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HomeMy WebLinkAboutBATCH - Supplemental - 0636 0638 Hinesburg RoadV IE1 IIJAINil-IIr.LI V 1' K Y November 17, 2014 Mr. Raymond Belair, Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Re: Certificate of Occupancy Application; 636-638 Hinesburg Road South Burlington_ VT Dear Mr. Belair, Attached as Exhibit A, please find a complete City of South Burlington, Application for Certificate of Occupancy for the Planned Unit Development authorized by City Zoning Permit #ZP-14-150 (the "Permit") issued on June 9, 2014. Also included, as required is the RBES Certificate, indicating compliance with the RBES standards (one for each building). Lastly, we have also included a check for the requisite fee. In addition to the items enclosed at Exhibit A, please also find at Exhibit B, updated elevations and an updated lighting plan for your records. As we discussed, during construction we discovered a few issues with the windows as drawn on the elevations filed with the original permit. We also discovered that the lighting plan submitted included an extra bollard. The specific changes, which are highlighted in the attached elevations, are as follows: 1. Elevation A4.1: a. East Elevation: This elevation was changed to add another window next to the planned staircase window. This change was made to allow more light inside because the unit felt dark. The window that was added is circled. b. West Elevation: The two windows on the right side of the elevation were decreased in width by approximately 4 inches. This was to enable the window to fit between interior structural beams. Additionally, the left hand window was also added to increase the glazing on the street side, and to enhance the fagade. 2. Elevation A4.2: a. East and West Elevations: The indicated windows on the east and west elevations were decreased in width by approximately four inches, in order to allow for framing elements. b. North and South Elevations: The indicated windows were made smaller to allow for privacy in the unit bathrooms. 3. Lighting Plan: A bollard light shown at the northern end of the parking lot was an error on the original plan, and has been removed. All other elements shown in the building elevations were built per the plans. Please contact our office with any questions or concerns. We would like to schedule and inspection as soon as possible, in order to facilitate occupancy on December 1, 2014. Thank you. Sincerely, tea-*e Andrew Gill, Project Coordinator Enclosures �,. 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Drp I i i Stonington Circle 1 a is a a V � CVi •p 00 C > d kn �:a N sV.�QN d r Ln 00 U N W rl 4 a a O +j V G ri -1 N r-1 r-1 �4 O rd O r U] Ga Page M of 1 G PG cFld d .JIJ ,�v 0t r /� y/\ t111iJ.S�_� 21 � t i- L'Qil� RECREATION PATH EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS, that O'BRIEN BROTHERS LLC, a Vermont limited liability company with place of business in the City of South Burlington, County of Chittenden and State of Vermont, Grantor, in consideration of Ten Dollars ($10.00), and other valuable consideration, the receipt and satisfaction of which are hereby acknowledged, to it paid by the CITY OF SOUTH BURLINGTON, a Vermont municipal corporation located in the County of Chittenden and State of Vermont, Grantee, does hereby GIVE, GRANT, SELL, CONVEY and CONFIRM unto the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns forever, a perpetual easement and right-of-way for the purpose of constructing and maintaining a recreational pathway for public use over, on and through property in the City of South Burlington, County of Chittenden and State of Vermont, described as follows: A strip of land twenty feet (20') in uniform width extending a distance of one hundred eighty-three and twenty-two one hundredths feet (183.22') across the entire frontage of Grantor's property located on the northerly side of Hinesburg Road (Vermont Route 116), as shown as the "New 20' wide recreation easement" on the plan entitled: "Boundary Survey, Lands of O'Brien Brothers, LLC, Hinesburg Road, South Burlington, Vermont," prepared by Krebs & Lansing Consulting Engineers, Inc. dated February 3, 2014, last revised May 12, 2014, and recorded in Map S1ide.,� of the City of South Burlington Land Records. Said easement and right-of-way shall be used by the public as a recreational and bicycle pathway subject to the condition that no motorized traffic, including, but not limited to, motorcycles, trail bikes and snowmobiles, shall be allowed to use the pathway, except motorized vehicles used by the Grantee, or its agents, for the purpose of maintaining or patrolling the pathway. 1 `09 i ��i s=► � ? 1 v o 1218 F G= 210 Grantee, its successors and assigns, shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, drain and pave said recreational pathway, including all necessary bridges, culverts, cuts and ramps, at its sole cost and expense. Grantee further agrees, for itself and its successors and assigns, that any premises affected by its entry pursuant to this easement and the below - referenced temporary construction easement shall be restored as near as reasonably practicable to their condition prior to such entry at its own cost and within a reasonable time. Grantee agrees, for itself and its successors that it will indemnify and hold the Grantor harmless, to the full limits of liability insurance that it customarily maintains, for any injury or damage resulting from the public use of said right-of-way not attributable to acts of the Grantor. Grantee, by the recording of this easement, acknowledges that it has been donated to the City, at no cost to the City, with the intent that Grantor shall receive the full benefit and protection of 19 V.S.A. Section 2309. For purposes of construction a temporary easement and right-of-way five feet (5) on each side of said permanent easement and right-of-way is hereby granted, together with the right to enter onto the other lands of Grantor proximate to the easement area. Said temporary easement and right-of-way shall expire once construction of the recreation pathway is completed and the same is open and available to the public. The within Grantor, its successors and assigns, shall have the right to make use of the surface of the right-of-way and easement such as shall not be inconsistent with the use of said right-of-way for its intended purposes until such time as the Grantee constructs the recreation pathway, but Grantor, its successors and assign shall specifically place no structures, landscaping or other improvements within said easement and right-of-way which shall prevent or interfere with the within Grantee's ability to use said easement and right-of-way, other than the driveway for Grantor's property and underground utilities as shown on the above -referenced boundary survey. Grantee acknowledges that the construction and maintenance of improvements necessary to provide access to Grantor's property shall not be inconsistent with the use of this easement by the Grantee. Being a portion of the lands and premises conveyed to O'Brien Brothers, a Vermont partnership, by Warranty Deed from Henry D. Rye and Elizabeth J. Rye, dated May 16, 1983, and recorded in Volume 188 at Page 314 of the City 00030621 1 v0 121,81 FG= 211 of South Burlington Land Records. Reference is made to the Certificate of Partnership Qualification of Daniel J. O'Brien and Leo O'Brien, Jr. d/b/a O'Brien Brothers Partnership to O'Brien Brothers' Partnership, LLP dated August 25, 2003, and recorded in Volume 635 at Page 385 of the City of South Burlington Land Records and the subsequent Notice of Conversion of O'Brien Brothers' Partnership, LLP to O'Brien Brothers LLC dated September 29, 2009, and recorded in Volume 896 at Page 253 of the City of South Burlington Land Records. Reference is hereby made to the above -mentioned plan and deed and the records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto the said Grantee, CITY OF SOUTH BURLINGTON, its successors and assigns forever; and Grantor does for itself and its successors and assigns, covenant with Grantee and its successors and assigns, that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances other than easements and rights of way of record, that the Grantor has good right and title to sell and convey the rights as aforesaid and that Grantor, and its successor and assigns shall Warrant and Defend the same to Grantee and its successors and assigns forever against the lawful claims and demands of all persons. IN WITNESS WHEREOF, the Grantor, O'BRIEN BROTHERS LLC, hereunto sets its hand and seal this 4� day of I�`I , 2014. IN PRESENCE OF: ;O'BRIEN ROTHERS LLC i By: Lawrence R. Michaels, Its duly authorized agent 3 00030621 V : 121 FG : 212 STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At South Burlington, Vermont, this ± day of f` ,�k V , 2014, personally appeared LAWRENCE R. MICHAELS, duly authorized agent of O'BRIEN BROTHERS LLC, signer and sealer of the foregoing written instrument, and acknowledged the same to be his free act and deed and the free act and deed of O'BRIEN BROTHERS LLC. 1901043v2/R}DU Before me, Notary Public My Commission Expires 2/10/15 4 i REAL ESTATE DEVELOPMENT AND M A N A (, E M ENT VIA HAND -DELIVERY May 29, 2014 Mr. Raymond Belair, Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Re: Zoning Permit Application: Parcel #0860-00636, 636 Hinesburg Road Dear Mr. Belair, Attached as Exhibit A, please find a complete City of South Burlington, Zoning Permit Application, for construction of the Planned Unit Development authorized by City Permit #SD- 14-07 (the "Permit") issued on April 21, 2014, (the "Project"). As outlined in the Permit, this letter seeks to satisfy several conditions of the Permit, including the issuance of a Zoning Permit so that construction can commence immediately in early June. Specifically, in accordance with the Permit please find the following attached: 1. Condition 3: Please find attached as Exhibit A a complete Zoning Permit application. 