - - - z R; soo- -a I ` \ \ ' _ - i TIMBER PLANTER ' _ \I ' S _ t - '�- REDUGOFR A J [Iry E%. SMH3 f -- _ _ � A111 2. All existing utilities not incorporated into the final design shall be removed or abandoned as RIM-2o4.3' d �---- o� i�_� r� til Boz- i V indicated on the Tans or directed b the Engineer. INv. IN rtr' VC --- - ,p T o, P Y 9 INv. our (iz° PVC)=2m 2' / Ps EED "^ Ir SPEED -- - ,-e -SPEED \ (/-/ I ; \c 1 EXIST wit I. -_ 3. The Contractor shall maintain as Ions with ties for all underground utilities. Those / BUMP LIMIT - / \ w. SERv OETerL n "<' ,.. / /' �j11 hI /��{ p ( ) g E%.CB34.3' / / '� I �Q. 1.-1 Jl�LI1VG lV1V plans shall be submitted to the Owner at the completion of the project. RIM -zoo.}' i AHEAD / / INV. OUT (a NOPE>.2ot.a' r / I I 25v / � i, *7A` 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or I / °coN0RL1E -r}• ,. indirect result of the construction. 6 ( I / PAT'O SMART HOSPITALITY, INC. \ I I I 462 SHELBURNE RD. 1 ( ( 5. All grossed areas shall be maintained until full vegetation is established. f TAX MAP #1540-00462-C PAVEMENT nFANouT I t.83 A=. � HOUSE LOCATION MAP soZ\ = 4 I ( ^( 1 '.THRESHOLD t 2000': 6. Maintain all trees outside of construction limits. \ I II !$ mp - e I EL-212.5 ok \a 7. The Contractor shall be responsible for all work necessary for complete and operable W� I \� OIL FILL facilities and utilities. Q * I GRASS LAWN I I Jo / POOL. \, Yt� OATB Cx6CIM R 8. If the building is to be sprinklered, back flow prevention shall be provided in accordance with i-. I Iu 1 AWWA M14. The Site Contractor shall construct the water line to two feet above the finished \ cONCRLTE M - 0 X, floor. See mechanical plans for riser detail. 14 ° I I t 1 PAVEMENT opt { / I MOTEL 2S 9. The Contractor shall submit shop drawings for all items and materials incorporated into the I ° ( l \\ y. THRESHOLD - I 9113 I \\ t�f EL.=210.0 site work. Work shall not begin on any item until shop drawing approval is granted. 1 - GA AGE FF CONIC. ° 10 In addition to the requirements set in these plans and specifications, the Contractor shall I °® \ \ \ - - .._ - EL =2T0.3 -H ry�1yy complete the work in accordance with all permit conditions and any local Public Works "'"'•'1 "`""" \ \\ t -`' II^ #f"r '$ T-?{i LQn Standards. \ I n °-,-- n a a SHED ---- - --- -- 11. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. \ ` ' ,-eot�� ±140 _ _ a __-- >•+••� "'• • �f "" "'vL EXISTING 12. Any dewatering necessary for the completion of the site work shall be considered as port of "'"""X \ NI ry n�i \ 29 HAD, Y R , '`� J 1 (-, - 29 HADLEY ICE the contract and shall be the Contractor's responsibility. I \�cO, `�I 1J1r� °0.\ I '•',_\I R., M,,,. ice% #075D-00029 CONDITIONS 13. The Contractor shall coordinate all work within City Road R.O.W. with City authorities, and all I Q RES.a work within the VAOT R.O.W. with the Vermont Agency of Transportation. All work related to the `��_ - -4'" ��� t178� s e�E M. 1/RE existing and proposed water services shall be coordinated with the South Burlington Water SITE PLAN Department and Champlain Water District. i°""` 14. The Contractor shall install the electrical, cable and tele hone services in accordance with rtH DIEMER PxePERHEC. LLc P sl 12 BACON ST. the utility companies requirements. #an9o-oo012 ,./r zo BACON STREET LLc zo Do-oN ST. 15. Existing pavement and tree stumps to be removed shall be disposed of at an approved #ooso-000zo off -site location. All pavement cuts shall be made with a pavement saw. -=4 nnrs xAwINL vL.NKUI l n/1 DIEMER PROPERTIES, LLC MAR. 20, 2013 16. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor WI 14 BACON ST. shall contact the Engineer for verification before work continues on the item in question. #0090-00014 sacs 17. Property line information is approximate and based on existing tax map information. This 1 - 20' C 1 O plan is not a boundary survey and is not intended to be used as one. I rrtm. No. 12197 / I l I I i I SITE ENGINEER: LEGEND j I - - - -336- - - - EXISTING CONTOUR 336 PROPOSED CONTOUR I NEW "DO NOT ENTER" SIGNS SNOW END OF NEW 8' 1 APPROXIMATE PROPERTY LINEFCIVIL EIIGINEEIING ASSOCUTES. INC. REPAIR SIDEWALK, (2 TYP.) STORAGE HIGH CEDAR ROADWAY AND AREA FENCE fOMARSRELD Yff1ylArE SOUIHBUtlIYORYL Vl O3106 APPROXIMATE SETBACK LINE CURBING AS eDeeeaam7 PAc eose6aa7/ •9tr rWr.PrN.mn NECESSARY TO - - -��- ±50 ±52 REMOVE EXISTING I 10' SIDE - - - � © x O IRON PIN FOUND CURB CUTS (TYP.)(_••.................................... ......... .YARO.5EiBACK'•+ ••` •. .. aARrvux - - - - - 0 CONCRETE MONUMENT FOUND ..:^•..................................................... .........-..,.,. ....4.-•. JSOI AC EXTEND NEW I, I17 ALL PARKING SPACES G -SS GRAVITY SEWER LINE CURBING TO h puo?s NEW UNDER �i4� ASSOCIATED WITH THE .NECKED EX. SIDEWALK I DRAIN CLEAN I ♦� 16' TYP. `� NORTH PARKING AREA SAS/ -FM FORCE MAIN I OUT (TIP.) y (HATCHED ARE S 0 PROPOSED 12' - I A) T nevaove - W WATER LINE NORTH ONLY _ --- _ - - BE CONSTRUCTED ° � /-) -\ WITH PERVIOUS �S� EXIT LANE I lO' �Zi _-- �2� `YJ iz, PAVEMENT (TYP.) -OE OVERHEAD ELECTRIC PROPOSED 4' 1 I L. APPLICANT NEW 20' POLE : -UE UNDERGROUND ELECTRIC BRICK SCREEN i WALL W/ 4" I N 1 - -- -- - - -- _ MOUNTED LED LIGHT - G GAS LINE PRECAST CAP o I Q Q CURB CUTS TO Q. FIXTURES (8 TYP. FOR PIZZAGALLI NEW DRAINAGE I I Nx -- -._BE INSTALLED ON NEW 4" SDR III S OF NORTH PARKING LOT) [+ -ST STORM DRAINAGE LINE MANHOLE ; I �4":I O I MEDIAN (BOTH D4EEYE) 35 PVC PERE. UNDER DRAIN PROPERTIES QS SEWER MANHOLE l I -- - - - - -- - TYP 10' SIDE i--NEW CATCH ( ) �Er YARD 1 1 /� STORM MANHOLE RD SETBACK 1 SETBACK LLL.i 50 HELBURNE -� •' I / BASIN (TYP.) HYDRANT 24' 346 SHELBURNE RD., uU O _-I ST' Sri sT -- TYP. ® SHUT-OFF -� I SUITE6O1 _� ST BT ST 6T * NEW • OIL FILL �-_-NEW 6" R 3 15' MIN SPEED BURLINGTON hh�� VEGETATIVE NC I I +1 PVC UNA DRAIN -NEW 15" HOPE -- � BUFFER gHEgp VERMONT05401 1-y - POWER POLE COLLECTION LINE DRAINAGE LINES d =� _ r - �-y WITH CUE N OUTS ® CATCH BASIN NEW 8' HIGH o-o LIGHT POLE _= '- - - - t CEDAR FENCE ROJECT- NEw P 1 a 9 �9' TYP. SIGN 1 -- - - - ,• ,B• - f. Ex. SMH4 PROPOSED ^ DECIDUOUS TREE _ TYPRIM=z1o1' SITE @ - INV. IN (10" Vc)-20219 CONIFEROUS TREE REPAIR SIDEWALK, -- I L - - - J. I INV. IN 14' Pvc)-205.r 1 - - l - _ 1 INV. OUT (10" VC)-202.IV rwwv-rv-vv� EDGE OF BRUSH/WOODS ROCURBINGADWAY AAS i I 1 `T NEW T WIDE YI NEW 4 D.I. WATER SERVICE REDEVELOPMENT NECESSARY TO I 16• TYP. LANDSCAPED, (1 AND TA PING SLEEVE TO BE -"---- FENCE REMOVE EXISTING I 1 CURBED 30' NADLEY RD. `� NEW BENCH AND IN 0 EX. WATER MAIN. GRAPHIC SCALE CURB CUTS (TYP.) I (�!��� MEDIANS SETBACK APPROXIMATE EXISTING REPAIR EWALK, ROADWAY --- ---- DRAINAGE SWALE 1 I c�J II Vh' I WATER sERwcE AND AND CURBI G AS NECESSARY. 462 SHELBURNE ROAD CURB STOP EX CB EX CB1 _ EXIST. '� REMOVE CURB STOP RIY.: .9• SOUTH BURLINGTON RIM-2o3.6' _ _ _ _ _ _ _ _ _ _ _ AND CAP LINE (TYP.) INV. OU (12" PVC)-203.e' VERMONT 06403 INV. OUT (e- PVC)-201.3' S _ C -- i225' -- --- - - - - ( IN FRET) -_. '- _..... - _ - 1 inch = 20 It. EX. SMHt z' ORISCO _O - Ok/T - =� - �- 0 2�UT - OE/' / RIM=2o4.1' OE T INV. IN (10" VC)=200.9' APPROX MATE rX CTING wa TFR %� e--------------------------- - ---___ ZONING REQUIREMENTS INV IN D2 PVG>-20as' SERVICE AND CURB stop r _ PROPOSED 5' CONCRETE SIDEWALK NE • EXTEND NEW w RETIRED 4' c.I YON'lINv. our 02' vc)-zoo3' REMOVE CURB STOP AND CROSSWALK TO BE CENTERED DRAINAGE CURBING TO o PRRssIRrIP2101 EX. DMH2 EX 10' v: a6 e MA. AND CAP LINE (TYP. / -ON XISTING SPEED TABLE MANHOLE PROPERTY LINE )-xo5s'Zonin District - C7 15 - -SS -SS- '� - 55 W-T P>-�Q2.B' S 9 RIM-2oA.4• / APRaox. Exlstrwc S\ �.� Required Existing Proposed INV. N (1 D" CM EXISTING OVERHEAD � � I HADLEY ROA IIIIIIIII WATER SERVICE ¢ �� -_ - Minimum Lot Size (El - 40,000 ±73,557 ±73,557 INV. IN (10" Pvc). Uses: LINES TO BE RELOCATED - -AND CURB SrOP - • ...,, INV. OUT (10" CNP).199.9' e'J' E-L_ W_ EX. 6" AC Y/ATER MAIN -W �- c�. W IEX, E' AC Maximum Building Coverage (%) - 40 ±26.6 ±14.5 ST - - - -ST - -� - - - - -5I =_ _-_ - - - ;IAIER MAIN D(o Les Ex. Ce2 __________-________________------ _. ��- maximum Lot Coverage (7.) - 70 ±69.5 ±70.0 RIM .2o4.z - _ - - - _- sl _ Maximum Frontage Coverage Shelburne Rd. (%) - 30 ±37.9^ ±57.4• NV. IN (10- PVC)-000.7' _ �I( - - T-'-' I 24 aRexecT INV. OUT (e- Pw).20D.6' �� --- T OCATION Maximum Frontage Coverage Hadley Rd. (%) - 30 ±54.9^ ±61.4• --'- ---'------ --- I J Ex SMHS .� AEI 31�� - - -#60 5T - - - Minimum Front Yard Setback Shelburne Rd. (ft) - 50 ±19.5^ ±10• RIM-20o3' .ti¢ ��, APPROXIMATE - Minimum Front Yard Setback Hadley Rd. (ft) - 30 ±23.6^ ±8• INv. IN (12' VC)-2013 / ,. R LANDSCA ED, ;. LxlSnuc z"X6" Minimum Side Yard Setback ft - 10 ±4.9^ ±10 INv. our 1Y PVCEX?cB! BUMPS NEW 25 ExIST -, ExIST, euMP ..PROPOSED NQ30 SETBACK RD 1' B EAK N W N " DI ..w., sE UCER ' ( ) I` L CURBED EDIA 1.RE ( ) NEW INV. IN IS- PVC;201.Y SPEED' LIMIT Maximum Building Height (ft) - 35 (flat) ±25 ±42• J / (� ,,NC A,E 0 �0 �LINGTON ,�.,. _ WR v` 1 E%ISTING WATER . t RIM-2 C93 AHEAD +, BIKE RACK RVICE AND Notes: INV. OUT (a" HDPE).2o1.6' :- I NEW o CUR ING OR CORn N W 6" SDR 35 PVC SEWER SERVICE TO W,t'2 • NEW 4" D.I. W "R DRAINAGE SERv1rE " - Represents existing non -conforming dimension. !o •X3a' SERyA E, WI STOR2 ' - Represents proposed non -conforming dimension for which a waiver is being requested. BE TIED INTO EX. SMH3-SLOPLti 1/#F PER - - - -- FIRE-DEPARTM - - - - - NEW 12' BUILDING I V MIN. REPAIR SIDE LK AS NECESSARY. UD uD uD ; - MOUNTED METAL RELOCATE POWER CONNECTION 24' TIP PROPOSED 4' BRICK TRIP CALCULATIONS PARKING CALCULATIONS HALIDE LIGHT POLE• SPAN GUY PROPOSED ±10,5GO SF - L SCREEN WALLS w/ I LOCATION MAP FIXTURES (3 TYP.) AND AI•(CHOR POLE �! COMMERCIAL wr NEW 5' CONCRETE 4" PRECAST CAP ( r=2000 (WEST SIDE OF NEW SIDEW G C REIN 9, Determined from ITE TripGeneration Manual Proposed GFA = 31,280 sf NEW 5' CONCRETE m OFFICE BUILDING WITH W16.7P CURBI G TO BE USH 10 p RT. 7) 14.5' NORTH. 24'x17' G ALONG HAN ICAP SPAC S. 1 TYP ' �' F All values represent PM Peak Hours Trip Ends Proposed Parking Spaces = 117 spaces SIDEWALK TO BE Yt COORDINATE WITH I 6 I eI NEW DATE CRECOU, REVISION Existing Conditions - Allocation = 3.7 s aces 1,000 sf GFA TIED INTO EXISTING o * LOCAL SERVICE - 18 BENCH P / SHELBURNE RD. II I PROVIDER. THREE FLOORS + - ./x./u c1--Xe sDHs LUC 210 (Single Family Detached House) = 1 Handicap Parking Requirements = - -_ 24' , LUC 320 Motel = 19 101-150 s aces = 4 std. + 1 van SIDEWALK -NEW CONCRETE e t TYP. .. - I 70' SIDE T/ / ( ) P STEPS AND I TOTAL GFA 31,280 SF a' rw , ���- --- YARD Total PM Peak Hour Trips Ends = 20 NEW ELECTRICAL AND I I HANDRAILS I FFE=209.J^ NEW 10' i , 1 SETBACK Proposed Conditions - IXX COMMUNICATIONS CONCRETE ., NE 20 Eo MOON D LUC 710 (General Office Building) = 47 SERVICES. .I 50• . SIDEWALK AT ,, DOU LE S ED ED LI HT 9 ' d Proposed Increase In PM Peak Hour Trips Ends - COORDINATE WITH - - § E --- SHELBURNE RR x ENTRANCE _ FIXTURES (2 TYP. FOR NEW 2' BOLLARD LED N 47 trips - 20 trips 27 LOCAL SERVICE SETBACK _ _ ;� SOUTH PARKING LOT) LIGHT FIXTURES (3 TYP.) .N a PROVIDERS. REPAIR - ue I -- A. _----- -_ SIDEWALK AS sT IT uDTUD uD NECESSARY. "-NEW 4" SDR 35 PVC PERF. NEW 8' HIGH NEW GAS SERVICE. -L ±140 1 UNDER DRAIN (TYP.) I C CEDAR DESIGN FLOW SUMMARY COORDINATE WITH END OF NEW 8' HIGH FENCING PRIVACY P ED NEW CATCH END FLUSH CURBING I �� FENCE LOCAL SERVICE I n PROVIDER. REPAIR BASIN (TYP.) N Existing Water Demand - Existing Sewer Flow - SIDEWALK AS I *1 10' SIDE - - - NEW OF NECESSARY. NOTES: FENCE CONDITIONS & Existing Motel with 40 units - Existing Motel with 40 units - w I 1. ALL EXISTING ON -SITE UTILITIES AND FENCING NOT YARDSETBACK 33 units ® 1 bed/unit ® 50 gpd/bed = 1,650 gpd - 33 units ® 1 bed/unit ® 50 gpd/bed = 1,650 gpd q INCORPORATED INTO THE FINAL DESIGN SHALL BE r 3178 UTILITIES 7 units ® 2 beds/unit ® 50 gpd/bed = 700 gpd - 7 units ® 2 beds/unit ® 50 gpd/bed = 700 gpd REMOVED OR ABANDONED IN CONJUNCTION WITH LOCAL i ExistingSingle Family Residence - I I SERVICE PROVIDER OR STATE REQUIREMENTS. 