2. Condition 5: Enclosed as Exhibit B, please find three (3) 24 x36 copies of the revised plans for the project. The revisions to the plans are as follows: a. The plans have been revised to show the E-911 addresses for each building; b. The plans have been revised to show new screening around the three (3) HVAC units on the easterly side of Building B; c. The survey plat and site plans have been revised to depict a 20 foot wide recreation path easement along the property's frontage; and d. The plans have been revised to show the fences as described in an email dated 4/14/14. 3. Condition 7: Attached as Exhibit C, please find a Three -Party Agreement, issued to the City of South Burlington in the amount of $14,000.00. This letter will be valid for 3 years, per the requirement of the Permit and as stated in the letter. An original copy of the City's Three -Party Agreement, which has been executed by all parties is attached for your records. 4. Condition 8: Attached as Exhibit D, please find the original, executed and notarized - recreation path easement deed for the property. This deed template was provided by the City Attorney for completion, and minimal changes have been made. The final version of the document has been sent to the City's attorney for approval under separate cover. Mr. Raymond Belair, Administrative Officer May 29, 2014 5. Condition 9: Please know that the requisite wastewater allocation fee is included with this application. 6. Condition 12: A digital PDF copy of the Project plans is included with this application on a Compact Disc. 7. Condition 14: A digital copy of the survey plat is included with this application on a separate compact disc. The file is in the format requested by the South Burlington GIS Coordinator, in accordance with this permit condition. Also attached at Exhibit E for your reference is a complete set of 11 x 17 construction drawings, inclusive of all building dimensions, floor areas, etc. Finally, we have included a check for $26,126.74 which we understand is in satisfaction of applicable zoning permit, allocation and impact fees. Please contact our office with any questions or concerns. Thank you. Enclosures Sincerely, *40 Andrew Gill, Project Coordinator 2 AND MANAGEMENT VIA HAND -DELIVERY December 13, 2013 Mr. Paul Conner, Director of Planning and Zoning South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Re: Preliminary Wastewater Allocation: Parcel #0860-00636; 636 Hinesburg Road Dear Mr. Conner, Attached as Exhibit A, please find a complete City of South Burlington, Application for Wastewater Allocation for a proposed Planned Unit Development on an existing 0.63 acre parcel located at 636 Hinesburg Road, South Burlington, Vermont (the "Parcel"). This application seeks the preliminary allocation of 910 gallons per day to accommodate the construction of two new buildings: (i) a four -unit building containing four, two -bedroom apartments, and (ii) a three - unit building containing three, one -bedroom apartments. This will be an increase in density of three (3) two -bedroom units, and two (2) one -bedroom units, as an existing duplex will be demolished as part of the project. As outlined by our site engineer, the requested allocation is calculated as follows: One Bedroom Unit 3 140 420 Two Bedroom Unit 4 210 840 Existing One Bedroom 1 -140 -140 Existing Two Bedroom 1 -210 -210 Total Allocation Needed 1 1 910 Please know that we are eager to proceed to our Preliminary Plat hearing with the Development Review Board, and this allocation is an important part of that proceeding. We hope that you can return the signed allocation as well as any additional information at your earliest opportunity. We greatly appreciate your attention to this, and we look forward to hearing from you. Please call our office with any questions. Thank you. Sincerely, 1 J /� Andrew Gill, Project Coordinator Enclosure 40VERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources Drinking Water and Groundwater Protection Division WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Landowner(s): O'Brien Brothers, LLC Permit Number: WW-4-4233 c/o Larry Michaels PIN: 1855 Williston Road P.O. Box 2184 South Burlington VT 05446 This permit affects property identified as Town Tax Parcel ID # South Burlington: o86o-oo636 referenced in a deed recorded in Book 188 Page(s) 314 of the Land Records in South Burlington, Vermont. This project, consisting of the demolition of an existing duplex and construction Building A with four (4) two -bedroom units and Building B with three (3) one -bedroom units, construction of new water service lines, and a wastewater service line for Building B, served by municipal water supply services and municipal wastewater disposal services located on 636 Hinesburg Road in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. 1. GENERAL 1.1 The project shall be completed as shown on the following plans and/or documents prepared by Scott Homsted, P.E. of Krebs & Lansing Consulting Engineers, with the stamped plans listed as follows: Sheet Number Title Plan Date Plan Revision Date Boundary Survey, Lands of O'Brien Brothers LLC 2/03/2014 1 Site Plan, Rye Parcel, O'Brien Brothers LLC 1/05/2014 5/19/2014 2 Existing Conditions Plan, Rye Parcel, O'Brien Brothers LLC 1/05/2014 4 Details, Rye Parcel, O'Brien Brothers LLC 1/05/2014 5 Water Details, Rye Parcel, O'Brien Brothers LLC 1/05/2014 5/19/2014 6 Sewer/Storm Details, Rye Parcel, O'Brien Brothers LLC 1/05/2014 1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction including, but not limited to, those that may be required from the Act 25o District Environmental Commission; the Drinking Water and Groundwater Protection Division; the Watershed Management Division; the Division of Fire Safety; the Vermont Department of Health; the Family Services Division; other State departments; or local officials. 1.3 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall record and index this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.4 The landowner shall record and index all required installation certifications and other documents that are required to be filed under these Rules or under a specific permit condition in the South Burlington Land Records and ensure that copies of all certifications are sent to the Secretary. 1.5 No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a signed and dated certification from a Vermont Licensed Designer that states: t�f h; Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Water Su- ', Permit WW-4-4233 1 Page 2 of 3 "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all the permit conditions, were inspected, were properly tested, and have successfully met those performance tests", or which otherwise satisfies the requirements of §1-3o8 and §1-911 of the referenced rules. 1.6 This project is approved for demolition of an existing duplex and the construction of Building A with four 2- bedroom units and Building B with three 1-bedroom units on the existing o.63 acre lot. Construction of additional nonexempt buildings, including commercial and residential buildings, is not allowed without prior review and approval by the Drinking Water and Groundwater Protection Division and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. No construction is allowed that will cause non-compliance with an existing permit. 1.7 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plan(s), if applicable, prior to conveyance of any portion of the project to that purchaser. 1.8 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations, and permit conditions. 1.9 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with 10 V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 The components of the potable water supply herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specifically directed in Condition #1.5 herein. 2.2 This project is approved for connection to the water supply system owned by the City of South Burlington (VTo005091) for a maximum of 1485 gallons of water per day. 2.3 The landowner shall install and maintain backflow prevention devices that conform to Vermont Department of Public Safety standards and NFPA 13 for any connection of a sprinkler fire suppression system to a public drinking water system. 2.4 This permit is based, in part, on a municipal approval for connection to their water distribution system. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. g.WASTEWATER DISPOSAL 3.1 The components of the sanitary wastewater system herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer) who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specifically directed in Condition #1.5 herein. 3.2 This project is approved for connection to the City of South Burlington wastewater treatment facility as depicted on the plan(s) stamped by the Drinking Water and Groundwater Protection Division. The project is approved for a maximum of 126o gallons of wastewater per day. 3.3 Building B is approved with an existing building sewer line. The Drinking Water and Groundwater Protection Division assumes no liability for the adequacy of this sewer line. Should the line fail and not qualify for the minor repair or replacement exemption, the landowner shall engage a Licensed Designer to evaluate the cause of the failure and to submit an amendment application to this office prior to correcting the failure. Wastewater System and Potable Water Su ) Permit WW-4-4233 Page 3 of 3 3.4 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required if the project is served by the municipal wastewater collection system. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. David K. Mears, Commissioner Department of Environmental Conservation By IVAN I , ihJM&,L,., Dated May 22, 2014 Jessann Wyman, Regional gineer Essex Regional Office Drinking Water and Groundwater Protection Division cc South Burlington Planning Commission Scott Homsted Department of Public Safety, Division of Fire Safety Legal Review Invoice May 14, 2014 Andrew Gill O'Brien Brothers Agency, LLC 1855 Williston Road So. Burlington, VT 05403 Re: Legal Review — #SD-14-07 — Recreation Path Easement Pursuant to the requirement to have required legal documents reviewed by the City Attorney and as required by the "Planning and Zoning Fee Schedule" adopted by the South Burlington City Council on April 20, 2011 (as amended), please remit the following amount to be used to pay for the Legal Review: Amount requested: $ 150.00 No Legal Review shall be authorized by the City without receipt of these funds. The City shall hold these funds and use them only to pay for the required Legal Review If at any time the amount being held is reduced to $0, the City shall request an additional amount sufficient to cover estimated costs from the applicant prior to authorizing any further expenditures of the Legal Review. Following the completion of the legal review, any unused funds shall be returned to the applicant. Further, the applicant retains, at all times, the right to request any unused funds be returned. Upon receipt of any such request, in writing, the city shall inform the City Attorney of this request and require that they cease any further work. Following the payment of any work done to date, the city shall return unused funds and inform the City Council that the legal review has been ceased at the request of the applicant. Checks should be made out to the City of South Burlington Please remit payments to: Raymond Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com State of Vermont Department of Environmental Conservation Drinking Water and Groundwater Protection Division Essex Regional Office ill West Street Essex Junction, VT 05452-4695 www.septie.vt.gov April 30, 2014 O'Brien Brothers, LLC c/o Larry Michaels 1855 Williston Road P.O. Box 2184 South Burlington VT 05446 Agency of Natural Resources [Phone] 802-879-5656 [fax] 802-879-3871 RE: WW-4-4233, Rye Parcel Apartments; demolish existing duplex and construct Building a with (4) two bedroom units and Building B with (3) one bedroom units located at 636 Hinesburg Road in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on April 30, 2014, including a fee of $580.00 paid by check #27o68. Under the performance standards for this program, we will have a maximum Of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier, James Sandberg and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Drinking Water and Groundwater Protection Division Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Scott Homsted/Krebs & Lansing Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury April 21, 2014 Andrew Gill O'Brien Brothers Agency, Inc. 1855 Williston Road So. Burlington., VT 05403 Re: Preliminary & Final Plat Approval #SD-14-07 — 636 Hinesburg Road Dear Mr. Gill: Enclosed, please find a copy of the Findings of Fact and Decision of the Development Review Board on the above referenced project, the hearing for which was closed on April 15, 2014 (effective 4/18/14). Please note the conditions of approval, including that the final plat plans must be recorded in the land records (in mylar format) within 180 days (must be submitted to me in time for recording along with a $15 recordingfee by October 15, 2014) or this approval is null and void. If you have any questions, please contact me. Sinc ely Paymondair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7010 0290 0000 2215 6119 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com ra From: Andrew Gill <andrew@obrienbrothersagency.com> Sent: Monday, April 14, 2014 10:19 AM To: ray Cc: larry@obrienbrothersagency.com; scott.homsted@krebsandlansing.com Subject: 636 Hinesburg Road Fencing Attachments: rye-L14-14-14.pdf; Oklahoma -with -Closed -Spindle -Topper jpg; Hawk Creek Solid WRC (1)jpg Follow Up Flag: Follow up Flag Status: Flagged Ray, It was good talking to you earlier. As discussed, the neighbors at Wellesley requested the installation of fencing along the inside (Hinesburg Road side) of the cedar hedge that borders their property. Given this, we have amended our landscape plan to include this fencing. Additionally, we added three (3), 8' sections of fence between the back decks of the units located in Building A. To be clear, the specific changes to this plan are as follows: 1. We have added vinyl fencing that matches the existing fence on Wellesley grove between the four parking spaces and the cedar hedge, as indicated on the site plan. 2. We have added stockade style fencing commencing at the end of the four parking spaces (vinyl fence), and continuing along the hedge to the eastern property boundary. A photo of this fence is attached (Hawk Creek Solid). 3. We have added three (3) 8 foot sections of decorative vinyl fencing as a privacy barrier between unit back porches. A photo of this fence style is also attached (Oklahoma). We appreciate you providing this information to the DRB prior to the hearing such that we can include it for discussion tomorrow. Best, Andrew Andrew Gill I Project Coordinator) O'Brien Brothers Agency, Inc I PO Box 2184 - 1855 Williston Rd, So. Burlington, VT 05407 Office: 802-658-5000 1 andrew@obrienbrothersagency.com I www.obrienbrothersagency.com From: Andrew Gill Sent: Monday, April 14, 2014 10:07 AM To: Larry Michaels (larry@obrienbrothersagency.com) Subject: Fence Types Andrew Gill I Project Coordinator) O'Brien Brothers Agency, Inc ( PO Box 2184 - 1855 Williston Rd, So. Burlington, VT 05407 Office: 802-658-5000 1 andrew@obrienbrothersagency.com I www.obrienbrothersagency.com ray From: Tom Dipietro Sent: Friday, April 04, 2014 1:43 PM To: ray Subject: RE: 636 Hinesburg Road Plans Looks great. No comments. Thomas J. DiPietro Jr. Deputy Director Department of Public Works City of South Burlington Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: ray Sent: Friday, April 04, 2014 11:25 AM To: Tom Dipietro Subject: 636 Hinesburg Road Plans Hi Tom, Would you please take a look at the attached plans and submit any comments you have regarding what they are proposing to regarding stormwater? Thanks. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainabilitv.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City of or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. O!BPJEN "REAL ESTATE DEVELUPMENT AND MANAUEMENT VIA HAND -DELIVERY January 10, 2014 Mr. Raymond Belair, Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Re: Preliminary and Final Plat Application: Parcel #0860-00636; 636 Hinesburg Road Dear Mr. Belair, Attached as Exhibit A, please find a complete City of South Burlington, Planning and Zoning Application for Subdivision Preliminary and Final Plat Review, for a Planned Unit Development on an existing 0.63 acre parcel located at 636 Hinesburg Road, South Burlington, Vermont (the "Parcel"). This application seeks the approval of the South Burlington Development Review Board (the "Board"), on the planned redevelopment of the Parcel, to become two buildings, one with four two -bedroom residential dwelling units ("Building A"), and one with three, one -bedroom residential dwelling units ("Building B") consisting of seven (7) units of residential housing total (the "Project"). The details of the Project and its compliance with the City of South Burlington Land Development Regulations, adopted on May 12, 2003 and amended on May 7, 2012 (the "Regulations"), were discussed at a Sketch Plan Review hearing on October 1, 2013, (the "Hearing", "Application SD-13-28"). The South Burlington Department of Planning and Zoning has reviewed Application SD-13-28, and produced a report dated September 27, 2013 (the "Staff Report"), that discusses the application, and its compliance with the Regulations, attached hereto as Exhibit B. Below please find a comprehensive analysis of the Project's compliance with the Regulations, as well as responses to issues raised at the Hearing, and at subsequent meetings with City Staff. Also included is a written response to questions and criteria discussed in the Staff Report. For the sake of simplicity, requisite compliance items already addressed and confirmed in the Staff Report are not discussed in detail below. This application will rely on previous discussion, and the already -written conclusions of the Staff Report. The below application is divided into the following sections, which parallel the criteria of the Staff Report: I. Zoning District and Dimensional Requirements (Request for Setback Waiver) II. Compliance with Section 14.06 and 14.07 Site Plan Review Standards III. Compliance with Section 15.18 of the Regulations, Review Criteria for PUD's IV. Miscellaneous Regulation Requirements V. Conclusions South Burlington Development Review Board January 10, 2014 Enclosed you will find requisite copies of the Application, as well as a check for the appropriate fee (both Preliminary Plat and Final Plat combined). We hope that this application can be scheduled for a hearing in the near term, as we hope to commence work on the Project in the spring. If anything is missing from this application, please feel free to contact our office, and we will provide it as soon as possible. I. Zoning District and Dimensional Requirements (Request for Setback Waiver): As outlined in the Staff Report, the Project, meets all of the applicable dimensional and zoning requirements of the Residential 12 District, save the required front yard setback. While the Site Plan has changed slightly since the Staff Report was written, this remains true. Given this, a front yard setback waiver was discussed at the Hearing and was viewed favorably by the Board. As discussed, the decreased front yard setback is beneficial to the Project for several reasons: (i) the decreased setback is in keeping with Form Based Code, which the City is currently working to adopt City-wide; (ii) the housing development immediately east of the Project is also built with a reduced setback, and approval of the requested waiver will keep the position of development consistent along Hinesburg Road; and (iii) the reduction of the setback enables the development to be designed in a manner that is less imposing, and in better keeping with the feel of the existing neighborhood. Given this, and per testimony provided at the Hearing, we hereby request that this waiver be granted. II. Compliance with Section 14.06 and 14.07 Site Plan Review Standards As you know, all applications for a PUD as defined at Section 15 of the Regulations also require Site Plan Approval. Section 14.06 of the Regulations outlines the review criteria for Site Plan Approval: 1. 