9 y - Less municipal connection credit (20%) _ -470 Cod <` PROPOSED PERMEABLE - 3 bedrooms ® 150 gpd/bedroom = 450 and - Subtotal = 1,880 gpd 'I 2. ALL PROPOSED WORK ON THE SIDEWALK FRONTING US'. PROPOSED PAVER WALKING PATH SITE PLAN 7 Subtotal = 2,800 gpd Existing Single Family Residence - 7 AND THE US 7 ITSELF IS IN THE CITY OF BURLINGTON DUMPSTER AND BENCHES - Less low flow credit (10%) _ -280 and - 1 unit with municipal connection = 210 ood AND WOULD NEED APPROVAL AND APPLICABLE PERMITS. ENCLOSURE SNOW Total Ezlstinq Water Demand = 2,520 gpd Total Existing Sewer Flow = 2,090 gpd �� COORDINATE ALL WORK IN ROW WITH THE CITY OF STORAGE r PUBLIC WORKS. water line and related wore to be END OF NEW FENCE DATE D.-N. NDMRER BURLINGTON AND VTRANS. Proposed Water Demand - Proposed Sewer FlowAREA MAR. 20, 2013 - 3. ALL PROPOSED WORK WITHIN THE NADLEY ROAD ROW _ WILL REQUIRE A ROW PERMIT FROM SOUTH BURLINGTON Proposed 31,280 sf general office building - Proposed 31,280 sf general office building - wI All - Est. 125 workers ® 15 gpd/worker 1,875 gpd - Est. 125 workers ® 15 gpd/worker = 1,875 gpd I performed in accordance vita the Chomps a.n NEW 6 HIGH scAt.e - Less low flow credit (107) _ -187.5 Coal - Less municipal connection credit (20%) = -375 and 4. ALL TEMPORARY PAVEMENT MARKINGS SHALL BE water Dis!rIc Spe�iOoa❑ons for the CEDAR PRIVACY 111 = 20' C Total Proposed Water Demand = 1,687.5 gpd Total Proposed Sewer Flow = 1,500 gpd PAINT. ALL DURABLE PAVEMENT MARKINGS SHALL BE, Installctio^ of water ones and Appurtenances, I FENCE TYPE I TAPE, FROM THE VERMONT AGENCY OF henceforth the ' CWD Speci'ication'. TRANSPORTATION'S APPROVED PRODUCT LIST. 12197 LEGEND -----336---- EXISTING CONTOUR ---336 PROPOSED CONTOUR -- - - APPROXIMATE PROPERTY LINE --- - - - APPROXIMATE SETBACK LINE O IRON PIN FOUND R CONCRETE MONUMENT FOUND - -SS GRAVITY SEWER LINE -- -FM FORCE MAIN -- -_ W WATER LINE - -OE OVERHEAD ELECTRIC -- -UE UNDERGROUND ELECTRIC - -- ---- G GAS LINE - -ST STORM DRAINAGE LINE QS SEWER MANHOLE ® STORM MANHOLE HYDRANT a ® SHUT-OFF • OIL FILL v., POWER POLE ® CATCH BASIN o-o LIGHT POLE SIGN DECIDUOUS TREE CONIFEROUS TREE rvwrrv^rvv� EDGE OF BRUSH/WOODS =---o FENCE GRAPHIC SCALE - - DRAINAGE SWALE IN FEET ) i ch = 20 ft. n COVERAGE CALCULATIONS Total Lot Size = 73,572 sf Total Existing Impervious = 51,132 sf (69.5%) Total Proposed Coveroge = 51,500 sf (70.0%) Totol Proposed Pervious Pavement =-11.665 sf Total Proposed Impervious = 39,835 sf (54.17 ) NEW DMH1 If RIM=203.5' (MATCH EX. GRADE) NEW CEM INV. IN (EX. 18" CMP)=MATCH EX. INV. RIM=203.8 INV. IN (NEW 15. HDPE)=197.4 INV. IN (15" IHDPE)=199.2 / INV. IN (NEW 6" SDR)-197.81 INV. OUT (15," HDPE)=199.1 oti �a, INV. OUT (EX. 18" CMP)=MATCH EX. INV. L- / - _ GO f - - i125_�t=,DZ� - - - f50- t5� - 205 - - EXTEND NEW I + 205.4 + 205. + zo5.4 2os. � � ,I ALL PARKING SPACES CURBING TO oll / + 2056 \ NEW C82 14 ASSOCIATED WITH THE I EX. SIDEWALK I o+\ 1 ♦� �+� RIM-203.8 INV. OUT (15" HDPE) 200. NORTH PARKING AREA 2os. \$ C.o.-202. c.o.=zoz.o C.a-2oz.D (HATCHED AREAS) TO r - BE CONSTRUCTED PAVEMENT (TYP.) rH PERVIOUS _ `o I a it 4 �// 20 20 i /LOLL.- - // - T. CONCRETE I --- I - _-NZ-APRm,F u ( III - NEW 4" S�R I F -_-- - -- 35 PVC P F UNDER DRAIN ( m (TYP.y / 35 NEW O205 C.0 =198.6 S,' -1 9.a .0.=199.9 ST C.0-2002 CO0 201.2 td -_. I . .o. zoz.D +II / -. _ PVC UNDER RAIN d / NEW 15" HOPE / T__ - `./ / COLLECTION LINE' DRAINAGE LINES I WITH CLEAN 0U-TS. c - 20 I � '4--2020 20IDE CURB CUTSSIITION CURBEOZ----- TO BE INSTALLED ON ES 09 MEDIANS*_ --_ C 0 -2-A 206. a.a -2D2.a CD.202.° - -- CA_202O I I � } \ C.D.-202. o LNEW END LINE\ CLEANOUT (12 �T-YP I .P + 205.4 2 I EXTEND NEW CURBING TO PROPERTY LINE Ez. DBa IDM-203s' 81M-toe.p' �, ) MV. WT (12' PVC)-205.6' INV. OUT (6 PVC)-201.3 ) St+207.7 f\ -- / - ----------------------------..........---.._ %. - -.0E- - - - - - - - - J / f / �LOt` / R MW 207 6' MATCH E%. GRADE t� II«v CMP)-203.0' E%. DMH2 " ( ) VNV. IN (1`" PVC) -'OS ]' , �I (/ INV. IN (EX. 181 CMP)=3201.9' (MATCH EX. INV.) P, � �INv. OUT IS- CMP -2029' INV. N C CMP))-?99T� 1 / HADLEY ROAD INV. IN NEW 1 HDPE)=202.2' I / INV. IN (10" PVC)-2001' \\\\\ U / // _1 INV. OUT (EX. "CMP)=t201.8' (MATCH EX. NVa) ;"'--+ INV. OUT (16' CNP).1969' / I EX. C82--5r -ST- -- -/- r__-_ ---- SI_________----------------•-___-�rsr__-e.-*=_.+++-�....._.--._...cL..._...._ HIM -204.2' -. - INV. IN (10' PVC)-200.7'TIV INV. OUT(6'PVC)-200.5'- zo7 -- 208 209 I,NEW,- 5 CONCRETE / ?08 /END CUR LNG ( O O PIM-z0a.]' I SIDEWALK WITH INV. OUT (9' HDPE)-201.6' / I / Q •� CURBING. CURBING NE CBN (1,64.rTO BE FLUSH ALONG FNUOSH RIM=2 is, � Aj d HANDICAP SPACES. CURBING UD INV. 0 T (12" HDPE)=PD03.0- - I UD NEW CONCRETE o oy NEW CB3 I GRADE ALKING q \ STEPS AND ,, PROPOSED ±10,560 SF + 20 9 RIM=203 PATH T DRAIN HANDRAILS $ -, COMMERCIAL ° T NV N (" PVG =2 4.2' NEW 5' CONCRETE 1 +a;L 20 3 �� I IN IN (2" HD�E)=202.6 �Q w SIDEWALK TO BE / * o o `"" {, y OFFICE`BUxuNG WITH_ _ _ _.., __ _ G �2oa7 IN IN (I�5" HD/�E)-202.6 n, d TIED INTO EXISTING I 1 �17T`{t5 �yDPE _ SHELBURNE RD. _ THREE FLOORS SIDEWALK TOTAL GFA = ±31,280 SF I � I FFE=209..5' INSTALL CURB-)t I I STOPS AT ALL N " HANDICAP PARKING B 'tiS SPACES 5 12'X15' BERMS WITH 3:1 TYP. ry'`ry N I -- ( ) %/T�j HOPE WYE SLOPES (TYP.). SEE CONNECTION LANDSCAPING PLANS. O I* I C.0.-207. A 209 s�z Is0z-z- - T 6°t` ` 3140 _ _ _ - - _ _ CO.-205.2 I NEW CB6- RI MFLUSH I )=.Q6`NG *INV. OUT (12" HOPE-2047' \z II o \ O C NOTE: ALL EXISTING ON -SITE UTILITIES NOT INCORPORATED INTO THE FINAL DESIGN SHALL BE REMOVED OR ABANDONED IN GRADE AREA CONJUNCTION PATH LOCAL SERVICE TO DRAIN PROVIDER OR STATE REQUIREMENTS.' NEW CBS RIM=208.2' INV. OUT (15" HDPE)=203.6' I I SITE ENGINEER: r 1P CIVIL INGINIIRING ASSOCIATES INC. 10MVNEDVIEWIAI£, SO117HOLFUMM,, VT OW 60pd64,1p9J FO6 6W664-ffi7/ w6: ww.u.+taom JSO/GAC CHECKED SAV APPROVED JSO APPLICANT: PIZZAGALLI PROPERTIES LLC 346 SHELBURNE RD., sulrE 601 BURLINGTON VERMONT 05401 PROJECT` PROPOSED SITE REDEVELOPMENT 462 SHELBURNE ROAD SOUTH BURLINGTON VERMONT 05403 Z' - n_ 9 -(m ROJECT'� J" A 71 ,So. BtJRI,INGTO N LOCATION MAP - 1" = COW PROPOSED GRADING SITE PLAN I DATE HA.IN4 NUMHY.H MAR. 20, 2013 6 I 111 = zo' C 1.2 12197 I LEGEND - - - -336- - - - EXISTING CONTOUR 336 PROPOSED CONTOUR — - - — APPROXIMATE PROPERTY LINE — — — -- APPROXIMATE SETBACK LINE O IRON PIN FOUND O CONCRETE MONUMENT FOUND — —SS GRAVITY SEWER LINE --- —FM FORCE MAIN -- W WATER LINE - -OE OVERHEAD ELECTRIC --UE UNDERGROUND ELECTRIC ---- G GAS LINE — —ST STORM DRAINAGE LINE QS SEWER MANHOLE ® STORM MANHOLE HYDRANT ° ® SHUT-OFF • OIL FILL •n, POWER POLE ® CATCH BASIN n-o LIGHT POLE SIGN DECIDUOUS TREE CONIFEROUS TREE rwvvwvvv� EDGE OF BRUSH/WOODS —D—D— FENCE GRAPHIC SCALE -- — DRAINAGE SWALE IN FEET I t i ch = 20 ft. LIGHTING CONTOUR LEGEND — — — — — A - 5.00 fc - - - - - - B - 2.00 fc -__._..__... --- C m 1.00 fc --- - -- D - 0.50 fc ------ ------ E - 0.10 fc LIGHTING CALCULATIONS DXF file creoted by LitePro 2.030 on 5/22/2013 12:31:09 PM I OLaI JIIe JDL.1 J%J....... IOhf. rkin Lot 62 475 J5.0UU 1U..4D3J 4J.4a6 U.UU 1N4.F67N P 4.77 [North or Ing Lot 11014 1500 11.64 13.67 10.64 1 5.69 12.54 B1 I KIM �IGFj,TING CB24-10LED-35K (1) BT1 CB24-10LED-3500K 1696 24" Ground/ Nona 0.85 3 P3 0 KI ,PIGHTING ALT3P35-96L4K-N (1� PT3" ALT3P35-96L4K-12D-NFO 7768 20' Square/ 36" Reveal 0.85 4 P5 6 KI "LIGHJING ALT5P35-96L4K (1� PTS ALTSP35-96L4K-120 8922 20' Square/ 36" Reveal 0.85 8 WW S PHILIPS GARDCO 101WT60CMPE (1) WWT" 101-WT-60CMPE 6900 12' Wall/ Nane 0.85 3 I SITE. ENGINEER: I I I I I NEW 20' POLE MOUNTED TYPE 5 DISTRIBUTION LED r LIGHT FIXTURES (P5-4 TYP. '_-- FOR NORTH PARKING LOT) CIVIL ["GINEEN"IS ASSOM71M INC. •, {' o ,�: fOW81ILD !1 BUillli7fYl, VTOW k I. •.. •Igmaeertaale f r ft t.50' 52' o- t}--- o- C_ o--- o- o- o- o-- OTAIDN JSON o- r s /GAC 1 Ig '--- --�-- (. 1 NEW 20' POLE o . �� \ - ` / ♦ .^. \ r MOUNTED TYPE 3 .ISO 10 ��z, 92f ��z T DISTRIBUTION LED I LIGHT FIXTURES APPLICANT: i - D (P3-4 . FOR TYP NORTH PARKING LOT) P3 P5 P5 / P3 - PIZZAGALLI 4 I PROPERTIES On 346 SHELBURNE RD., SUITE 601 BURLINGTON / I VERMONT 05401 P5 PS _ � 1 � PROJECT: 3 I PROPOSED r I SITE -- o REDEVELOPMENT r 462 SHELBURNE ROAD 1jI �? -T D J� VERMONT 05GT � SOUTH BURLINGTON -1-- - - - - - - - --- .E -.g 4. 1_. 3225' --D -tr_ - - . i . f- - - HADLEY ROAD � r ---------------------------------- ±140 ---- T-1 ----- -- R-;= SO_ I� U ILI N �IO N N2 WIDETHROWDISIUTIOO0 HALIDE T �a FIXTURES (WW-3 TYP.) > 1 A -__ -_ -__-. PROPOSED ± 10, 560 SF f - Q I LOCATION MAP W1N COMMERCIAL 1" = 20ao - OFFICE BUILDING WITH ��o) �� �� DATE A D THREE FLOORS r< 1 P51 fe fa d Ps Ill -D TOTAL GFA = ±31,280 SF � s P5 PS n — ' $ a°R• Atu�, s FFE=209.5' WW ° <B7.pl. — — �1- - -Ll igton -- t140 PROPOSED LIGHTING ,E 3178SITE PLAN E, v IINEW 20' POLE MOUNTED TYPE 5 DISTRIBUTION NEW 2'- LED LIGHT FIXTURES BOLLARD LED nare LNG NUMRE% (P5-4 TYP. FOR SOUTH LIGHT FIXTURES MAR. 20, 2013 D PARKING LOT) (B1-3 TYP.) sc ,IF_ 20' C 1.3 PROJ. NO. 12197 LEGEND - - - --3]E- - - - EXISTING CONTOUR 336 PROPOSED CONTOUR — - - — APPROXIMATE PROPERTY LINE — — —- APPROXIMATE SETBACK LINE O IRON PIN FOUND 0 CONCRETE MONUMENT FOUND - ---SS GRAVITY SEWER LINE M FORCE MAIN W WATER LINE — OE OVERHEAD ELECTRIC — —UE UNDERGROUND ELECTRIC — — G - GAS LINE — —ST STORM DRAINAGE LINE ® SEWER MANHOLE ® STORM MANHOLE HYDRANT ® SHUT-OFF • OIL FILL n. POWER POLE ® CATCH BASIN LIGHT POLE SIGN DECIDUOUS TREE CONIFEROUS TREE EDGE OF BRUSH/WOODS -- --- FENCE GRAPHIC SCALE --- DRAINAGE SWALE ( IN FEED ) I men = 20 It, EROSION CONTROL LEGEND _-_— SILT FENCE — D a CONSTRUCT FENCE QO INLET PROTECTION 0 STONE CHECK DAM I SITE ENGINEER: � I DISTURBED GRASS AREAS r Tf STABILIZED WITH 4" MIN. A INSTALL 50' STONE CONSTRUCTION T P SOIL. GRASS SEED AND 1 M LCH AND WITH ENTRANCE PRIOR TO CONSTRUCTION. MAINTAIN UNTIL UNTIL PERMANENT VEGETATION PROJECT COMPLETION ISIESTABLISHED (TYP.). I aftEI'lWIiFERII'1G ASSOCIATES. Mc- / I Q I 10 MMtSRBD WWLAW,, SOUIR&Rl.W1ON 1T 064M .:'E� tia' I 50i� EOYlE�Sttl fAC @!!{t2T1 wt ww.arKaan 15 m ® za 1 JSO/GAC P i TEMPORARY TOPSOIL STOCKPILE. ' 1 _ EXISTING \ �4 yl KEEP PORTIONS MULCHED THAT cxecreD j TREE TO BE �� �M ARE NOT IN USE WI7H1 7 SAV REMOVED DAYS. INSTALL AND MAINTAIN SILT FENCE AROUND PERIMETER. — .eexaveo 12 _ (12� lq, 12 �J JSO u APPLICANTWill_ . \ \ 10l r,4 ; 20 20 �l TEMPOR Y iDi� TOP PIZZAGALLI /�- / SOIL II - STOCKPILE PROPERTIES zn i - - -, • --I s LLC INSTALL INLET PROTECTION ON ( 1 ALL CATCH BASINS DU ING CONSTRUCTION. MAINTA UNTIL 346 SHELBURNE RD., _ PERMANENT VEGETATI SUITE 601 O I a -_ I N pT sr— T sr - HAS BEEN ESTABLISHE°D�(TYP.). «I / - BURLINGTON d { VERMONT 05401 INSTALL 50' STONE CO STRUCTION _ ENTRANCE PRIOR TO / --•- PROJECT ON. MAI UN PROJECT: __- CONSTRUCT NTAI TL 20 / g. 20 0 ... - COMPLETION ( TYP.. PROPOSED I I \ ?OS SITE EXI3gNG REDEVELOPMENT I TREE TO BE 7'NSTALL CONSTRUCTION FENCE AROUND PERIMETER I i REMOVED Zp5 O I OF BOTH LOTS PRIOR TO UNTIL PROJECT coi�Pi IN 462 SHELBURNE ROAD 1a� I ri SOUTH BURLINGTON VERMONT 05403 225­ _ (— _. l { ..,✓•Ill "l INSTALL SILT /------------------ FENCE— __ _ AROUND 1155- — - ss S - DONM-BLARE > _ _� — — — �� _ PERIMETER OF ——HADLEY ROAD �— I , I -s0 °on" BOTH LOTS cid [-1�- — — w- — — —_—_— -w . IV - CONS — — PRIOR TO N U•Il �.. I s CONSTRUCTION. I ,� I � � � , � � � r MAINTAIN UNTIL sT — -sr 1 — / _-. SI_________- / PERMANENT-___________ _______ __ __-_______ VEGETATION HAS BEEN _ ; d.IA - • 3;� PROJECT ESTABLISHED. _ _ • _ �"MITI / n _ `0 _ _ _ Jo w • ocnory 4 s 208 209 w So_ BLRLINGTON a, l i �R E ±1 F I TEMPORARY N LOCATION MAP SD OPOS D 0,560 S t z. I I TovsaL 1. _ I zaoo I ' I b u COMMERCIAL I 9 STpC!