14.06(A) Project Conformance with Comprehensive Plan: As outlined on page five of the Staff Report, attached as Exhibit B, the: "Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan." Given this, no further discussion of this compliance is provided herein. 2. 14.06(B)(1) Project Site Planning, Parking and Transitions: As described to the board at the Hearing, this Project has taken several intentional steps to assimilate the Project buildings with their surroundings. Two particular and intentional decisions were: (i) the retention of large mature trees, both as a central element in the Project and along the Project's southeastern boundary; and (ii) the orientation of the buildings as perpendicular to Hinesburg Road, to minimize their scale as viewed from Hinesburg Road. These two considerations, when combined with the detailed Landscaping Plan, attached at Exhibit C, provide a development that is modest in scale, and assembled to allow a smooth transition from site to structure and from structure to structure, within the Project. 2 South Burlington Development Review Board January 10, 2014 As noted in the Staff Report, original Project site plans did show more parking than is required by the Regulations. At the suggestion of the Staff Report, these additional spaces have been removed such that the requisite number of parking spaces (16 spaces with one handicapped space), are all that is currently proposed (see Exhibit C). This has resulted in an increase in the Project's green space, and has also resolved concerns about snow storage. Current snow storage areas are also located on the Project Site Plans attached as Exhibit C. Furthermore, since the Hearing, we have also decreased the size of the building footprint fairly substantially; this has also increased green space, allowing a much more open and spacious feel at the Project. Lastly, as required by this section of the Regulations, the Project is well connected with pedestrian sidewalks that will facilitate easy access to all residential units, and the Project's green spaces and garden. These walkways are also shown on the Site Plans at Exhibit C. 14.06(B)(2) Project Parkina: As discussed in the Staff Report the: "Project proposes to locate parking behind the buildings, to screen the parking from Hinesburg Road... an existing cedar hedgerow on the eastern side provides screening as well ... a white fence along the northern edge of the property ... would provide some screening from Wellesley Grove road, a private road." Given this, and as confirmed in the Staff Report, the proposed parking for the Project is screened in compliance with Section 14.06(B)(2) of the Regulations, provided Wellesley Grove remains a private road. As discussed at Section III(3)(A) below, Wellesley Grove Road is anticipated to remain a private road, and therefore no additional screening of that road is required, and the proposed plan is compliant. As mentioned in the Staff Report, Section 13.01(G)(5) of the Regulations requires that bicycle parking be provided for residents and visitors to the site. Per the request of the Staff Report, we have added a bicycle rack to the Site Plan, attached at Exhibit C. 4. 14.06(B)(3) Project Building Scale: As illustrated on the building elevations attached at Exhibit D, the proposed structures will be less than 35' tall, which is the permissible height within the Residential 12 Zoning District. Specifically, Building A will be approximately 30' feet tall, and Building B will be approximately 29' tall. The existing buildings at Wellesley Grove and Stonington Circle are of similar height and construction (two stories with a standard shingle roof), and so the Project as proposed will be of similar height and scale to the buildings that surround it, in compliance with this Section. 5. 14.06(B)(4) Project Utility Service Locations: As outlined at Exhibit C, and in accordance with Section 15.13(E) of the Regulations, all utility connections will be located underground. South Burlington Development Review Board January 10, 2014 6. 14.06(C)(1) Project Building Materials: As outlined at Exhibit D, the Project proposes the use of materials that are similar in texture, form, and detail, to those of surrounding structures and neighborhoods. For example, the building will be clad in vinyl siding, will have divided light windows, gable-style/traditional construction, a shingle roof, and a massing that is consistent with the surrounding area. Furthermore, as illustrated on the Landscaping Plan, attached at Exhibit C. plantings will be installed to provide visual screening, and breaks to help create attractive transitions between neighboring developments. Plants will be of varied types, flowering at different points in the season, to provide an attractive and ever -changing landscape. 7. 14.06(C)(2) Project Structures Related Harmoniously to Surroundings: As described above, the Project has been carefully designed by site engineers, architects, and landscape experts to provide an infill development that assimilates with its environment. As proposed we believe the Project to be harmonious with its environment, and with the existing building lot. In preliminary discussions with the DRB, only one issue was raised with regard to the proposed structures, and that was the detail for the elevations that will face Hinesburg Road. The main concern was that these elevations be attractive and welcoming. Given this feedback, we have worked with our architect to design the buildings to be welcoming when viewed from Hinesburg Road (See Exhibit D, Hinesburg Road Elevation, Hand Drawn Sketch). Furthermore, through the use of evergreen screening (located on the Landscape Plan at Exhibit C), we have created view corridors, which will direct people's view from Hinesburg Road more toward the courtyard of the structures where the doorways are located, further enhancing the street appeal of the Project. 8. 14.07(A) Project Access to Abutting Properties: As described in the Staff report: "the reservation of additional land is not warranted to provide an additional access to an adjoining property." Given this, the Project meets the requirements of this Section. 9. 14.07(B) Project Utility Locations: Per item 4 above, utilities will be located underground. In compliance with this Section. 10. 14.07(C) Project Disposal of Wastes: Screened facilities for the disposal of waste will be provided at the location designated on the Project Site Plans. Stockade style fencing will be used to screen the facilities on all four sides and to contain any waste from blowing around. A locking gate will be used for access. At this point, it is anticipated that garbage facilities will be tote -style plastic bins, not larger metal -style dumpsters due to space constraints on the site. The area designated for this enclosure is illustrated on the Site Plan, attached at Exhibit C. 11. 14.07(D) Project Landscaping Requirements: Landscaping for the project must be in conformance with Section 13.06 of the Regulations. As outlined below, the Project M South Burlington Development Review Board January 10, 2014 meets the requirements of Section 13.06, for both Preliminary and Final review. Specifically: A. 13.06(B) Landscaping of Parking Areas: The Board is charged to review the adequacy of proposed landscaping for several criteria: Perimeter landscaping is prescribed by the Regulations to "mitigate the view of the parking lot from the public way and from adjacent uses and properties, and to provide shade for the parking lot. As described herein and as shown on the Landscape Plan attached at Exhibit C, several mature trees will remain on the eastern property boundary, which includes the eastern boundary of the parking area. A cedar hedge that currently exists on the northern boundary will also remain, both of which will provide shade. These existing elements will screen the parking area from neighboring properties. The proposed buildings and evergreen trees near Hinesburg Road, will screen the parking from view from the public way. The existing white fence on Wellesley Grove Road will remain, and will screen the parking area from Wellesley Grove. ii. Interior Parking Lot Landscaping: This requirement does not apply to the Project, which has less than 28 parking spaces. iii. Curbing: Per the Regulations, all interior and perimeter plantings shall be protected by curbing. As shown on the Site Plan, curbing is proposed along the entire southern boundary of the parking area. The northern and eastern boundaries of the parking area do not contain any new plantings. Rather, they contain many large and mature trees and bushes that will be maintained as part of the Project. No curbing is proposed along the northern boundary, as part of an effort to minimize disturbance to existing root systems for trees we want to maintain, and to allow for snow storage on the lawn in that area (it is difficult to lift snow over a curb). Additionally, in the area where the parking closely abuts the existing cedar hedge, a stockade fence will be installed to protect the hedge, and to limit the transmission of headlight glare into Wellesley Grove. iv. Planting Species: As outlined on the Landscaping Plan, attached at Exhibit C, a variety of plant species, grasses, small trees and shrubs are proposed. Salt tolerant plants have been prescribed for areas near the roads and walkways. The Landscape Plan was designed by a landscaping professional (Forrest White of Plant and Stone), recommended by Gardner's Supply as a designer and installer. V. Shade Trees for Parking Areas: The Project proposes to maintain several mature deciduous and evergreen trees. Many of these trees border the parking area in logical locations. Given this, no additional tree planting is 5 South Burlington Development Review Board January 10, 2014 proposed. The landscaping is limited to bushes, shrubs and small evergreens. Rather than divert resources to planting new trees, we are hopeful that we can preserve the trees already fully grown, which are indicated on the Landscape Plan. vi. Tree Caliper: As stated above, no new trees are proposed. vii. Tree Diversity: As stated above, no new trees are proposed. The existing native diversity will be preserved as part of the Project. B. 13.06(C) Project Screening or Buffering: As outlined at this Section, the Board will require screening or buffering between properties for three reasons, none of which apply to the Project.' Given this, the requirements of this Section do not apply to the Project. C. 13.06(D) Project Front Yards: This Section requires the Project to comply with Sections 13.06(F) and 13.06(G). As outlined below, the Project will comply with these Sections. D. 13.06(E) Project Site Restoration: At the end of construction, and after the landscaping plan is installed, the site will be graded, seeded and mulched to establish grass in areas that are not landscaped. E. 13.06(F) Project Landscaping Plan: A Landscape Plan prepared by a Landscape Professional that came highly recommended by Gardner's Supply, is attached at Exhibit C. This plan should meet the requirements of this Section for both Preliminary and Final review. In addition, attached as Exhibit E, please find a written plan describing the procedure that will be adhered to during construction, for the protection of existing trees. This procedure is provided in accordance with Section 13.06(F)(1)(c) of the Regulations. F. 13.06(G) Project Landscape Budget: Attached as Exhibit F you will find a Landscape Budget prepared by the Landscape Designer. Per the attached quote, the total cost of the proposed Landscape Plan, attached at Exhibit C, exclusive of the substantial costs associated with preserving the existing trees, is $14,312.20. Our current estimated construction cost for the Project is approximately Per Section 13.06(C) Screening or Buffering is required when: "a) two adjacent sites are dissimilar ... b) a property's appearance should be improved, which property is covered excessively with pavement or structures or is otherwise insufficiently landscaped, or c) a commercial, industrial, and multi -family use abuts a residential district. As you know, this project proposes multi -family use that abuts existing multi -family use. Additionally, the Project proposes a detailed and attractive landscape plan, and is very similar to the surrounding uses. an South Burlington Development Review Board January 10, 2014 $650,000.00. Given this, the current budget meets the requirements of Table 13-9 of the Regulations.2 111. Compliance with Section 15.18 of the Regulations, Review Criteria for PUD's The general standards applicable to all PUD's and subdivisions are listed at Section 15.18 of the Regulations. The Project's compliance with these standards is outlined below. Section 15.18(A)(1) Sufficient Water Supply and Wastewater: Attached as Exhibit G, please find a Preliminary Water Allocation from the South Burlington Water Department, confirming that the City has the capacity to serve the Project. A request of allocation was also submitted to the City for wastewater allocation, and we are told that the capacity needed is available. A State of Vermont Potable Water and Wastewater Permit Application has also been completed, and will be mailed once City approval is granted, and a copy of that application, as well as the City allocation request, is attached as Exhibit H. Copies of the relevant details for both the water and sewer connections are contained in the Project site plans attached at Exhibit C. Per the requirements of the Staff Report, please submit the documents to the Water department and the City Engineer as well as any other City officials for review and approval. 2. Section 15.18(A)(2) Sufficient Grading and Erosion Controls: Grading and Erosion Control Plans in accordance with Section 16.03 and 16.04 of the Regulations are attached at Exhibit C, specifically, please reference Sheet 3 "Erosion Prevention and Sediment Control Plan" and Sheets 7 and 8, "Erosion Prevention and Sediment Control Details." 3. Section 15.18(A)(3) Access, Circulation and Traffic Mana ement: In review of the Project the Staff Report and discussion at the Hearing focused on two major concerns with regard to traffic circulation and safety. As outlined below, we feel that the Project has addressed each concern appropriately, and therefore meets the requirements of this Section. A. City Street Required: As outlined in the Staff Report, the Project will result in an increased use of Wellesley Grove Road, which is currently serving 26 units (Wellesley Grove and the existing duplex). The Project will result in an increase of 5 units or 31 units total being served by Wellesley Grove Road. At the Hearing, the DRB discussed whether the additional units would require that Wellesley Grove become a public street. 2 As outlined at Table 13-9 the budget requirements for landscaping are: (i) 3% of first $250,000.00 in construction costs, $7,500.00; 2% of next $250,000.00 in construction costs, $5,000.00 and; 1% of remaining costs or $1,500.00. Given this the total budget requirement is $14,000.00. The proposed budget, which excludes a good deal of work related to retaining existing trees, is greater than this requirement. 7 South Burlington Development Review Board January 10, 2014 As stated at the Hearing, the Wellesley Grove Board does not support the conversion of the existing access to a public street, the primary reason being the loss of parking and general disturbance that such a conversion would create. Given the desire of Project neighbors for Wellesley Grove to remain private, and the relatively minor impact of the Project (addition of only five units), it was suggested by the DRB that unless the Fire Chief felt otherwise, a public street would not be required. In written comments submitted for the Hearing and included in the Staff Report, and at a subsequent meeting on October 17, 2013, the Fire Chief reviewed the Project Plans and did not raise this concern. Given this, we suggest that it is not required that Wellesley Grove Road become a public street, subject to the Fire Chiefs review of the final Project plans, attached at Exhibit C. B. Location of Driveway Entrance from Wellesley Grove to the Project: There was some discussion at the Hearing with regard to the proposed entrance to the Project from Wellesley Grove. City Staff had concerns that the proposed entrance was too close to Hinesburg Road and that stacking might occur with cars waiting to turn. Subsequent to the Hearing and at the request of the Board, the City Engineer, Justin Rabidoux reviewed the plan in an on -site meeting. An email dated October 15, 2013 attached as Exhibit I confirms his opinion that: "the current driveway/curb cut location is the most appropriate location for the proposed development's future access." Given this, the driveway access remains unchanged, save the addition of a stop sign on the Project -side, to be sure that all traffic leaving the project yields to any traffic that might be on Wellesley Grove road. The stop sign is shown on the Site Plans, attached as Exhibit C. 4. 15.18(A)(4) Wetlands and Open Space: Per the Staff Report:" There are no unique natural features on the site. There are no impact resources identified in the Open Space Strategy." Given this, the provisions of this Section do not apply. 5. 15.18(A)(5) Visual Compatibility with Planned Development Patterns: As an infill project, we have focused on designing the Project to be compatible with its surroundings, and the with residential character of the area. Please see Section II above for further details regarding building design and neighborhood assimilation. 6. 15.18(A)(6) Contiguous Open Space: As noted in the Staff Report: "There are no significant open spaces on adjoining parcels. There are no nearby stream buffer areas." Given this, the provisions of this Section do not apply. 7. 15.18(A)(7) Fire Chief Review: The Fire Chief has reviewed the project on two occasions and his input is being incorporated into the Project plans. In addition to the items outlined at III(3)(A) herein above, the Project will also include a sprinkler system designed per Vermont Fire and Building Safety Codes, as requested by the Fire Chief. Additionally, we have reviewed the plantings in an attempt to minimize } South Burlington Development Review Board January 10, 2014 potential interference with fire -fighting equipment, and we believe that no such interference will exist. Emergency key boxes are planned for both buildings, and a policy will be put in place that no grills are allowed on outside porches. 8. 