(PILE OFFICE BUILDING WITH H Q I % THREE FLOORS ti TOTAL GFA = ±31,280 SF I I I i FFE=209.5' TEM ORAR SOIL TO LE. J I I EXISTING KEE I POf TIO MUL HED AT I I ARE NOT N US WI IN 7 t TREES TO BE EEXT T'BE N - REMOVED DAYS. INSTAL AND MAINTAIN q. a SILT FENCE AR D PERIMETER. REMOVED _ a LE 2 2C8 9 / 0,I * 1 Esurling 0l EXISTING Q sOz- �Di t140 TO BE REMOVED N �O c - 1 INSTALL STONE CHECKS DAMS 'D) O PROPOSED DURING CONSTRUCTION. MAINTAIN _H \ C I UNTIL PERMANENT VEGETATION `�`'. HAS BEEN ESTABLISHED (TYP.). EROSION I t178 CONTROL I I ALL DISTURBED GRASS AREAS EXISTING TO STABILIZED WITH 4- MIN. REMOVED TREES TO BE SITE PLAN TOP SOIL, GRASS SEED AND 1 MULCH AND MAINTAINED UNTIL PERMANENT VEGETATION I IS ESTABLISHED (TYP.). DATE aexnc v. anr. i, MAR. 20, 2013 Ec"� , 4 I I 1"=20' C 1 o . ND. 12197 m WOOD POST CONSTRUCTION FENCE DETAIL NTS FILTER FABRIC TO BE POST MIRAFI IOOX OR APPROVED FOUAL POST SPACING 36" MIN. 2 z WOOD 2.5 2 METAL POST 10' 4 x 4 W000 1p• 8 24" MIN. FILTER FABRIC TO RE CUPPED, BELOWGRA AND TAMPED B" BELOW GRADE STEEL OR WOOD STAKES SEE CHART AT RIGHT 1. INSTALL MIRIFI ENVIROFENCE, OR APPROVED EQUAL OR AS DETAILED ggHEREIN. EE 2. INSTALL SILT FENCF�S nT TOEggHISF INCLUDESRALLyFILI'EDLOREUNPROTECTEDRSLOPES TO CON7 URS AS OSSIBLE. T CREATED CCDURING CONSTRUCTION, ENOETE NECESSARILLpY REFLECTED ON THE FINAL WRENS ACC UMUEATFD TO HAQLI_ h{{[ HENCIET OF IhI[ fCNCC10 HE FCE'NCES ARI?IM WENT BE MAINTAINED UNTIL SLOPES ARE STABILIZED. 3, WHEN TWO SECIIONS pF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALT. BE OVERLAPPED BY 6 , FOLDED AND STAPLED. SILT FENCE DETAIL N.T.S. TOSTS AND ATE A 4"XB" ANGLE 1H, SET POST UPSLOPELOPE STABILIT SELF CL 46'f MIN. 3 ATTACH FILTER FABRIC TO THE ARE FENCING LVENCH, XIEND 11 TO 2 STAPLE THE WIRE MESH FENCING TO WIRE POSTS, FENCING 4. STAPLE THE ARE MESH FENCING TO END POSTS COMPACTED BACKFILL SILT FENCE CONSTRUCTION DETAIL N.T.S. DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2R OR GREATER ROADWAY R\ `-FILTER FABRIC SECTION A_— A \ NOTE: / SANDBAGS OR SPILLWAY USE SANDBAGS OF CONTINIJOLIS BERM BERM OR OTHER APPROVED METHODS EQUIVALENT TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY e � h0 I TI 3L 14 z._,. ---'- -� COURSE AGGREGATE 12' MIN r MIN. B" THICK I DIVERSION RIDGE PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAI WILL PREVENT IRACKING OR FLOWING OF SEDIMENT MID PUBLIC RIGHT-OF-WAYS. [HIS MAY REWIRE TOP DRESSING, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGS I -OF -WAY. 3. WHEN WASHING IS REQUIRED. IT SHALL BE DONE ON AN AREA STABILI7ED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVFII SEDIMENTSEDIMENT TRAP OR STABILIZED CONSTRUCTION ENTRANCE N.T.S. TEMPORARY SEEDING & MULCH OR NETTING SILT FENCE OR INSTALLED ON DOWNGRADIENT SIDE TEMPORARY STOCKPILE DETAIL N.TS EXISTING —. ---- O-- -- — - --- EROSION CONTROL MATTING IN DITCHES TOPSOIL w/PROFILE GRADES EXCEEDING 3% BUT LESS THAN 5%, STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRASS LINED DITCH NITS. . WOODEN OR METAL STAKES PLACED AROUNO CATCH BASIN - 'B' MIN 1 ❑0000❑ 100000011 100000011 ❑0000❑ 11 ❑0000❑ ❑0000Oil I LAN CROSS—SEC1ICN INLET PROTECTION DETAIL N.T.S. WOODEN OR METAL STAKES PLACED AROUND CATCH BASIN FILTER FABRIC SECURELY FASTENED TO STAKES OVERLAP JOIN IS TO THE NEXT STAKE FILTER FABRIC MIRAFI 50OX OR APPROVED EQUIVALENT `BURY FABRIC 12" MIN. D-50 DOWNSTREAM FLOWLINE SLOPE OF STRUCTURE (IN. AN.) OF ROCK 0.35 0.30 0.25 0.20 0.15 0.10 (IN MAXXIMUM WATER BDEPTH10OVER; OCK (ION.) 6 12 14 16 20 26 40 END POINTS "A' MUST BE NIGHER 0.35 IN./IN. OR FLATTER THAN THE F_OW LINE POINT "B" 3 IN. MIN. FLOW LINE SLOPE COURSE ROCK A A A� FLOW H / 24 IN. MAXIMUM � 6 TO 18 IN. MINIMUM DEPTH OF COURSE DIFFERENCE ROCK SET IN - ROCK PLACED IN CHANNEL 4 IN. MINIMUM TRENCH FLOW ONE IS 6 IN. SIDE VIEW FRONT VIEW PLACE DOWNSTREAM STRUCTURE SUCH THAT POINT "B" IS APPROXIMATELY LEVEL WITH THE LOWEST GROUND ELEVATION OF THE UPSTREAM ­ko HIRE L STONE CHECK DAM STRUCTURE N.T.& SITE ENGINEER: r CIVIL ENGIII11MING ASSOMYM ING IOUVI iFLDIEWLAW, 81 MIRR/iWOK VT66408 �tlf81M NW tlTYF2tT1 wk wwtowNAnn J - M/GAC SAV APPROVED JSO APPLICANT: PIZZAGALLI PROPERTIES LLC 346 SHELBURNE RD., SUITE 601 BURLINGTON VERMONT 05401 PROJECT: PROPOSED SITE REDEVELOPMENT 462 SHELBURNE ROAD SOUTH BURLINGTON VERMONT 05403 �k �II1e n r�A'o , xo I ;Iz �. J�JII AJTION rr..>rI1,T So. BURLINGTON LOCATION MAP EPSC DETAILS DATEMAR. 20, 2013 IINIILR AS SHOWN C2.0 PRw. No. 12197 791 3-1/2" BITUMINOUS CONCRETE PAVFMFNT: 1 -1/4" TYPE IV FINISH COURSE 2-1/4" TYPE II BASE COURSE 6" FINE -RUSHED STONE - ACT SPEC 101 D5 12" COARSE ;PH,HEU 10NL - A,)T SPEC /04.05 ~� COMPACTED SUBGRADE STABILIZATION FABRIC MIRAFI 50OX OR APPROVED EQUAL TYPICAL STANDARD PARKING LOT SECTION N.T.S. TOP COURSE E31TUMINCUS CONCRETE PAVEMENT BASF_ COURSE EMENBITUMIN OUS CONCRETE PAVEMENT 7" 18 FINE CRUSHED STONE COARSE CRUSHED STONE NOTES: 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/9" JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONEORMING TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK), N.T.S. TOP COURSE BITUMINOUS CONCRETE PAVEMENT CONCRETE L---.I SIDEWALK 1 /2'. R. �I BASE COURSE BITUMINOUS CONCRETE PAVEMENT 7 5" 18" 6. FINE CRUSHLO s:ONE COARSE CRUSHED SIONF FINE CRUSHED STONE NOTES. 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP. CURB AT SIDEWALK DETAIL N.T.S. B" PERMEABLE PAVEMENT: 4" POROUS ASPHALT 4" CHOKER COURSE (3/4") 12" BANK RUN -RAVEL - 4" PERFORATED PVC UNDERDRAIN CSEE SITE 3" OF 3/8' PEA GRAVEI PLAN FOR---OCATION) 4" OF 3/4' CRUSHED STONE COMPACTED SUBGRADE —� STABILIZATION FABRIC MIRAFI 60OX OR APPROVED EQUAL TYPICAL PERMEABLE PAVEMENT SECTION N.T.S. TOP OF CURB (SEE PLAN FOR TYPE OF CURB) END TRANSITION BFGIII TRANSITION SLOPE III SLOPE FACE OF j CURB III ! FINISHED GRADE OF ROAD PAVEMENT TRANSITION CURB N.T.S. ANCHOR BOLTS & - TEMPLATE BY LIGHT POLE SUPPLIER BOLT OR CADWELD- GROUND WIRE TO POLE v FINISH GRADE rr 3/4" CONDUIT FOR -- k BARE COPPER ROUND WIRE (4) #5 VERTICAL --- 3/4" x 10' COPPER WELD GROUND ROD BOND TO CONDUIT, `—#3 TIES ® 12" O.0 BASE & POLE SEE LIGHTING FIXTURE TABLE FOR LIGHTING SPECIFICATIONS 0 HAND HOLE W/COVER r PAVEMENT SURFACE —'-- 2 0" SCt- H 80 PVC FROM POLE TO POLE / ?i SEPARATE GROUND WIRE NOTE POLE BASE HEIGHT TO BE 4" FOR ALL LIGH- f Cn_E BASES LOCATED BEHIND CURBING AND 66 I..^,P ALL REMAINING LIGHT POLE BASES. POLE LIGHT DETAIL N.T.S. PAVEMENT EX. BIT. PAVEMENT (BOTH SIDES) FINE ckusneD „KAVEL �r� L,I.IRSE CRU54ED STOVE EXIST SILBBASE STABILIZATION FABRIC 3/4" WASHED STONE HO H :SIDES MIRAFI 50OX OR 12" APPROVED EQUAL MIN. 4" PERFORATED SOP 35 PVC + SEE PLANS FOR O -FILTER FABRIC INVERT ELEVATION -L-_ MIRAFI 140NS OR APPROVED EQUAL L F� 72" MIN. .,.� FOR UNDERDRAIN •SLOPE ALL PIPE TO DRAIN 0 1% MIN, TYPICAL UNDERDRAIN SECTION N.T.S. TOPSOIL, RAKE, SEED & MULCH E m y —APPROVED BACKFILL THOROUGHLY COMPACTED IN E LIFTS o L' n 2" OF RIGID INSULATION TO z ¢ BE INSTALLED WHEREVER MINIMUM .;OVER CANNOT BE MAINTAINED & ALSO D 2 APPROVED B" THE ENGINEER -- PIPE 6" THOROUGHLY COMPACTED BEDDING MATERIAL 6 —_— UNDISTl1RBEI SOIL OR ROCK TYPICAL STORM TRENCH DETAIL NOTES: 1. Compaction of Isckfill and bedding shall be a m of 907 (95% under roadway surfaces) of maximum dry density determined in the standard proctor test (ASTM D698). 2. Bedcing material shall not be placed on frozen subarade. 3. Approved backfill shag not contain any stones more than 6" in largest dlmenson, 2" maximum diameter within 2' of the outside of the pipe, or or-y frozen, or organic material. 4. Trenches shall be completely dewalered prig, to placing of pipe bedding moteriol and kept dewatered during installation of pipe and backfill. 5 In trenches with unstable materials, trench bottom shall first be stabilized by placement of filter fabric then crushed stone (3/4" maximum). 6. The sides of trenches 4' or more in depth entered by personnel sholl be sheeted or sloped to the angle of repose as defned by O.S.H.A. standards. 7. Bedding material shall cros sist f crushed stone or gravel with maxmum sizeof 3/4". Submit a sample tc the Engineer for approval. N.T.S. SIDEWALK WIDTH AS SHOWN ON PLANS 5' CONCRETE SIDEWALK 8" THICK WHERE SIDEWALK CROSSES PROPOSED CON M ERCIAL DRIVEWAYS 17BARON 24" x 24" C.I. GRATE & HIGH STRENGTH FRAME (OR APPROVED EQUAL) NON -SHRINK GROUT CONCRE iI rIIR6 ET FRAME ON FULL 1 MORTAR BED 12" GRAVEL SUBBASE UNDISTURBED SOIL OR APPROVED - BITUMINOUS CONCRETE PAVEMENT (1/4'/FT. SLOPE NOTES: COMPACTED GRANULAR FILL MIN.) 1. EXPANSION JOINTS SHALL BE PLACED EVERY 20AND SHALL BE CONSTRUCTED OF PREFORMED JOINT PRECAST CONCRETE — w/MONOLITHIC BASE WATERTIGHT JOINT USING 1" — MIN. WIDTH FLEXIBLE GASKET (SEAL EX-ERIOR JOINTS AND LIFT HOLES w/NON SHRINK GROUT) PAVEMENT PRIOR TO PAVING MATCH EX. PAVEMENT VINI (MIN. 1 1/2" TYPE 'IV 2 1/2" TYPE II) NEW BIT. COVE PAVEMENT MATCH EX. SJBBAiF (111" MIN. CRUSHED SRAVEL) 12" 1MAX 2' INSTALL PRECAST CONCRETE RISER, ADJUST TO GRADE CAST -IN -PLACE FLEXIBLE MH SLEEVES (TYP. FOR ALL DRAINAGE STRUCTURES) HOPE OR I SDR 35 PVC BRAT NAGE PIPE — 6" MIN. CRUSHED GRAVEL 2 *?RECAST MANHOLE STRUCTURES SHALL CONFORM TO ASTM SPEC. C478 (LATFST EDITION). _TYPICAL CATCH BASIN (-W CURB N.T.S. ALL JOINTS SHALL BE THCRCUGHLY CLEANED AND COATED WITH EMULSIFIED ASPHALT PRIOR TO PAVING NOTES: I. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE- WAY TRAFFIC AT ALL TIMES DURING WORK WITHIN THE R.G.W. 2, MAINTENANCE AND PROTECTION OF TRAFFIC DURING WORK WITHIN THE HIGHWAY R.C.W. SHALL BE PROVIDED IN ACCORDANCE WITH THE MANUAL OF JNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR SHALL NOT WORK WIIIIN 'HE R.O.W. WITHOUT APPROPRIATE CONSTRUCT'.ON SIGNING IN PLACE, 3. ALL BACKFILL SHALL BE MADE IN SIX (6") LIFTS AND COMPACTED TO NOT LESS THAN 95% _ SEE YPICAL MAXIMUM DRY DENSITY ACCORDING TO ASTM TRENCH DETAIL SEES, 4. REPLACE EXISTING ROAD STRIPING AS NECESSARY, REPLACEMENT OF EXISTING PAVEMENT N.TS. FILLER (1/4 CORK OR APPROVED BITUMINOUS TYPE). 2. BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF 5' BY DUMMY JOINTS. TYPICAL SIDEWALK DETAIL POST PLAN 1/2"GALV. CARRIAGE BOLTS OR 3/4"x4 1/2" LONG GALV. LAG BOLTS SCREEN BOARD `2"x6" P.T. GIRTS OR OTHER MATERIAL / (TYP.) AS PFH f1WNFRS RE QJFSI d S IT IN DE FILL AS U L__'J BOTTOM OF I I ! r POST m 6'-C' O.C. OR LESS 5*-0" O.C. OR LESS DUMPSTER ENCLOSURE N.T.S. SITE ENGINEER: 4A� 011111111. ENGINEERING ASSOCIATES. INC. 10941IM LDWIEWIAIE, SOUIHIR MA'pTOR IT 0540E eaeeeh8181 JiIC eRPEEF1YTf wb: wnrowM.mm © z F_ JSOI CHECKED SAV APPROVED JSO APPLICANT: PIZZAGALLI PROPERTIES LLC 346 SHELBURNE RD., SUITE 601 BURLINGTON VERMONT 05401 PROJECT: PROPOSED SITE REDEVELOPMENT 462 SHELBURNE ROAD SOUTH BURLINGTON VERMONT 05403 i-1 r. 41 _ w Y 5u. yI3QULINGTON itVF3f��. LOCATION MAP SITE DETAILS RATE RRAIING VIIMDNIt MAR. 20, 2013 SCATS AS SHOWN C2.1 PROD. N . 