15.18(A)(8) Infrastructure Services to Adjacent Land Owners: As stated in the Staff Report, "the Project will connect to existing water, sewer and stormwater infrastructure and will not impact the extension of such services." In review of the Application the City Stormwater Utility Superintendent requested that the Project consider treatment and control for runoff generated from the proposed impervious surfaces. As shown in the Site Plans, the proposed site is a small scale development with areas of impervious surface well below the standard thresholds for stormwater permitting. Typically, projects are required to comply with the Vermont State Stormwater Management Manual when proposed impervious surfaces are greater than one acre in area. This project proposes approximately 0.33 acres of impervious surface. However, in an effort to limit runoff from the site and promote stormwater treatment, we have designed all of the proposed stormwater collection systems using perforated piping bedded in crushed stone wrapped in fabric. This will enable stormwater to infiltrate into the existing soils on the site as much as possible prior to discharge. We look to the additional review of the City Stormwater Utility Superintendent, and we will work with them to incorporate any needed changes. 9. 15.18(A)(9) City Utility and Roadway Plans: Per the recommendation of the Staff Report, at a meeting on October 17, 2013, the City Engineer reviewed the plans for the project to determine if the plans were consistent with City utility and roadway plans and maintenance standards. At that meeting, the City Engineer made no specific recommendations for changes to the plan. However, it was recommended that we investigate the possibility of installing a sidewalk along Hinesburg Road, to facilitate an eventual pedestrian connection. After visiting the site, and discussing the potential of future pedestrian connections with our engineer, it is our determination that the construction of a sidewalk on the Parcel, perpendicular to Hinesburg Road is not beneficial or useful for the City or Project residents, in any realistic future scenario. The Parcel is situated between two fully developed parcels that front on Hinesburg Road. Both of those parcels do not have sidewalks, and both are graded and landscaped in such a way that the installation of a sidewalk is problematic, if not cost -prohibitive. There is an existing sidewalk on the opposite side of Hinesburg Road, that can facilitate pedestrian connectivity. Given this, no sidewalk is proposed adjacent to Hinesburg Road. We have a meeting scheduled with the City Rec Path Committee, and we hope to get their input prior to the hearing for this application. 10. 15.18(A)(10) Comprehensive Plan: Per page 5 of the Staff Report, "Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan." 6 South Burlington Development Review Board January 10, 2014 IV. Miscellaneous Regulation Requirements As with the design of the structures, care has also been taken to design property lighting in a manner that fits the character of the surrounding neighborhoods and preserves the residential feel of the area. Neighbors to the project requested that we not install large pole lights in the parking area, which they thought would feel institutional. Given this, our lighting plan proposes a combination of bollard lights, flush mounted -can fixtures, and small downcast LED fixtures mounted on the building that, in combination, provide enough light for safe access of residents, while preserving the residential and friendly feel of the Project. Pursuant to Appendix A.9 and A. 10 of the Regulations, attached as Exhibit J please see a lighting plan for the Project which includes the fixture locations, as well as the foot candles of light cast on the ground throughout the property. Per our lighting designer, the average foot candles are below 3, as specified by the Regulations. In addition, please see the attached lighting models, which show what the property will look like when all exterior lighting elements are illuminated. Lastly, cut sheets for all of the fixtures that will be installed are also attached at Exhibit J. You will note that all fixtures are of the "downcast," variety, and are LED highly efficient fixtures. V. Conclusion As outlined above and evidenced in the attached exhibits, the Project is in conformance with the Regulations, and the concerns that were raised in the Staff Report and at the Hearing have been addressed. We look forward to your review of this application, and to moving this process forward so that we can commence construction this season. Please contact our office with any questions or concerns, or if anything is missing. Thank you. Enclosures Sincerely, Andrew Gill, Project Coordinator 10 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE. I hereby certify that on this It day of - , 204 , a copy of the foregoing public notice for r Q1r fi [type of application] # -(; 0 7 [application number], 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: (full names and addresses) Dated at fiypwn/city], Vermont, this �( day of Mc--(-c �`- , 20 Printed Name: v3 r.e i Phone number and email: Signature: Date: I Z 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 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 April 15, 2014 at 7:00 P.M. to consider the following: Preliminary & final plat application #SD-14-07 of O'Brien Brothers Agency, Inc. for a planned unit development consisting of: 1) razing an existing single family dwelling, 2) constructing a three (3) unit multi -family dwelling, and 3) constructing a four (4) unit multi -family dwelling, 636 Hinesburg Road. Tim Barritt, Chair South Burlington Development Review Board Copies of the application are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. March 27, 2014 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Deportment of Planning & Zoning FIRST NAME NAME ADDRESS CITY STATE ZIP 131 STONINGTON CIRCLE LLC 8 SCO17SDALE RD S BURLINGTON VT 05403 KAREN M BARRETT 630 HINESBURG RD UNIT 7 S BURLINGTON VT 05403 SUNDER BHARADWAJAN 45 STONINGTON CIR S BURLINGTON VT 05403 FRANK & BETTY BOUCHETT 139 STONINGTON CIRCLE S BURLINGTON VT 05403 CYNTHIA JO BRETON 168 STONINGTON CIRCLE S BURLINGTON VT 05403 JAMES F & BERNADETTE H CAFFREYTRUST 41 STONINGTON CIRCLE S BURLINGTON VT 05403 CHARLES & ELIZABETH CERASOLI 630 HINESBURG RD UNIT 1 S BURLINGTON VT 05403 GREGORY CHIOFFI TRUST 619 GOLF COURSE RD S BURLINGTON VT 05403 JOAN M COADY TRUST 10 STONINGTON CIRCLE S BURLINGTON VT 05403 ROBERT COCHRANE TRUST 37 STONINGTON CIRCLE S BURLINGTON VT 05403 JOSEPH W & BARBARAJ & KERRI L CORNELL 213 HEATHERFIELD DR SOUDERTON PA 18964 CPA PARTNERSHIP 1855 WILLISTON RD S BURLINGTON VT 05403 ROBERTJ CUNNINGHAM 630 HINESBURG RD UNIT 22 S BURLINGTON VT 05403 JOHN A DAMES 145 STONINGTON CIRCLE S BURLINGTON VT 05403 MIRA B DANDRUDGE 45 SUMMITST MALDEN MA 02148 NAN DAUDELIN 630 HINESBURG RD UNIT 20 S BURLINGTON VT 05403 LIEF DOERRING 160 STONINGTON CIRCLE S BURLINGTON VT 05403 HOLLY ECKERSON 39 STONINGTON CIRCLE S BURLINGTON VT 05403 BERNADETTE EDDY 133 STONINGTON CIRCLE S BURLINGTON VT 05403 RICHARD M ESTABROOK P 0 BOX 231 WATERBURY VT 05676 ROBERT E JR FAIR 7818 WOODBRIDGE COURT SPRINGBORO OH 45066 MARC R & MARGARET A FAUCHER 101 STONINGTON CIRCLE S BURLINGTON VT 05403 WILLIAM L GENTES 89 STONINGTON CIRCLE S BURLINGTON VT 05403 UWE G & ELLEN L GOEHLERT 167 STONINGTON CIRCLE S BURLINGTON VT 05403 MANFRED & SANDRA J GUROWSKI 56 STONINGTON CIRCLE S BURLINGTON VT 05403 DONNA B HALE 78 STONINGTON CIRCLE S BURLINGTON VT 05403 DAVE HETAL #2 OLDE ORCHARD PARK APT 12 S BURLINGTON VT 05403 MONIKA & ELWIN HOOPER TRUSTEES 286 GOVERNORS LANE SHELBURNE VT 05482 SCOTT D & STEPHEN D IRELAND P 0 BOX 2286 S BURLINGTON VT 05407 JENKINS & JACKSON, LLC 120 KIMBALL AVE, SUITE 110 S BURLINGTON VT 05403 MARTINA KACER 18 STONINGTON CIRCLE S BURLINGTON VT 05403 MARY E KANARD 88 STONINGTON CIRCLE S BURLINGTON VT 05403 JAY E & MARIE C IKELLER 147 STONINGTON CIRCLE IS BURLINGTON I VT 105403 li JILL KENNESON 20 STONINGTON CIRCLE S BURLINGTON VT 05403 HYUN TAE & KEE KYUNG KIM 141 STONINGTON CIRCLE S BURLINGTON VT 05403 WALTER P & THERESA E LABOUNTY 630 HINESBURG RD UNIT 12 S BURLINGTON VT 05403 TARAS LAKOBA 143 STONINGTON CIRCLE S BURLINGTON VT 05403 PATTY LESAGE 119 STONINGTON CIR S BURLINGTON VT 05403 ALAN LESAGE 122 STONINGTON CIRCLE S BURLINGTON VT 05403 RICHARD R & MARY W LEW TRUST 18 EAST TERRACE S BURLINGTON VT 05403 CHARLES T & KAREN M LIAMOS TRUST 2444 VIA DELES MILAGROS PLEASANTON CA 94566 PATRICIA ANN LILIIENTHAL 630 HINESBURG RD UNIT 5 S BURLINGTON VT 05403 PATRICIA LIVINGSTON 630 HINESBURG RD UNIT 10 S BURLINGTON VT 05403 KATHLEEN A MACKIN 91 STONINGTON CIRCLE S BURLINGTON VT 05403 NANCY A MASINO 630 HINSESBURG RD UNIT 21 S BURLINGTON VT 05403 CLAIRE MCCABE 158 STONINGTON CIRCLE S BURLINGTON VT 05403 XUEJIA MIAO 2 CABOT CT S BURLINGTON VT 05403 LEAH & QUENTIN NOVINGER 630 HINESBURG RD UNIT 3 S BURLINGTON VT 05403 JEAN W PAINTER 135 STONINGTON CIRCLE S BURLINGTON VT 05403 NICHOLAS P & NADMI L PARENT 137 STONINGTON CIRCLE S BURLINGTON VT 05403 PENNSCO TRUST CO 31 NOOSA DUNES COURT CASTAWAYS BEACH QLD 4567 AUSTRALIA TAMARA PERELMAN 129 STONINGTON CIRCLE S BURLINGTON VT 05403 JODEEN PERRIN 43 STONINGTON CIR S BURLINGTON VT 05403 KENNETH & JOYCE PERROTTE TRUST 630 HINESBURG RD UNIT 6 S BURLINGTON VT 05403 JOHN C & BRENDA S PFEIFER 630 HINESBURG RD UNIT 9 S BURLINGTON VT 05403 DONALD S JR & JEANNETTE PIERCE 51 STONINGTON CIRCLE S BURLINGTON VT 05403 JAMES POLLI 90 STONINGTON CIRCLE S BURLINGTON VT 05403 ALEXIS B RESSLER 169 STONINGTON CIRCLE S BURLINGTON VT 05403 KERIN R & MARA L RICHMOND 58 STONINGTON CIRCLE S BURLINGTON VT 05403 ANNE Y ROBERTS 80 STONINGTON CIRCLE S BURLINGTON VT 05403 JOHN ROLAND 117 STONINGTON CIRCLE S BURLINGTON VT 05403 PARVIN SHAHRIARI TRUST 192 SOUTH POINTE DRIVE S BURLINGTON VT 05403 ALLEN R SMITH 630 HINESBURG RD UNIT 19 S BURLINGTON VT 05403 HAZEL G STANLEY LIFE ESTATE 630 HINESBURG RD UNIT 18 S BURLINGTON VT 05403 GAIL B STEVENSON 630 HINESBURG RD UNIT S BURLINGTON VT 05403 JEANNINIE G ISTOVER 1108 STONINGTON CIRCLE IS BURLINGTON VT 05403 SUSAN D ISTRUBLE 1630 HINESBURG RD UNIT 24 IS BURLINGTON I VT 105403 KIM SWAIN 630 HINESBURG RD UNIT 11 S BURLINGTON VT 05403 SCOTT E WALKER 1159 WILDHORSE MEADOWS DR CHESTERFIELD MO 63005 LOIS M WHITNEY 151 STONINGTON CIRCLE S BURLINGTON VT 05403 JOAN L WULFSON 630 HINESBURG RD UNIT 23 S BURLINGTON VT 05403 theOther Paper • othf ubli-c Notioces 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 Burl- ington, Vermont on April 15, 2014 at 7:00 P.M. to consider the following: Preliminary &final plat application #SD-14-07 of O'Brien Brothers Agency, Inc. fora planned unit development consisting of: 1) razing an existing single family dwelling, 2) constructing a three (3) unit multi -family dwelling, and 3) construct- ing a four (4) unit multi -family dwelling, 636 Hinesburg Road. Tim Barritt, Chair South Burlington Development Review Board Copies of the application are available for public inspection at the South Burling- ton City Hall. Participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. March 27, 2014 AFFORDABLE SENIOR APARTMENTS Pines Senior Living Community in South Burlington offers 1 & 2 bedroom apartments. Rent includes all utilities. Optional living and health services. Community tour every Wednesday at 12:30 p.m. 865-1109 CHILD'S PLAYPEN: small portable style, preferably gently used, thank you. 802-578- 1268. (03/27) BOARD GAMES: Bunco- new, Say Any- thing Family Edition- new, Imaginiff-new, Upwords, Dicecapades!