12197 r SEAL DOGHOUSE OPENING WITH CONCRETE OR MORTAR A TO FORM A WATERTIGHT EXISTING PIPE TOPSOIL, RAKE, �\ SEED & MULCH \ \ Uf1PAVED. PAVED OPENING i I FORM CHANNEL WITH 2'-0" MIN. RADIUS MANHOLE NEW PIPE WALL B �YB Q s 3 N \ 0 0 -- APPROVEC BACOMPA THOROUGHLY COMPACTED nj U / N 8" LIPS 90 MAX. S I. OFFMANHOLE Z Z E OPENING - RIGID INSULATION AS ABOVE o 1 I REQUIRED. USE 1" OF INSULATION FOR EVERY ORT EXISTING ___I_T2' FOOT DEPTH OF PIPING CUT TOP HALF OF -� PIPE NTH IS LESS THAN REQUIRED PIPE OFF A CONCRETE BLOCK NEW WATER/SEWER LINE THOROUGHLY COMPACTED _ D/2�- — SAND BEDDING PLAN 6 - SEAL DOGHOUSE OPEN WITH CONCRETE OR MORTAR TO FORM A WATERTIGHT OPENING EXISTING PIPtOF OA CUT TOP HALF PIPE OFF INTERIOR SECTION A -A CAST IN PLACE FLEXIBLE MH-- SLEEVES OR APPROVED EQUAL (TYP. ALL PIPES) NEW PIPE—r SUPPORT EXISTING — PIPE WITH CONCRETE BLOCK 1" RISE INTERIOR SECTION B-B 3000 PSI CONCRETE SHELF AND INVERT CONCRETE FILL TO HIGHEST CROWN OF PIPE rLEBARON FRAME & COVER LC266 TYPE C OR EQUAL / ADJUST TO MEET FINISH GRADE. FIN:511 GRADE - SET FRAME ON FULL MORTAR BED & SEAL JOINT ----- -12" CONCRETE RISERS \ FOR ADJUSTMENT \ POLYPROPYLENE MANHOLE WATER C \ STEPS 0 8" C.C. SEWER L \ WATERTIGHT JOINTS USING MASTIC OR RUBBER GASKET MINIMU 1 BETWEI 48 —) COAT EXTERIOR OF ENTIRE PIPES MANHOLE WITH A WATERTIGHT SEALANT (2 COATS) WATER C 'PRECAST "DOG HOUSE" SEWER L OPENING CAST IN PLACE FLEXIBLE MH SLEEVES OR APPROVED EQUAL — UNDISTURBED SOIL OR ROCK NOTES: 1. Compaction of backfill and bedding shall be a minimum of 90% (95% under roadway surfaces) of maximum dry density determined in the standard proctor test (ASTM D698). 2. Bedding material shall not be placed on frozen subgrode. .3. Approved backfill sholl not contain any stones more than 6" in largest dimension 2" maximum diameter within 2' of the outside of the pipe, or contain any frozen, wet, or organic material. 4. Trenches shall be completely dewatered prior to placing of pipe bedding material and kept dews tered during installation of Pipe and backfill. S. In trenches with unstable materials, trench bottom shall first be stabilized by placement of filter fabric then crushed stone (3/4" maximum). 6. The sides of trenches 4' or more in depth entered by personnel Rhall be sheeted or sloped to the angle of repose as defined by O.S.H.A. standards. 7. Bedding material Shall consist of 4 " crushed stone submit somple to the Engineer for approval S. Ductile iron water man pipe shall be sleeved (not wrapped) n polyethylene. All below grade appurtenances shall be wrapped in polyethylene. TYPICAL WATER/SEWER TRENCH DETAIL N I ! CAST IN PLACE CONCRETE INFILL UNDISTURBED— SOIL OR ROCK /2" MIN. 6" MIN. CRUSHED EXTERIOR ELEVATION STONE BEDDING NO ES: 1. DOGHOUSE OPENING MAY ONLY BE USED WHEN PLACING A MANIICUE OVER AN EXISTING LINE. OPENING IN PRECAST UNITS ARE TO BE 2" MINIMUM TO B' MAXIMUM LARGER THAN THE OUTSIDE DIAMETER OF THE EXISTING PIPE. 2. POUR A SHELF TO LOWER HALF OF THE EXISTING PIPE. CUT AND REMOVE THE TOP HALF OF THE EXISTING PIPE TO WITHIN 6' OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED AND THE MH HAS BEEN FULLY TESTED. 3. EXTERIOR JOINTS SHALL BE SEALED ONLY AFTER SUCCESSFUL COMPLETION OF LEAKAGE LEST. 4. INTERIOR JOINTS SHALL NOT BE GROUTED. 4. IF DEPTH OF MANHOLE IS ) OR LESS FROM RIM TO CENTERLINE INVERT, THEN A FLAT TOP SHOULD BE SUBSTTUTED FOR THE CONE SECTION. DRAINAGE MANHOLE "DOGHOUSE" INSTALLATION N.T.S. MANHOLE \ WALL SLOPE \ "SLOPE MANHOLE OPENING ABOVE PLAN EFFECTIVE BEARING AREA BMINIMUM ONE FULL CONCBURIED GATE VALVE WITH RETE LENGTH OF PIPE SUPPORT VALVE & ANC H O R,y, THRUST BLOCK PLUG J UNDISTURBED SOIL--� ~� UNDISTURBED SOIL V ALV[/OCAD CVD RE['IT;FR NOTE: PLACE 3 MIL (MIN.) \ NrS. POLYETHYLENE SHEET r'- BETWEEN ALL CONCRETE 1 \ THRUST BLOCKS AND PIPE AND/OR FITTINGS TO PREVENT BOND. I ---' CONSTRUCT NEW I CONCRETE INVERT ON EXISTING SHELF \x - THRUST BLOCK UNDISTURBED SOIL 90', 45', 22 1/2', x _ TEE UNDISTURBED SOIL OR 11 1/4- BEAD N.:.R. N.T.E. MINIMUM AREA OF BEARING SURFACE OF COLIC. THRUST BLOCKS ITN SOUARE FEET) CONSTRUCT NEW EXISTING CONCRETE INVERT SEWER MAIN ON EXISTING SHELF ECORE MANHOLE AND 115E PSX PRESS SEAL GASKET (OR APPROVED EQUAL) FOR WATERTIGHT CONSTRUCTION 8.. NORMAL FLOW DEPTH EXISTING CONCRETE SHELF AND INVERT PROPOSED 6" SOP 35 SEWER CONNECTION ELEVATION CONNECTION TO EXISTING SEWER MANHOLE NITS TE THRUST BLOCK DETERMINED BY SOIL CONDITIONS) NOTES: 1. AT CROSSINGS, ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED SO BOTFI JOINTS WILL BE AS FAR FROM THE WATER/SEWER AS POSSIBLE. 2. WHEN EVER POSSIBLE, INSTALL THE SEWER MAIN BELOW THE WA "ER 10 MINIMIZE THE CHANCE FOR CONTAMINATION. 3. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE 18" SEPARATION, THE SEWER MATERIALS SHALL BE WATER MAIN PPE OR EQUIVALENT AND SHALL BE PRESSURE TESTED TO WATER MAIN STANDARDS. 4. WATER MAINS AND SEWER LINES OR MANHOLES SHALL HAVE AT LEAST 10' HORIZONTAL SEPARATION. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE. 5. MAINTAIN 10' MINIMUM SEPARATION (HORIZONTAL) BETWEEN THE SEWER LINE AND WATER LINE. WATER/SEWER CROSSING DETAIL N.T.S. TAPPING SLEEVE EXISTING WATER MAIN -- ADJUSTABLE IRON VALVE BOX WITH COVER MARKED "WATER" TAPPING VALVE MECH. JOINT WITH "MEGA -LUG" REIAINLH GLAND OR APPROVED EQUAL 3/4" CORPORATION IN FIRST LENGTH OF PIPE FOR TESTING NEW E" D.I. PIPE 4 MIL POLYETHYLENE 3/4" CRUSHED STONE BETWEEN FITTINGS AND BEDDING (MIN. 12" THICK) CONCRETE NOTES: i. TAPPING SLEEVES AND VALVES ON CWD TRANSMISSION MAINS ARE TO MEET THE MOST RECENT CHAMPLAIN WATER DISTRICT "STANDARD SPECIFICATION FOR TAPPING SLEEVES AND TAPPING VALVES', ALL OTHLK TAPPING SLEEVES AND VALVES ARE TO MEET APPROPRIATE DISTRIBUTION S" TFM SPECIFICATIONS. 2, WET TAPS SHALL BE PREFORMED BY PRE -APPROVED FIRMS ONLY. 3. ALL FITTINGS THAT ARE TO HAVE CONCRETE PDURED ARUJND THEM ARE TO BE WRAPPED WITH 4 mil. POLYETHYLENE PRIOR TO CONCRETE PLACEMENT. TAPPING SLEEVE & VALVE DETAIL N. T. S. THRUST BLOCK DETAILS SPRINKLER MAIN TO BUILDING DISTRIBUTION, SEE MECHANICAL DRAWINGS FLOW SWITCH TO FIRE ALARM PANEL ELECTRIC FLOW SWITCH---_�� WIRED TO ALARM BELL TEST COCK (TYP.)---__ DOMESTIC WATER DISTRIBUTION, SEE \ RTo PLUMBING DRAWINGS ❑T BY SITE CONTRACTOR (4) 1/2" THREADED RODS THRUST BLOCK — / N. T. S. CHECK VALVE 'BACK FLOW PREVENTION WITH BALL DPIP SHALL BE PROVIDED IN ACCORDANCE WITH AWWA M14. SEE MECHANICAL PLANS FOR FURTHER DETAIL. \ —WET PIPE ALARM VALVE INSTALL 1' ABOVE FF MAIN SYSTEM/TEST DRAIN PIPED TO OUTDOORS 4" STORZ FIRE DEPARTMENT CONNECTION VERTICAL DOUBLE CHECK BACKFLOW PREVENTER. AMES COLT C200 OSY 4"0 WITH OS & Y GATE VALVES & TAMPER SWITCHES (OR APPROVED EQUAL) SLEEVE & SEAL WATERTIGHT 6" WATER SERVICE BY SITE CONTRACTOR COORDINATE WITH FOUNDATION CON-RACTO+ AND PROVIDE THREADED ROD THRUST RESTRAINT: AT FOUNDATION WALL PENETRATIONS SLEEVE & SEAL FOUNDATION WALL PENETRATION 4" PVC CAP SPRINKLER BACKFLOW PREVENTION DETAIL 5RASS FINISH GRADE NT'' 7�SDF5 PVC ROTATE WVE TO BUILDMG SEWER TO MANHOLE 4' PVC —FLOW 45' ELBOW TYPICAL CLEAN OUT DETAIL N.T.S. AN water line and related work to be performed in accordance for with the Champlain Water District the Installation of Water lines and Appurtenances, henceforth the "CWD Specification" - SITE 61NCINEER: L. .'\ II INGINIERIIIG ASSOCIATES. INC 101,11MVISIDYffWIAIE, SDUDIBI,Itl WW 1705M SM40"M FAX .D2GlftSTl W.Ix w..sM.aom JSO/GAC CHECxED SAV APPROVHD JSO APPLICANT: PIZZAGALLI PROPERTIES LLC 346 SHELBURNE RD., SUITE 601 BURLINGTON VERMONT 05401 PROJECT: PROPOSED SITE REDEVELOPMENT 462 SHELBURNE ROAD SOUTH BURLINGTON VERMONT 05403 — i'r �Hw,IrcTw" Arc J p �o_ 13�lailN(A'fflNr LOCATION MAP 1" = 2000' SITE DETAILS DATE DRAWING NUMRRR MAR. 20, 2013 scA. AS SHOWN C2.2 PROD. NO. 12197 AS SHOWN ON PLANS 2'-0" o WHITE THERMOPLASTIC CROSSWALK DETAIL N.T.S. EXAMPLE I: PAIRED RAMPS AT CORNER. SIDEWAI PLANTER OR 4'-0" MIN. OTHER NON- TRANSVERSABLE OBSTACLE A i_ I DETECTABLE WARNING EXAMPLE 2: SINGLE RAMP ON CORNER RADIUS. o, C L CURB CURB RAMP WARN NGCTABLE EXAMPLE I: SIDEWALK ADJACENT TO CURB LEVEL LANDING W/ DETECTABLE WARNING - RAMP ° ° ° 8.3% MAX. °°o� A I CURB 24" MIN. EXAMPLE 2 : SIDEWALK AND CURB SEPARATED BY GRASS STRIP DETECTABLE WARNING CURB RAMP B SIDEWALK L A GRASS 8.3% } STRIP MAX. SIDEWAI RAMP SINGLE WALK -STRAIGHT APPROACH TO PARALLEL RAMP. � B DIAN CURB 6" MIN. 6" MIN. STALL 2' WIDE RECESS RAMP 8" MAX. 8" MAX. IRS -CUT WITH TRANSITION CURB RAMP IRS AT CATCH BASIN CATIONS a GENERAL RAMP NOTES: MIN. LANDING ow SURFACE 24 w ROADWAY 1. THE DIMENSIONS AND GRADES SHOWN ON THIS STANDARD WILL BE SURFACE ADHERED TO IN THE DESIGN AND THE CONSTRUCTION OF SIDEWALK __# 5.0% MAX. RAMPS WHERE SIDEWALKS RUN ADJACENT TO ROADWAYS ON STEEP 8.3% MAX. ADJACENT i 5.0% MAX. TO RAMP 8.3% MAX. ADJACENT (5% OR GREATER) GRADES, RAMP GRADES WILL BE AS FLAT AS POSSIBLE. TO RAMP ( ON LOW SIDE OF DRIVES AND INTERSECTING SIDE STREETS, RAMPS DETECTABLE WARNING DETECTABLE WARNING SHALL SLOPE TOWARDS DRIVE OR SIDE STREET @ 2% ) SECTION A -A SECTION B-B 2. NOMINAL RAMP DIMENSIONS: RAMP WIDTH - 5'-0" MINIMUM RAMP SLOPE - 8.3% MAXIMUM CURB TRANSITION FLARE SLOPE - 10% MAXIMUM RAMP CROSS SLOPE - 2.0% MAXIMUM TYPICAL HANDICAP RAMP - TYPE 1 7'-0" MIN. 3. A LEVEL LANDING (NO GREATER THAN 2.0% SLOPE IN ANY N.T.S. DIRECTION) SHALL BE PROVIDED AT THE TOP OF SIDEWALK RAMPS TO ALLOW FOR STOPPING AND MANEUVERING OF WHEELCHAIRS. RB-CUT DETAIL N.T.S. CURB P4' 6" MIN.SIDEWALK 4'-0" MIN. � 8" MAX. CURB RAMP RAMP I DETECTABLE a o ROADWAY PERPENDICULAR A WARNING RAMP INRBAN U SETTING WIDE SIDEWALK 2.0% MAX. 8 3SURFACE MAX. 5.0 % MAX. DETECTABLE ADJACENT TO RAMP WARNING SECTION A -A CURB RAMP RAMP CURB TRANSITION CURB TRANSITION FLARE CURB RAMP (TYP) 7'-0" MIN. 7'-0" MIN. rIM CURB 10.0% MAX. _ _ SECTION B-B SECTION C-C EXAMPLE 3: RAMP ON TANGENT SECTION U 4' X 4' LANDING MAX - 2% CROSS SLOPE IN ANY DIRECTION SEE NOTE 4 III C 24" TYPICAL HANDICAP RAMP - TYPE 2 4'-0" MIN. 8.33% ° C I 60" DETECTABLE uu,i WARNING CURB SECTION C-C 4. LEVEL LANDINGS AT THE BOTTOM OF PERPENDICULAR RAMPS SHALL BE WHOLLY CONTAINED WITHIN MARKED CROSSWALKS. BROOM FINISH 5. DUMMY JOINTS SHALL BE PROVIDED AT TRANSITIONS (GRADE CHANGES) AT TOPS AND BOTTOMS OF RAMPS AND FLARES. ADJACENT SURFACES FULL WIDTH DETECTABLE (TYP.) OF RAMP 6. VERTICAL DROP-OFF EDGES TO RAMPS WILL NOT BE BUILT UNLESS WAR N I N G THE RAMP ABUTS AN AREA WHICH WILL NOT BE USED BY PEDESTRIANS 6" MIN. DETAILS 7, NO VERTICAL "LIP" OR "CURB REVEAL" WILL BE PROVIDED WHERE B" MAX. THE RAMP ADJOINS THE ROADWAY. 24" 8. AT MARKED CROSSWALKS, THE FULL WIDTH OF THE RAMP OR LANDING DETECTABLE WARNING PLACEMENT DIRECTION OF SHALL BE CONTAINED WITHIN THE PAVEMENT MARKINGS. TRAVEL F 9. WHERE POSSIBLE, RAMP FLARES SHOULD BE LOCATED 50% MINIMUM TO SQUARE PATTERN, PARALLEL ALIGNMENT OUTSIDE THE DIRECT LINE OF TRAVEL MOST LIKELY TO BE FOLLOWED 65% MAXIMUM OF BASE DIAMETER 1 O O O BY THE VISUALLY IMPAIRED. 