- new, Apples to Apples Junior and Blurt. All games have all the pieces and are in great condition, $5 each. 802-324-9857 (03/20) COUCH AND LOVESEAT: Light floral, 3 cushion couch, 80" length, plus loveseat, in excellent condition. $500 OBO. 802-863- 2707(03/20) CROSS COUNTRY SKI BOOTS: Rosiggnol NNN_ BC cross countiv ski boots, size 43. YRC FREIGHT IS HIRING FT CASUAL COMBO DRIVERS/ DOCKWORKERS! Burlington location. Great pay and benefits! CDL-A w/Combo and Hazmat, lyr T/T exp, 21yoa req. EOE-M/F/D/V. Able to lift 65 lbs. req. APPLY- www.yrefreight.com/careers CAREGIVER WANTED Part time, permanent state -funded position, 10-20 hours per week in South Burlington. Responsibilities include light housekeeping, occasional cooking and errands for moderately disabled woman in her early 60s with food and mold allergies. Training provided. Starting at $12 per hour. Call 846-5227. HOUSE PLANTS: Variety of plants in nice pots from $3-5; pots are included. 802-343- 0065. (03/20) .Burl southburrl ngto Plan Transmittal Form To: Fire Department/ Department of Public Works From: Ray Belair Date Transmitted: 03/18/14 Comments Due: March 25, 2014 Project Description/Meeting Date: Preliminary & final plat application #SD-14-07 of O'Brien Brothers Agency, Inc. for a planned unit development consisting of: 1) razing an existing single family dwelling, 2) constructing a three (3) unit multi -family dwelling, and 3) constructing a four (4) unit multi -family dwelling, 636 Hinesburg Road. Other Notes: Meeting date is 4/01/14 ggil 10 soutitb=..�� Plan Transmittal Form To: Fire Department/ Department of Public Works From: Ray Belair Date Transmitted: 03/18/14 Comments Due: March 25, 2014 Project Description/Meeting Date: Preliminary & final plat application #SD-14-07 of O'Brien Brothers Agency, Inc. for a planned unit development consisting of: 1) razing an existing single family dwelling, 2) constructing a three (3) unit multi -family dwelling, and 3) constructing a four (4) unit multi -family dwelling, 636 Hinesburg Road. Other Notes: Meeting date is 4/01/14 0 t 4A MEN., southb PLANNING & ZONING Permit Number SD- (office use only, APPLICATION FOR SUBDIVISION PLAT REVIEW If Preliminary a Final PUD Being Requested? m Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) O'Brien Brothers, LLC. 1855 Williston Road, South Burlington, VT 05403 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 18 8, Pag 314 3. APPLICANT (Name, mailing address, phone and fax#) 0' Brien Brothers Agency Inc. Same Mailing Address as Above. 4. CONTACT PERSON (Name, mailing address, phone and fax #) Andrew Gill Mail address is same as above. Phone: (802) 658-5000. Fax: (802) 658-5002 a. Contact email address: andrew@obrienbrothersagency.com 5. PROJECT STREET ADDRESS: 636 Hinesburg Road, South Burlington 6. TAX PARCEL ID # (can be obtained at Assessor's Office) # 0 8 6 0 - 0 0 6 3 6 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): See attached letter b. Existing Uses on Property (including description and size of each separate use): See attached letter c. Proposed Uses on property (include description and size of each new use and existing uses to remain): See attached letter d. Total building square footage on property (proposed buildings and existing buildings to remain): See attached letter e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): See attached letter f. Number of residential units (if applicable, new units and existing units to remain): See attached letter g. Number of employees (existing and proposed, note office versus non -office employees): None. Not Applicable. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): See attached letter. i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. None Subdivision Application Form. Rev. 12-2011 S. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) .63 acres443sgft, 27, a. Size of Parcel: (acres /sq. ft.) b. Building Coverage: Existing 216 8 square feet 7.9 Proposed 4803 square feet 17 .5 % c. Overall Coverage (building, parking, outside storage, etc): Existing 3924 square feet 14 .3% Proposed 14380 square feet 5 2 .4 % d. Front Yard Coverage(s) (commercial projects only): Existing square feet % Proposed square feet % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes X No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) Not Applicable. c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: Less than 1 Acre SQ. FT. * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 3 Subdivision Application Form. Rev. 12-2011 11. COST ESTIMATES a. Building (including interior renovations): $ 650,000.00 b. Landscaping: $ 14,312.20 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) None 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 5 Trips 13. PEAK HOURS OF OPERATION: N.A. Residential Use 14. PEAK DAYS OF OPERATION: N.A. Residential Use 15. ESTIMATED PROJECT COMPLETION DATE: December 2014 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (1 l" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. ( � NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. Subdivision Application Form, Rev. 12-2011 I hereby certify that all the information requestO as part accurate to the best of my knowledge. application has been submitted and is L� SI NATURE OF APPLICANT " SIGNATURE OF PROPERTY OWNE Do not write below this line DATE OF SUBMISSION: I have reviewed this prelimina y plat application and find it to be: zComplete ❑ Incomplete dmi istrative Officer Qr�Jed C001)W%(A6 - is PRINT NAME A, 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. 5 Subdivision Application Form. Rev. 12-2011 ray From: Todd Goodwin Sent: Thursday, January 16, 2014 12:00 PM To: Matthew Boulanger Cc: Paul Conner; Justin Rabidoux; ray Subject: RE: Hinesburg Road Project Rye House Hi All, Matt responded- see his email below. He has brought up some other good questions. I would greatly appreciate a meeting to discuss this further. Matt is not acting on behalf of the committee, but I included him, just in case he felt it was something to bring back to the committee. Thanks, Todd Todd Goodwin, CYSA Director of Recreation & Parks South Burlington Recreation & Parks 575 Dorset St, South Burlington, VT 05403 (P)802-846-4108 — (F)802-846-4101 Stay Connected with Us! www.sburirecdept.com https://twitter.com/sburlrec www.facebook.com/SouthBurlinytonRec www.sburlrecdept.com/erec newsletter.php httos://www.voutube.com/user/southburlrec "Dream, Believe, Dare, Do"— Walt Disney Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies gf documents received or prepared for use in matters concerning City business, concerning a City gfficial or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. Ifyou have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Matthew Boulanger[mailto:mattboulanger@gmail.com] Sent: Thursday, January 16, 2014 10:00 AM To: Todd Goodwin Subject: Re: Hinesburg Road Project Rye House Todd- We can certainly meet with Larry, but I do have a few additional questions and comments that I think could help inform the discussion. First, is the map that shows a desired bike path facility in that location an adopted map that is part of the Comprehensive Plan? If it is, is there a need during the next Comp Plan process to assess exactly what the desired facility is in that location? There are more things in the world that can be built besides a bike path or a sidewalk. My personal opinion is that if we have a Comp Plan that includes building the kind of residential and commercial projects that we are seeing on the south side of I-89 along 116, we should be planning for contiguous bike/ped facilities connecting that development all the way to City Center, and getting a facility in this location is part of that. The difficulty in getting pedestrian crossing across state highways makes it all the more important that we have facilities on both sides of roads like 116. You have to start somewhere. As I said in our meeting- you build the facility, it creates a gap, then you pursue closing the gap. I think the city needs to be pretty aggressive about this, or we need to take these desired facilities off the map and out of the Comprehensive Plan (again, my opinion). Is there a way to provide pedestrian connectivity to the sidewalks on Kennedy Drive through the other developments in the area? If so, then a multi -use path may not be necessary along 116 and instead perhaps the granting of some ROW for a future bike lane should be explored. As I see it, there is certainly no sense in passing on the chance to get some ROW in this location, even if a facility is not constructed for some time. Having more ROW in the future will only help us to avoid the "disappearing bike lane" situation like we have on Williston Road. Larry is concerned about having the bike path "on the side of the road" Is this because he is unwilling to locate it further in on the property, or is there an actual physical conflict between getting the path far enough away from the road and a build -to requirement for the new buildings? Is the "gully" in the 116 ROW or on the O'brien property? Is there a feeling among the staff that requiring a mixed -use -path in front of these seven new units runs the risk of failing the "rough proportionality" test? (Paul will have an answer for this...) Feel free to share with the rest of the staff and Larry. Matt On Thu, Jan 16, 2014 at 8:56 AM, Todd Goodwin <toddgsburl.com> wrote: Good Morning All, Attached you will find the minutes from the Bike & Ped Meeting- to include their decision on the sidewalk in front of the Rye house project on Hinesburg Road. I met with Larry Michaels the other day at the site and discussed his concerns, Which are: A sidewalk that goes nowhere 2. The gully right beside the road- see the attached pictures. 