10. SIGNS, POLES, PLANTERS, MAILBOXES, ETC. SHALL NOT BE LOCATED ADJACENT SURFACE 'j WHERE THEY WILL INTERFERE WITH THE USE OF SIDEWALK RAMPS. OF RAMP / LEVEL LANDING (SEE 0 2" O O 11. WHERE POSSIBLE, SIDEWALK RAMPS SHOULD NOT BE LOCATED WHERE USERS MUST CROSS DROP INLET GRATES, MANHOLE COVERS OR OTHER DETECTABLE MIN. WARNING NOTE # 5) .i 01..9" MIN. 4' MAX ACCESS LIDS. IF THIS CANNOT BE AVOIDED THEN GRATE DESIGN AND 4" MAX. PLACEMENT SHALL CONFORM i0 ADA REQUIREMENTS. DETECTABLE WARNING DETAILS -�Y0� ALIJ#�065'-MIN. 12. CURB DRAINAGE SHOULD BE CONSTRUCTED SO AS TO PRECLUDE THE BASE TO FLOW OF WATER PAST THE SIDEWALK RAMP. DETECTABLE WARNING NOTES: BASE SPACING 13 WHEREVER FEASIBLE TWO SIDEWALK PAMPS ARE RECOMMENDED IN 1 DETECTABLE WARNING SURFACES SHALL BE PAID FOR AS SPECIFIED IN THE CONTRACT. 2. CONCRETE ADJACENT TO ALL DETECTABLE WARNINGS SHALL HAVE A BROOM FINISH. 3. THE COLOR OF THE DETECTABLE WARNING SHALL PROVIDE A VISUAL CONTRAST TO THE SURROUNDING SURFACE AND SHALL BE AS SPECIFIED IN THE DOCUMENTS. 4. TRUNCATED DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF PEDESTRIAN TRAVEL. 5. FOR SURFACE APPLIED TRUNCATED DOME PRODUCTS, A MAXIMUM 0.25" VERTICAL CHANGE IN LEVEL IS ALLOWED. FOR CHANGES IN LEVEL BETWEEN 0.25" AND 0.50", A BEVEL WITH A MAXIMUM 1:2 SLOPE IS REQUIRED. CHANGES IN LEVEL GREATER THAN 0,50" MUST BE TREATED AS A RAMP - 8.3% MAXIMUM SLOPE. 6. SEE THE CITY OF BURLINGTON FOR A LIST OF ACCEPTABLE DETECTABLE WARNINGS MANUFACTURERS FOR ANY WARNINGS TO BE INSTALLED WITHIN THE PUBLIC RIGHT-OF-WAY. DETECTABLE WARNING DETAILS N.T.S. SITE ENGINEER: CIVIL ENGINEERING ASSOCIATIS. IIIC, 109V SR8DMIEWlAW. SWMINtltl NIXOR ITO W 90286M89S9 FAX III w wwnw - oxnwn ACL CHECeEn SAV APPROVED PBS APPLICANT: PIZZAGALLI PROPERTIES LLC 346 SHELBURNE RD., SUITE 601 BURLINGTON VERMONT 05401 PROJECT: PROPOSED SITE REDEVELOPMENT 462 SHELBURNE ROAD SOUTH BURLINGTON VERMONT 05403 F Im PROJECT _J none 7 So. BURLING'PON' LOCATION MAP 1" = 200d PREFERENCE TO A SINGLE RAMP. 14. JOINTS WILL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT SIDEWALK SPECIFICATIONS, HOWEVER EXPANSION JOINTS WITHIN THE SIDEWALK SITE RAMP AREA WILL BE AVOIDED WHEREVER POSSIBLE. DETAILS 15. SIDEWALKS THAT ARE LESS THAN 5' WIDE REQUIRE 5' WIDE BY 5' LONG PASSING AREAS (NO GREATER THAN 2.0% CROSS SLOPE) AT INTERVALS NOT TO EXCEED 200 FEET. 16. E.O.P. = EDGE OF PAVEMENT 17. THE PUBLIC SIDEWALK CURB RAMP STANDARDS DEPICTED HERE MAY pare NOT BE APPROPRIATE FOR ALL LOCATIONS. FIELD CONDITIONS JULY 11, 2013 AT INDIVIDUAL LOCATIONS MAY REQUIRE SPECIFIC DESIGNS. DESIGNS MUST BE CONSISTENT WITH THE PROVISIONS OF THIS SHEET us TO THE MAXIMUM EXTENT FEASIBLE ON ALTERATION PROJECTS AND AS SHOWN WHEN STRUCTURALLY PRACTICABLE ON NEW CONSTRUCTION PROJECTS AS REQUIRED BY THE AMERICANS WITH DISABILITIES PRw. - ACT ACCESSIBILITY GUIDELINES. 12197 C2.3 I, I I I I 4P -2-A� R � 4-P BRICK SCREEN WALL — PLANTED W/BOSTON IVY EXISTING --Z STREET TREES I 6-FT PRIVACY 1 I FENCE I 7-H I1-AC 6-H 5-PT 2-A 12-A 13-PT 1B SIDE t48' D4FTBA f i— 4-TC 14 12� -...-. 4-TC - ' __. 12 7-C I I 7-SB _ I - -- 5-PT - 10'SIDE YARD --------_ SETBACK - 2-AC + 4-PT I I 1 4-HP 2-AC 4-HP -r BRICK SCREEN WALL I}----._�f-- _ + I PLANTED WI BOSTONI 3-UA 30' HADLEY RD, I SETBACK BENCH 6-FOOT I '- - 4-HP , 2-AC EXISTING I s 225- _ - _ 5-PT STREET TREE BRICK SCREEN WALL I/ u q p 1-AG m PLANTED WI BOSTON IVY Ir 4-SR ' 7 L E Y ® I ROAD ,-AG f'- - - BRICK SCREEN WALL BENCH 6-FOOT _ - PLANTED W/ BOSTON IVY - 30-PD, t1 PROPOSED PATH TT I 30' HADLEY RD.BE �. O - - _ S-PD D I - _ 8 3-AC 4 -_ -_-.. - -HA -- _ — 5JHA _ I STREETEXISTING R I PROPOSED t10,560 SF 10-HP OFFICE BUILDI COMMERCIAL "� 20SB RAVEL PATH 8SB f TOTAL GFA WITH THREE0S FLOORS 4 FFE=209.5- so' .0 I ' 10 SHELBURNE RD. -� SETBACK TREE PROTECTION FENCING � -PT REFER TO SPECIFICATIONS - ---- -AC 10, AIDE FEN � sETBAn. c TREE PROTECTION FENCING d1 A O - t140 '� I-TC REFER TO SPECIFICATIONS 6S6 O O O I A I - n EXISTING TREE � 1 TO REMAIN 4-PT EXISTING �I r 6-HP 2 AC EXISTING TREES 10 (g� STREET TREES I L — YytDSETH4CK - I - I � 4-HA I NOTES FOR EXISTING TREES: _ - - �— - 8-HP A - These trees may require some limbing prior to construction. These trees are •ne, relatively in good shape. I B - These trees are showing signs of decline, the tops are dead or dying and should be removed. 3-TC I C - This tree leans out over the property and will be in conflict with the eventual south - 1 I side of the building. This tree will require limbing for construction. Once this tree is limbed, I I there will not be much remaining and should be removed. BENC 6-FOOT I I D -These trees are showing signs of decline, the tops are dead or dying and should be removed They also lean out over the properly and will be in conflict with the eventual 1 I- south side of the building - 1 I r--.l LIJ1 KEY BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS TREES: AC Amelanchier canadensis Shadblow Serviceberry 22 5-6' B&B, Full, Multi -Stem AG Amelanchier grandiflora'Robin Hill' Serviceberry 2 2.5-3" Cal. B&B, Full OR Quercus rubrum Red Oak 8 3-3.5" Cal. B&B, 6' Branching HL (Mi SR Syringe reticulate Japanese Tree Lilac 4 2.5-3" Cal. B&B, B' Branching Ht. (Min.) TC Tilia cordata'Greenspire' Littleleaf Linden 14 3-3.5" Cal. B&B, B'Branching HL (Min.) UA Ulmus americana'Princeton' Princeton American Elm 3 3-3.5" Cal. B&B, B'Branching Ht. (Min.) SHRUBS. CS Corpus sericea'lsanti' Red Twig Dogwood 28 24-30" Wide B&B, Plant 60" o.c. HA Hydrangea arborescens'Annabells' Annabelle Hydrangea 13 24-30" Vide C.G,. Plant 36" o.c. HP Hydrangea paniculata'Grandiflora Compacta' Pee Gee Hydrangea 58 24-30" Wide C.G. Plant 48" o.c. PT Potentilla fruticosa'Mango Tango' Mango Tango Potentilla 41 24-30" Wide C.G. Plant 38" o.c. SB Spiraea x bumalda'Anthony Waterer' Anthony Waterer Spirea 53 24-30" Wide C.G. Plant 38' D.C. VINES PD Parthenocissus tricuspidata Boston Ivy 130 3" Pots C.G., Plant 36" ox (along wall) NOTES: 1. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PLANT QUANTITIES FOUND IN THE PLANTING PLANS. IF ANY DISCREPANCIES ARE FOUND, LANDSCAPE ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY. 2. FINAL LAYOUT AND PLACEMENT OF ALL PLANT MATERIAL TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 3. CONTRACTOR IS RESPONSIBLE TO SEED ALL DISTURBED AREAS ACCORDING TO THE SPECIFICATIONS AND LAWN DETAIL. 4. REFER TO DRAWING LA-101 FOR PLANT MATERIAL INSTALLATION DETAILS. 5. ALL TREE, SHRUB AND PERENNIAL PLANTING BEDS ARE TO BE CONTINUOUS, COMPLETELY DUG OUT AND BACKFILLED WITH THE PROPER PLANTING BED BACKFILL MATERIAL TO DEPTH SPECIFIED IN PLANTING DETAILS AND SOIL PREPARATION SPECIFICATION. 6. IF THE LANDSCAPE CONTRACTOR PROPOSES A SUBSTITUTE PLANT SPECIES, ALL SUBSTITUTES NEED TO BE APPROVED BY THE CITY OF SOUTH BURLINGTON'S CITY ARBORIST AND PROJECT LANDSCAPE ARCHITECT IN WRITING PRIOR TO ORDERING. 10 I 2-TI I I, 50- II {�. I SHELBURNE R D SE713LAp( i Mi f a I r L I 462 SHELBURNE ROAD South Burlington, Vermont 181 C H U R C H 6 T R F F i B u R LI N G TO N, VT 05401 TEL. 802.862.0098 W W W. SEGROUP.COM PIZZAGALLI PROPERTIES I I Developer I 346 S.Iburne Road - Suiro 601 I I Bu,Wnaton. VT 05401 902 660 6800 I I I I I I I I I I I I I 1 0 10, 20• 40' _ GRAPHIC SCALE: 1-=20' o Nunn 6cele. 1" = 20 — — = _ _ Deie. 05.23,13 Drawn BY. MJL I RE G , F-D I I I LCY JU I I I I �ityQ I I I I I I I I I I I 19 2013 Burlington wn.n.ns wemGry .sail M Rwvm. bwO an �Ry t�.rl on. mRw I I I I I Title I LANDSCAPE PLAN I Sheet Number. LA-100 Project Number 06260 File. c � � � 1a(i � 1 , ALIGN STAKES PARALLEL i— a W/ ROAD OR WALKS 180" i --- EDGE OF WALK OR CURB A. TREE STAKING ALONG ROAD OR WALKS \DIREC�TIONVAILING WIND ALIGN STAKES PARALLEL W/ DIRECTION OF PREVAILING WIND. ALL STAKES TO BE CONSISTENT. B. TREE STAKING IN OPEN SPACES O 126 126 ` 3" CALIPER TREES ORLARGER - ALIGN 2 STAKES PARALLEL 120` W/ ROAD OR WALKS O \ _ O EDGE OF WALK OR CURB C. TREE GUYING C TREE STAKING LAYOUT NO SCALE p-stake.dwg 462 SHELBURNE ROAD South Burlington, Vermont NOTES: 1. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE SURROUNDING SOIL SHOULD NOT GIRDLING. SPACING "D" ROW "A" NUMBER OF PLANTS/SQ.FT. EXCEED 80% COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED 2. WIDTH OF TREE PIT SHALL BE 3 TIMES THE DIAMETER OF THE ROOT BALL UNLESS NOTED 36" O.C. 31.20" 0.125 Im SOILS ARE PRESENT OTHERWISE ON THE PLANTING PLAN WHERE 30" O.C. 26.00" 0.180 24" O.C. 20.76" 0.281 TREES ARE BEING PLANTED IN CONTINUOUS PITS. 12"O.C. 10.44" 1.125 131 N u R< N 5 T R R F T BuR uNCTON, vi osaot NYLON STRAP WITH 3/4"GROMMETS, DECIDUOUS TREE loll O.C. 8.64" 1.660 TEL: 802.8e2.0098 REFER TO SPECIFICATIONS 8" O.C. 6.96" 2.600 www. SF°ROUP.COM TOP OF ROOTBALL, ROOT FLARE SHOULD 8" O.C. 5.16" 4.610 BE EVIDENT. IF ROOT FLARE IS NOT EVIDENT, NOTE: FASTEN WIRE BELOW POINT OF THEN SCRAPE OFF THE TOP LAYER OF SOIL 1. PLANT QUANTITIES DETERMINED BY MULTIPLYING AREA (SO. FT.) MAJOR BRANCHING OR TO MAJOR BUILD UP ON TOP OF ROOTBALL FROM NURSERY. BY NUMBER OF PLANTS/SQ. FT. FOR REQUIRED SPACING. OUTSIDE TRUNK. 2. CONTINUOUS PLANTING PITS FILLED WITH PLANTING MIX PER THE 2 j" HARDWOOD STAKES. ALIGN - -- --- 2" HEMLOCK BARK MULCH DEPTH AS NOTED IN THE 329113 SOIL PREPARATION SPECIFICATION IS REQUIRED. STAKES PARALLEL W/ ROAD/ WALKS REMOVE TOP HALF OF WIRE CAGE - -- PLANT SPACING OR PARALLEL W/ DIRECTION OF n CUT AND REMOVE BURLAP PREVAILING WIND, REFER TO TREE FROM ROOTBALL ° PLANT CENTER STAKING DETAIL BACKFILL MIX FOR TREE PLANTING BEDS, REFER TO SPECIFICATIONS 329113 SOIL PREPARATION A ° TEMPORARY WATERING BASIN ° SEE PLANTING PLAN FOR SPACING FINISH GRADE AND QUANTITIES BREAK APART EDGE OF EXCAVATION - - --- SEE PLANTING LIST FOR PLANT SPACING W/ SHOVEL AND BLEND PLANT MIX R - g �' }, SET AT ORIGINAL PLANTING DEPTH PIZZAGALLI PROPERTIES W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE - - _ I— — o „ FINISH GRADE w Developer 348 Shelaurne R,ad- Suite 601 Burlington,, V7.6 00 —MULCH AS SPECIFIED Bo2.eeo.eeo UNDISTURBED GRADE --- - .CONTINUOUS EXCAVATE ONLY TO SPECIFIED 18" 18" PLANTING PIT FILLED PLANTING DEPTH TO ENSURE WITH PLANTING MIX AS SPECIFIED STABLE BASE 3 TIMES THE DIAMETER MI7 TNF PnnT RCI I SUB GRADE TREE PLANTING REFER TONOTE #2 PERENNIAL PLANTING SCALE 1/4"= V-0" p-d2 cdtroe dwg !� SCALE: 1/2" = 1'-0" p-perennial.dwg Narth NOTES: —PLANT SPACING Scale' AS NOTED - 1. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE We 05.23.13 SURROUNDING SOIL SHOULD NOT _ _ c' GIRDLING. 2. WIDTH OF TREE PIT SHALL BE 3 TIMES THE A PLANT CENTER D D.- By: VIA EXCEED 80% COMPACTION, DRAINAGE DIAMETER OF THE ROOT BALL UNLESS NOTED PLANT ROW WILL BE REQUIRED IF COMPACTED OTHERWISE ON THE PLANTING PLAN WHERE D Checked By: MK W SOILS ARE PRESENT - i<- - TREES ARE BEING PLANTED IN CONTINUOUS PITS. ALL EQUAED Rem 12" X 1 1/2" NYLON/COTTON WEAVE - - TOP OF ROOTBALL TO BE PLACED A D D AS SHOWN TIES WITH 3/4" GROMMETS AT SAME LEVEL THAT IT WAS PLANTING 118" 7 X 7 STEEL CABLE FASTENED ----------- a GROWN IN NURSERY • - ---- — D -- •" W/ (2) ZINC PLATED CABLE CLAMPS. - • SLIGHT ROOT FLARE SHOULD NUMBER OF 1 9 2�3 COVER GUYS W/3' OF 3/8" DIA. SLIP - BE EVIDENT saaclNc°D^ Rav„A„ P�nNrsrsa. FT. PLASTIC TUBING. _ 5; s P 2" BARK MULCH so.c. s+.ee° 0.a TURNBUCKLE, EYE & EYE, ZINC PLATED, 10 518" OPEN LENGTH, 3/8" `� �Vv'- - F REMOVE TOP HALF OF WIRE CAGE CUT AND REMOVE BURLAP 4o.C. 4+sr o.m 1010.C. s+.20 0a2 a0°o.c. 2e.00 o,,s �/'ty IS O. Burlin to THREAD DIA. INSTALL W/ TURNBUCKLE IN OPEN POSITION. \ - - FROM ROOTBALL 24•00. 2g.TS' 0.2s TEMPORARY WATERING BASIN BACKFILL MIX FOR TREE PLANTING BEDS, i OUANTRY OF SHRUM AND SPACING c REFER TO SPECIFICATIONS wPLANTING E. (3)DUCKBILL TYPE ANCHORS 329113 SOIL PREPARATION 2, CONTINOTEDNUOUS GFTS FILLED L e'IzvERITHEDEPTH AS NOTED INITEED3WRH3PONTING 2 R�Ic�acWceO °n CRy , FINISH GRADE PREPARATION SPECIFICATION IS REQUIRED. FINISH GRADE - c°mm.4m BREAK APART EDGE OF EXCAVATION ---- MULCH, AS SPECIFIED W/ SHOVEL AND BLEND PLANT MIX W/ EXISTING SOIL TO PROVIDE SHRUB ROOTBALL Tlne TRANSITION TO UNDISTURBED GRADE. j N � -�- CONTINUOUS PLANTING PIT LANDSCAPE DETAILS UNDISTURBED GRADE: 18" i8" _ -- - � i FILLED WITH PLANTING MIX ESCAVATE ONLY TO SPECIFIED -- REFER TO SPECIFICATIONS PLANTING DEPTH TO ENSURE 3 TIMES THE DIAMETER I SEE PUN 329113 SOIL PREPARATION STABLE BASE OF THE ROOT BALL WN FOF EPACINo Sheet NumEec - SUB GRADE REFER TO NOTE #2 //� LA-1 01 DEVERGREEN PLANTING _ SHRUB PLANTING SCALE 1/4" = V-0" p-evertree.dwg SCALE 1/2" = 1'-0" Purled N"mher: 06210 File: i s e WHITE VINYL PRIVACY FENCE A'1 6-FT PRIVACY FENCE h SCALE I/2"-1'-0" 6-6' pr,vac\ Fe- NO1E5: 1) Ml SR MEMBERS COATE) W/ ZINC RICH EPOW THEN nNISHED x/ POLYESIEP, POWDER COATING. 2.) 1/2' k 3 3/4' ESPANSICN ANCHOR BOLT$ PPM)rD 3.) BENCH IS SHIPPED LINASSEMBLE. Jet: Bench 93-60 sh: Black Powder Coat as: ,. ,tenches to be permanently mounted. 2. Install per manufacturer's recommendations. MANUFACTURER: DuMor Inc. (or approved equal) P.O. Box 142 MifBintown, PA 17059 USA TEL (800) 598-4018 www.dumor.com �p1 BENCH 6-FOOT NOT TO SCALE 6-10ench 6-foot.dwco 462 SHELBURNE ROAD South Burlington, Vermont Bu R— CRo N, vT 054 C' TEE: 802,862,0098 www. SEOROVh.coM PIZZAGALLI PROPERTIES Developer 346 Shelburne Road - Suib 601 Burlington, Vr 05401 802.660.6800 North scale'. AS NOTED Data: 05.23.13 Drawn By: MJL R EIUED Revlelons: JU City of 14 9 2013 Burlington nn�Xy au Rmaona WeaE on GXy nN parn m Dne B Tine LANDSCAPE DETAILS LA-102 r SE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD -SOUTH BURLINGTON, VT SECTION o1 5639 TREE PROTECTION AND TRIMMING PARTI-GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.02 SUMMARY A This Section includes the protection and trimming of trees that interfere with, or are affected by, execution of the Work, whether temporary or new construction. B. Related Sections include the following: 1. Division 31 Sections for Gearing, grubbing, excavation, beckfilling and compacting, slope protection and erosion control. 1.03 SUBMITTALS A. Product Data: For each type of product Indicated. B. Qualification Data: For fines and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and Owners, and Whet information specified. C. CenRtcetion: From a qualified amonet that trees indicated to remain have been protected during construction according to recognized standards and that trees were promptly and properly treated and repaired when damaged. D. Maintenance Recommendations: From a qualified arborst for care and protection of trees affected by conswdion during and after completing the Work. 1.04 QUALITY ASSURANCE A. Tme Service Qualifications: An experienced tree Service fan that has successfully completed tree protection and trimming wok similar to that required for this Project and that will assign an expenereed, qualified arborlsl to Project site on a full-time basis during execution of the Work. B. Arbon6l Qualifications: An amoral cenifled by the Inlemalional Society of Arboriculture or licensed in the jurisdiction where Project is located. C. Tree Pruning Standards: Comply with ANSI A30D, "Trees, Shrubs, and Other Woody Plant Maintenance. -Standard Practices; unless mom stringent requirements are indicated. D. Premetallalion Cc leronce: Conduct conference at Project she to comply with requirements in Division 1 Section "Project Meetings' 1, Before staining Tree protection and trimming, meet with representatives of authorities having junsdietlen, Owner, Landscape Ambled, antl other concerned entities. Review tree protection and trimming procedures and responsibilities. Notify participmds W least three working days before convening conference. Record discussions and agreements and fumlah a copy to each pamdpant. ISSUED FOR PERMIT TREE PROTECTION AND TRIMMING July 11, 2013 01 5639 -1 SE CROUP PIZZAGAUU PROPERTIES 462 SHELBURNE ROAD -SOUTH BURLINGTON, VT PART 2-PRODUCTS 2.01 MATERIALS A. Drainage Fill: Seamed coshed stons, or crushed or uncruatned gravel, washed, ASTM D 448, Sloe 24, with 00 to 100 percent passing a 2-1/24ch slave antl net mare than 10 Percent passing a 3/4--Inch sieve- B. Topsoil: Fertile. friable, surface soil, containing natural loam and complying with ASTM DI Provide topeoll that Is free of stones larger than 1 Inch in any dimension and free of other extraneous or IOxlc Mader harmful to plant growth. Obtain topsoil only from welldralned silos where soil occurs in depth of 4 inches or more; do not obtain from cogs or marshes. C. Fitter Fabric: Manufacturers standard nonwoven, pervious, geolextile fabric of polypropylene.. nylon, or polyester fibers. D. Chain Link Fence: Metallic -coated steel chain link fence fabric. 0.120-irl diameter wire size; 48 inches high, minimum; litre posts, 1S inches in diameter; terminal and comer post., 2-3/8 inches in diameter; top mil, 1-5/8 inches in diameter; bottom tension wire, 0.177 inch in dlematar. With if. wires, hog ring ties, and Other accossonas Mr a complete, hence system, PART 3 - EXECUTION 3.01 PREPARATION A. Temporary Fencing: Install temporary fencing located as indicated or outside the drip line of Wes to protect remaining vegetation from construction damage. 1. Instal chain link fence according to ASTM F 567 and manufacturers written instructions. B. Protect has met systems from damage due to noxious materials caused by runoff or spillage while mating, placing, or storing construction matedets. Protect rem systems from flooding, eroding, or excessive wetting caused by dewaterig operatlors. C. Do not store construction materials, debris, or excavated material within the ddp line of remaining trees. Do not permit vehicles or foot Traffic within the drip line; prevent Sol compaction over root systems. D. Do not allow tires under or adjacent to remaining trees or other plants. 3.02 EXCAVATION A. Instal shoring or other protective support systems to minnnize sloping or benching of excavations. B. Do not excavate within ddp line of trees, unless otherwise indicated. C. Where excavation for new construction is required within cap line of trees, hand clear and excavate to minimize damage to root systems. Use narrow -line Spacing forks and comb soil to expose mots. This task must be performed by an experienced tree service inn that has successfully completed root pmning, hemming and other work similar to that required for this Project. 1. Relocate mots In backNl areas where pomlble. If encountering large, main lateral mots, expose roots beyond excavation limits as required to bend and relocate them without breaking. If encountered immediately adjacent to location of new construction and relocation Is not practical, cut mots approximately 3Inches back from new construction. ISSUED FOR PERMIT TREE PROTECTION AND TRIMMING July 11, M13 01 5639 - 2 SE GROUP PIZZAGALU PROPERTIES 462 SHELBURNE ROAD -SOUTH BURLINGTON, VT 2. Do net alow exposed ..is to dry out before placing permanent backfill. Provide temporary Bann cover a pack with peat moss and wrap with burlap. Water and -amain in e moist condition. Temporarily support and protect roots tram damage until they are permanently reformed and covered with soil. D. Where utility trenches are required within drip line of trees, funnel under or around roots by drilling, anger boring, pipe jacking, or digging by hand. 1. Root Pruning : Do not cut main lateral roots or taproots; Cut only smaller roots that interfere with Installation of utilities. Cur roots with sharp pruning instruments; do not break cr chop. 3.03 REGRADING A. Gristle Lowering: Where new finish gratle a indicated below existing grade around III slope grade beyond drip line of Irees. Maintain existing grades within drip line of faces. B. Grade Lowering: Where new finish grade is indicated below existing grade around trees, slope grade away from trees as recommended by qualified arborist, unless otherwise indicated 1. Real Pruning: Prune tree roots exposed during grade lowering. Do not cut main lateral rams or taproots; cut only smaller rams. Cut roots with sharp pruning inshume. ds; do not break or chap. C. Minor FIII: Where existing gratle is 6 inches or less below elevation of finish gratle, till with topaoll. Pace tarsal in a Single uncompacted layer and hand gratle to required finish elevations. D. Moderate Fill: Where existing grade is more than 6 inches, but less than 12 inches, below elevation of finish grade, place drainage fill, filter fabric, and topsoi on existing grade as follows: 1. Carefully place drainage NI against has trunk approximately 2 inches above elevation of finish grade and extend not less than 18 inches tram tree trunk on all sides. For balance of area within drip -fine partial place drainage fill up to 6 inches below elevation or grade. 2. Place filer fabric with edges overlapping B inches minimum. 3. Place fill layer of topsoil to finish grade. Do not compact drainage fill or topsoil. Hand grade to required finish elevations. 3.04 TREE PRUNING A. Prune remaining trees affected by temporary and new construction. R Prune remaining trees to compensate for root loss caused by damaging or cuffing root system. Provide subsequent maintenance during Contract perlod as recommended by qualified Encoder C. Pruning Standards: Prone trees according to ANSI A300 as fellows: 1, Type of Pruning: Crown claiming. 2. Type of Pruning : Crown thinning. 3. Type of Pruning: Crown raising. 4. Type of Pruning; Crown reduction. 5. Type of Pruning: Vista pruning. S. Type of Pruning: Crown restoration. D. Cm branches with sharp pinning instruments; do not break or chop. E. Chip branches removed from Trees. Spread Mips where indicated or as directed by AmAlect. ISSUED FOR PERMIT TREE PROTECTION AND TRIMMING July 11. 2013 01 5639-3 BE GROUP PIZZAGALLI PROPERTIES 462 SHELBURNE ROAD -SOUTH BURLINGTON, VT 3,05 TREE REPAIR AND REPLACEMENT A. Promptly, repair trams damaged by construction operations within 24 hours. Treat damaged trunks, limbs, and roots according to written instructions of the qualified amoral. R Remove and replace dead and damaged trees that the qualified arborst determines to be Incapable of resionng to a normal growth pa8em. 1. Provide new trees of the same sire and specie as then being replaced; plant and maintain as specified In Divlatoa 2 Section "Trees and Shrubs," 2. Provide new trees of 94ach Caliper size and of a species selected by Architect when trees Rote than S Inches In Caliper size, measured 12 Inenes above grade, are required to be replaced C. Aerate surface soil, compacted during construction, 10 feet beyond drip line and no closer than 39 inches to tree trunk. Drill 2-inch- diameter hoes a minimum of 12 inches deep at 24 inches oo BaokNl holes with an equal mix of augured soil and sand. 3.0e DISPOSAL OF WASTE MATERIALS A. Burning Is rim permitted. B. Draft t Remove excess excavated material, displaced trees, and excess Mips from Owner's prepenY. END OF SECTION ISSUED FOR PERMIT TREE PROTECTION AND TRIMMING July 11, 2013 01 M39-4 EXISTING TREE DRIP LINE, DEFINED BY THE FURTHEREST EXTENT OF BRANCHING ON ALL SIDES OF TREE ORANGE SAFETY MESH PROTECTION FENCE RE 2" X 2" WOOD STAKE, PLACED V-D" O.C. PLASTIC TIES, 3 PER STAKE J EXISTING GRADE city NOTES: 1. NO MATERIAL SHALL BE STORED WITHIN THE TREE PROTECTION AREA. 2. ALL TREES TO BE PROTECTED AND PRESERVED SHALL BE PER THE DETAIL. GROUPING OF MORE THAN ONE TREE MAY OCCUR, REFER TO TREE PROTECTION DRAWINGS. 3. PRIOR TO STARTING WORK, THE OWNERS REPRESENTATIVE OR LANDSCAPE ARCHITECT SHALL BE NOTIFIED TO REVIEW TREE PROTECTION 4. NOTIFY OWNERS REPRESENTATIVE OR LANDSCAPE ARCHITECT I FFIELD ADJUSTMENTS TO TREE PROTECTION FENCING ARE REQUIRED. 5. IF TREE PROTECTION FENCING CAN NOT EXTEND BEYOND THE DRIP LINE AS DETAILED DUE TO SITE CONDITIONS, CONTRACTOR SHALL MAKE BEST EFFORT TO PROTECT AS MUCH OF THE ROOT ZONE AS POSSIBLE. 6. TREE PROTECTION FENCING SHALL BE MAINTAINED IN AN UPRIGHT CONDITION THROUGHOUT THE EXECUTION OF THE WORK, WHETHER TEMPORARY, DEMOLITION OR NEW CONSTRCUTION. 7. WHEN ROOT CUTTING IS UNAVOIDABLE, A CLEAN SHARP CUT SHALL BE MADE TO AVOID SHREDDING OR SMASHING. ROOT CUTS SHOULD BE MADE BACK TO A LATERAL ROOT. WHENEVER POSSIBLE, TREE ROOTS SHOULD BE CUT BETWEEN LATE FALL AND BUD OPENING, WHEN ROOT ENERGY SUPPLIES ARE HIGH AND CONDITIONS ARE LEAST FAVORABLE FOR DISEASE CAUSING AGENTS. EXPOSED ROOTS SHALL BE COVERED IMMEDIATELY TO PREVENT DEHYDRATION. ROOTS SHALL BE COVERED WITH SOIL OR BURLAP AND KEPT MOIST. 8. IF DAMAGE TO TREE DOES OCCUR, OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT SHALL BE NOTIFIED. ATREE PROTECTION %� SCALE 1/4"= VHO" p-treeprotect,dwg 462 SHELBURNE ROAD South Burlington, Vermont 131 C H U R C H S T R E E T BURLINGTON, VT 05401 TEL: 802, 862. 0098 W W W. SEGROU P.COM PIZZAGALLI PROPERTIES Developer 346 Shelburne Road - 3ulte 601 Burlington, VT 05401 802 660.6800 North Scale. AS NOTED Dale: 06.23.13 Drawn By: MA Checketl By: MKW R 1 19 2013 ;6. Burlingt n Rmciwsm..a on err u. ion o.nm -a o.,e Title LANDSCAPE DETAILS Sheer Number: LA-103 Proled Number: 06260 File: NOiian iSNOa ao:i lON W T ---''~ V �o T E _ J � IR B P LZ c E� C C NOIl:)ntiiSN0:) lJOJ ION C C o w M O ' �. w N E m m (� x O w +U fhe Conwltent shell retain ell common law, w��„m'suo0e�yi�aEs'.6.!..p's d.)IV MINNM Q _�I3 m i m ^� !'l n 11 N � o �. � m C l J r m co o C M cn --► w 0 0 NOT FOR CONSTRUCTION I I II I I II IR I� . ' ` PIZZAGALLI PROPERTIES, LLC December 19, 2012 Ms. Kimberly Murray Project Director City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Interim Zoning Conditional Use Application Pizzagalli Properties, LLC 462 Shelburne Rd. South Burlington, VT 05403 Dear Kimberly, 346 Shelburne Road, Suite 6oi Burlington, Vermont 05401 T 802.66o.6800 F 802.66o.6868 W WW.pizzagal li properties.com In conjunction with the Interim Zoning Development Review Process, this letter serves as a narrative to address the submission requirements of Interim Zoning Conditional Use application for the proposed commercial development to be located at 462 Shelburne Rd., in South Burlington, VT. Specifically, it details how the proposed development will not be in conflict with any amendments to the Land Development Regulations that the City ultimately adopts to implement the five goals outlined in the Interim Zoning submission requirements. Furthermore, it explains why the proposed development will not result in an undue adverse effect on the six criteria listed in Section VI of the Interim Bylaw. This project involves the redevelopment of the existing commercial properties associated with 462 Shelburne Rd. As you may be aware, this property is bisected by Hadley Rd. and contains two separate parcels. Both of these parcels currently serve as portions of the Liberty Inn & Suites, a motel complex, with lodging units on both parcels. The proposal is to raze the existing structures and parking areas and completely redevelop the property with a new, three story commercial office building to be located on the western portion of the southern parcel. The remainder of the southern parcel, as well as the northern parcel, is proposed to be used for surface parking in support of the proposed building. There are several advantages to the project that will serve as a benefit to the City of South Burlington and the community. The existing motel, which is dilapidated, outdated and in need of repair will be removed from the community. It will be replaced by a modern, commercial office F building that is not only an obvious upgrade over the existing facility but could serve as a community example of the implementation of form -based code for commercial development. Pizzagalli Properties has worked hard to involve our abutters and neighbors in the proposed use and design of this project. Several changes from the original civil and architectural designs were made to achieve a general consensus of approval for the project as it is currently proposed. Some of the changes include a softening of the building and a reduction in size. Adding additional landscaping and screening as well as creating a pocket park on the sites southeast corner. The lots primary parking areas are to be screened from public view by a 4' high brick wall, which will be planted with ivy. The proposed building has been moved to the south, so that it is situated directly adjacent to other commercial uses of similar size and scale. By locating it to the south, it is also further away from the closest neighboring residential properties. The proposed building has been turned to face the narrow end towards Shelburne Road. The north parcel parking area would be screened from public view by a proposed 4' high masonry wall covered in ivy. A strong emphasis would be placed on pedestrian accessibility and creating safer traffic patterns for both pedestrians and vehicles. To that affect, another significant benefit of the project would be the elimination of one of the existing curb cuts along Shelburne Rd., as well as an overall reduction of curb cuts from the existing seven (7), to a proposed three (3) curb cuts. In addition to the removal of several curb cuts, the two (2) proposed curb cuts on Hadley Rd. would be moved farther away from the Shelburne Rd. intersection, allowing for more queuing capacity along Hadley Rd and safer access to the two parcels. As this project constitutes an alteration to an existing structure used for commercial purposes, it is subject to Interim Bylaw under Section III, E. Below is a list of the applicable Interim Bylaw Sections with a brief description of the project's impact on each item. Interim Zoning Bylaw Review — Section II (i) — Adopt a Form Based Code -style regulation for the Williston Road/Dorset Street/City Center area and possibly other areas of the City. This property lies within a section of Shelburne Rd. that will most likely be implementing form based code under future regulation revisions. Although there is not a clear understanding of the potential form based code that would be considered for this area, the proposed project represents an urban commercial redevelopment for which form based code is very applicable. Pizzagalli Properties has made a substantial effort to work with its abutters and neighbors to determine the desired use and building design. The preliminary site design and layout have been prepared with input from our neighbors and with form based code in mind and represent a strong tie to many of the goals of form based code regulation. Main components of form based codes for this type of use include the following: • The scale of building and appropriateness — The proposed development and building are of a size and height that are consistent with the surrounding commercial buildings. As is typically associated with form based code, the proposed building is planned to be located along the major road frontage, with the proposed parking being located in the 2 1 back of the facility or in a screened area. Condensed, but appropriately sized development — By constructing a multiple floor commercial building the goal is met to keep the building massing and scale condensed but at the same time economically feasible. The proposed building size and height are very consistent with surrounding commercial buildings located directly next door and along this section of Shelburne Rd. Public improvement and access — The proposed project would provide improvements in several areas. The reduced curb cuts would provide a benefit to the traffic along Shelburne Rd. The reduction and relocation of curb cuts along Hadley Rd. would provide a similar benefit. The sites would continue to be easily accessible while reducing the impact to the surrounding streets. • Appropriate landscaping — The proposed project would ultimately involve significant landscaping along the streets, proposed parking areas and especially within the screening buffer zones currently designated, between the commercial property and the residential properties to the east, under the current land use regulations. Please see the andscaping plan attached. Section II (ii) — Include support of sustainable agriculture as a City goal in the Comprehensive Plan. The existing development is located on soils classified as "prime" agricultural soils. However, as the existing property is substantially developed, considered an urban built up area and the proposed project represents a redevelopment of an existing commercial use, the soils should not be considered important farmland. Section II (iii) — Include support of conservation of open space as a City goal in the Comprehensive Plan. The proposed commercial development will replace an existing motel (Liberty Inn & Suites) on property that is significantly developed with no existing open space. With input from abutters and neighbors, the proposed project includes a pocket park in the southeast corner of the site, with a dedicated access from the street. The proposed development includes extensive amounts of landscaping and screening throughout the site. And in the end does not result in any loss of open space. Please see the landscaping plan enclosed. Section II (iv) — Include support of promotion of housing for people of all incomes and stages of life as a City goal in the Comprehensive Plan. As the proposed project only represents a redevelopment of an existing commercial use, the ability to provide an affordable housing component does not need to be addressed. Section II (v) — Other aspects of the Purpose Statement in Section I of the Interim Zoning Bylaw. The proposed development represents a modest commercial development that is both consistent with the neighboring commercial properties and meets the presumed requirements of the potential future form based code. The proposed building will be situated along the frontage of Shelburne and Hadley Rd. with the proposed parking being located in the rear of the property. 3 fI The existing curb cuts will be reduced from seven (7) to three (3), with all curb cuts on Hadley Rd. being relocated farther back from the Shelburne Rd. intersection. This should allow for better traffic flow along Shelburne Rd., easier turning movements and queuing on Hadley Rd. and overall safer pedestrian and vehicular access. Section VI (a) — The proposed development shall not result in an undue adverse effect on the capacity of the existing or planned community facilities, services or lands. Each of the community provided facilities and services are listed below, along with a brief summary of the potential impact this project will have on them: • Schools & Education — The proposed development, being a commercial building, will not generate enough additional students to cause significant adverse effect on the school system. There may be some residual impact to the community based on the potential for the proposed building to generate additional jobs for the community, although this, too, should have a minimal impact on the school system. • Highway Capacity & Maintenance — The project proposes to eliminate a total of four (4) existing curb cuts by reducing the existing seven (7) curb cuts to three (3). Additionally, one of the existing curb cuts on Shelburne Rd. will be eliminated leading to less direct access to and from Shelburne Rd. that is not located at a legitimate intersection. Furthermore, the two (2) proposed curb cuts on Hadley Rd. will be installed farther away from the Shelburne Rd. intersection than currently exist. This will allow for better queuing on Hadley Rd. and safer traffic patterns on both Shelburne and Hadley Rd. The proposed commercial building does have the potential to increase peak hour traffic based on the proposed use. The benefits of the access reconfiguration appear to outweigh the minor potential increase in traffic volume. • City Hall & Services — The proposed development will not have an impact on the demands on City Hall or its related services. But will result in a tax roll increase three (3) times higher than the existing use. • Fire/EMS Facilities & Services — The proposed development will reduce the demands on the City Fire and EMS services. The proposed building will be designed to meet local and State building standards which include adequate fire suppression and emergency systems. • Police Facilities & Services — This proposed development will greatly reduce the demand on police facilities and services. • Water & Sewer Facilities — The project would likely utilize City of Burlington municipal water and sewer services as Shelburne Rd. represents the closest access to such utilities. • Stormwater Facilities — The existing parcels are fully developed and contain high percentages of impervious surfaces. As this project represents a redevelopment of a commercial property that cumulatively contains greater than an acre of impervious surface, State stormwater treatment standards would need to be accounted for and appropriate treatment practices implemented. This would likely include a combination of surface and subsurface treatment techniques. • Library Facilities & Services — The proposed development will not have a significant impact to the demands on the library or its related services as the proposed project represents a redevelopment of an existing commercial use. • Recreational Facilities & Services — The proposed development will not have a rd Y significant impact to the demands of the City's recreational facilities or services as the proposed project represents a redevelopment of an existing commercial use. • Housing & Affordable Housing — This property is currently utilized and zoned as a Commercial 1/Residential 15 lot. As the proposed project represents a redevelopment of an existing commercial use, the ability to provide an affordable housing component does not need to be addressed. • Community Lands — There are four primary items to address with regards to community lands: o Open Space — Please see the revised site and landscaping plans attached that show proposed open spaces including a pocket park on the southeast corner of the site (closest to the Hadley Road neighborhood). This park will include a small path with benches and a dog waste station. o Prime Agricultural Soils — The existing development is located on soils classified as "prime" agricultural soils. However, as the property is substantially developed, considered an urban built up area and the proposed project represents a redevelopment of an existing commercial use, the soils should not be considered important farmland. o Form Based Codes — The preliminary site design and layout have been prepared with form based code in mind and represent a strong tie to many of the goals of form based code regulation. These include an appropriate scale and massing of building, locating the building along the road frontage, installing parking in the rear of the lot or in a screened area and placing a strong emphasis on pedestrian access and appropriate vegetation. o Travel Corridors — The property is located on a section of Shelburne Rd. which is a highly traveled, urban developed area. The proposed development is consistent with the intended use of this travel corridor. Section VI (b) — The proposed development shall not result in an undue adverse effect on the existing patterns and uses of development in the area. The property is located on Shelburne Rd., which is one of two main developed corridors in the City. This corridor contains both commercial and residential areas that are heavily concentrated along Shelburne Rd. The proposed commercial development will replace existing commercial development and be of a scale that is consistent with surrounding commercial development in the corridor. As the property abuts residential lots to the east, much consideration has been given to retaining an adequate buffer between the two uses to provide separation and the opportunity for the required vegetative landscaping. Please see both site and landscaping plans enclosed. Furthermore, by relocated the proposed building along the frontage of Shelburne Rd., one of the main goals of form based code is being met while also providing a more appropriate buffer between the commercial and residential uses. Section VI (c) — The proposed development shall not result in an undue adverse effect on traffic on roads and highways in the vicinity. As outlined in Section VI (a), Highway Capacity & Maintenance, the project proposes to eliminate a total of four (4) existing curb cuts by reducing the existing seven (7) curb cuts to three (3). Additionally, one of the existing curb cuts on Shelburne Rd. will be eliminated leading to less direct access to and from Shelburne Rd. Furthermore, the two (2) proposed curb cuts on Hadley Rd. will be installed farther away from the Shelburne Rd. intersection than currently exist. This should allow for better queuing on Hadley Rd. and safer traffic patterns on both Shelburne and Hadley Rd. The proposed commercial building does have the potential to increase peak hour traffic based on the proposed use. However, the benefits of the access reconfiguration appear to outweigh the minor potential increase in traffic volume. Section VI (d) — The proposed development shall not result in an undue adverse effect on environmental limitations of the site or area and significant natural resource areas and sites. The property does not appear to have any environmental limitations or any significant natural resources. There also appear to be no environmental limitations or significant natural resources on the abutting properties. The proposed development should not have an adverse effect on the environmental limitations of the site or on any significant natural resources. Section VI (e) — The proposed development shall not result in an undue adverse effect on utilization of renewable energy resources. The proposed development does not include any type of renewable energy production on site. With the proposed building being located along the western portion of the southern parcel and sufficiently separated from surrounding properties, there should be no impact on the potential use of renewable energy resources by adjacent properties. Section VI (f) — The proposed development shall not result in an undue adverse effect on municipal plans and other municipal bylaws, ordinances or regulations in effect. The City of South Burlington's Comprehensive Plan goals were most recently adopted on March 9, 2011. Within this comprehensive plan are several goals related to the well being of the City, region, environment and community. Each of the general plan goals are listed below, along with a brief summary of the potential impact this project will have on them: • Regional Cooperation — The proposed development is located within an urban area and is consistent with the community development. The proposed development does not alter this position and the project will not inhibit any regional plan coordination. • City Identity & City Center — The proposed development is not within the designated City Center area. • Population & Balanced Rate of Growth — The proposed development is commercial in nature and should not have a significant impact on the population balance or growth. • Quality Environment —There are no water courses, wetlands, wildlife corridors, rare vegetation or other viable potential natural resources to be impacted by this project. • Land Use Distribution — The property is located within the Commercial 1 zoning district, which encourages moderate density commercial use. The proposed development meets the definition of commercial use and is consistent with the zoning district's density requirements. • Open Space Planning — The proposed commercial development will replace existing 6 commercial development on a property that is significantly developed with no existing open space. The proposed project incorporates additional open space with the construction of a pocket park on the sites southeast corner. • Housing — As the proposed project only represents a redevelopment of an existing commercial use, the ability to provide an affordable housing component does not need to be addressed. • Schools — The proposed development is commercial in nature and will not have a significant impact on the community schools. • Recreation — The proposed commercial development will replace an existing commercial development that currently has no existing recreation space. The proposed development will include a pocket park with benches as well as new bike storage on site and internal showers to support riders and runners. • Economic Development — The proposed commercial development will replace an existing commercial development that is not efficiently used. The proposed commercial office building will be a benefit to the local economic community and result in an approximate tax roll increase three (3) times higher than the existing use. • Transportation- The proposed commercial redevelopment is located along Shelburne Road which has high accessibility to public transportation. • Public Utilities & Services — Given the small scale of the proposed development, there will not be a significant averse effect on public utilities and service. • Land Use Through Zoning — The existing property is located within the Commercial 1 zoning district. The proposed development represents an approved use for this property and is consistent with the other properties in this area. In summary, we strongly believe that this project will benefit the community without inflicting any undue adverse effects on the surrounding area, public utilities and facilities or regional development plan. Pizzagalli Properties has worked hard to get a general consensus from our abutters, neighbors and the local community as to the desired use, design and scale of the proposed project. Furthermore, this project is in compliance with the requirements as set forth by the interim zoning bylaws and municipal plan and could serve as a strong community example of the implementation of form based code in the City. If you have any questions or concerns regarding this Interim Zoning Conditional Use application and associated plans, please feel free to contact me. Sincerely: Robert Bouchard Development Manager CC: Jeffrey Olesky, P.E. 7