3. The sidewalk would need to go further on their property 4. The Bike & Ped Committee is proposing a bike path, not sidewalk, and shouldn't that be beside the road 5. Who is responsible for moving or covering the gully. 6. The expense of all of this on a small development of 7 units. Larry correct me if I am wrong on any of these. I asked Larry about securing the rights to put in a path in the future so that the city wouldn't have to deal with land owners at the time of construction. He was willing to do this. The bike & Ped committee based their decision on the master map of Rec Paths proposed for the city. There is one proposed for that side of Hinesburg Road. Looking at the area the path would most likely have to go alongside the road to work due to the fence in front of the O'Brien Farm development and the corner of Hinesburg Rd and Kennedy Drive. I bring this to everyone's attention, because I think there is a difference of opinions and wanted everyone to have all the facts. I am not sure the timeline, but Larry would like to meet with the Bike & Ped Committee to see what their vision is for a bike path and understand what they are proposing to see how it fits into the front of their project. Thanks, Todd Pictures 359- is looking south down Hinesburg Rd 360- is looking north up Hinesburg Rd. E Todd Goodwin, CYSA Director of Recreation & Parks South Burlington Recreation & Parks 575 Dorset St, South Burlington, VT 05403 (P) 802-846-4108 — (F) 802-846-4101 Stay Connected with Us! www.sburlrecdept.com https://twitter.com/sburlrec www.facebook.com/SouthBurlinjztonRec www.sburlrecdept.com/erec newsletter php https://www.youtube.com/user/southburlrec "Dream, Believe, Dare, Do"— Walt Disney Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which maybe inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. ray From: Todd Goodwin Sent: Thursday, January 16, 2014 8:56 AM To: Paul Conner; Justin Rabidoux Cc: ray; Boulanger, Matt Subject: Hinesburg Road Project Rye House Attachments: IMG_0359.JPG; IMG_0360.JPG; January2014.docx Good Morning All, Attached you will find the minutes from the Bike & Ped Meeting- to include their decision on the sidewalk in front of the Rye house project on Hinesburg Road. I met with Larry Michaels the other day at the site and discussed his concerns, Which are: 1. A sidewalk that goes nowhere 2. The gully right beside the road- see the attached pictures. 3. The sidewalk would need to go further on their property 4. The Bike & Ped Committee is proposing a bike path, not sidewalk, and shouldn't that be beside the road 5. Who is responsible for moving or covering the gully. 6. The expense of all of this on a small development of 7 units. Larry correct me if I am wrong on any of these. I asked Larry about securing the rights to put in a path in the future so that the city wouldn't have to deal with land owners at the time of construction. He was willing to do this. The bike & Ped committee based their decision on the master map of Rec Paths proposed for the city. There is one proposed for that side of Hinesburg Road. Looking at the area the path would most likely have to go alongside the road to work due to the fence in front of the O'Brien Farm development and the corner of Hinesburg Rd and Kennedy Drive. I bring this to everyone's attention, because I think there is a difference of opinions and wanted everyone to have all the facts. I am not sure the timeline, but Larry would like to meet with the Bike & Ped Committee to see what their vision is for a bike path and understand what they are proposing to see how it fits into the front of their project. Thanks, Todd Pictures: 359- is looking south down Hinesburg Rd 360- is looking north up Hinesburg Rd. Todd Goodwin, CYSA Director of Recreation & Parks South Burlington Recreation & Parks 575 Dorset St, South Burlington, VT 05403 (P) 802-846-4108 — (F) 802-846-4101 Stay Connected with Us! www.sburlrecdept.com https://twitter.com/sburlrec www.facebook.com/SouthBurlingtonRec www.sburlrecdept.com/erec newsletter php https://www.)toutube.com/user/southburlrec "Dream, Believe, Dare, Do"- Walt Disney Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. Ifyou have received this message in error, please notify us immediately by return email. Thank you for your cooperation. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 27 , 2013 SD_13_28_636HinesburgRoad_OBrien_multi.._unit_sketch Application received: August 9, 2013 #3 O'BRIEN BROTHERS AGENCY, INC. — 636 HINESBURG ROAD SKETCH PLAN APPLICATION #SD-13-28 Meeting Date: October 1, 2013 Owner/Applicant O'Brien Brothers, Agency, Inc. 1855 Williston Road South Burlington, VT 05403 Engineer Property Information Same as above Tax Parcel 0860-00636 Contact: Andrew Gill 0.63 acres Phone: (802) 658-5000 Residential 12 ZoninR District Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 13 28 6361-linesburaRoad OBrien multi unit sketch.doc PROJECT DESCRIPTION Sketch plan application #SD-13-28 of O'Brien Brothers Agency, Inc. for a planned unit development consisting of: 1) razing an existing single family dwelling, 2) constructing a three (3) unit multi -family dwelling, and 3) constructing a four (4) unit multi -family dwelling, 636 Hinesburg Road. Note: The applicant indicated to staff via a phone conversation on September 251" that the existing dwelling is actually a duplex. Administrative Officer Ray Belair and Planner, Temporary Assignment Dan Albrecht, referred to herein as Staff, have reviewed the plans submitted on August 9, 2013 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements R-12 Zoning District Required Proposed Residential Density 12 units per acre x 0.63 acres = 7 units A 4 unit and a 3 unit multi -family dwelling Max. Building Coverage 40% 18.2% Max. Overall Coverage 60% 52.3% * Min. Front Setback (Hinesburg Rd.) 57 ft. 30 ft. Min. Side Setback 10 ft. > loft. Min. Rear Setback 30 ft. > 30 ft. Max Building Height 35 ft. < 35 ft. ✓Zoning compliance *Waiver requested 1. The Board should discuss whether to grant the applicant's request for a waiver of 27 ft. to reduce the setback to 30 ft. from the 57 ft. required along Hinesburg Road. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. 2. The City of South Burlington Water Department shall review the plans for the subject project, prior to preliminary plat approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 3. The City Engineer shall review the plans prior to preliminary plat approval. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 13 28 636HinesburgRoad OBrien multi unit sketch. doc The applicant shall obtain preliminary wastewater allocation prior to final plat approval and final wastewater allocation prior to issuance of a zoning permit. 4. The applicant shall obtain preliminary wastewater allocation prior to final plat approval and final wastewater allocation prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 5. The applicant shall include sufficient site grading and erosion control plans as part of the preliminary plat application. 6. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject lot is proposed via a driveway connecting to Wellesley Grove Road, a private road. The Wellesley Grove residential complex consists of 24 multi -family dwelling units and is served by a driveway off from Hinesburg Road. This proposal will add seven (7) additional units for a total of 31 multi- family units being served by the existing driveway. Section 15.12 (D) (3) of the LDRs lists the situations where private roadways are allowed. The current development exceeds the limit of nine (9) dwelling units and as a pre-existing condition may remain. The question for the Board to consider is whether the addition of seven (7) additional units would require the Wellesley Grove driveway to be upgraded to a public street. 7. The Board should discuss whether the addition of seven (7) additional units would require the Wellesley Grove driveway to be upgraded to a public street. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no unique natural features on the site. There are no impact resources identified in the Open Space Strategy. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The applicant has not submitted building elevations so staff cannot make an assessment at this time. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. There are no significant open spaces on adjoining parcels. There are no nearby stream buffer areas. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 13 28 636HinesburgRoad OBrien multi unit sketch.doc The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The SBFD Chief provided the following comments to staff via email on 9/27/13: We have reviewed the sketch plans for this proposed development. We have the following concerns and/or recommendations. 1. Commercial structures and multifdmily units will need fire protection plan review from the South Burlington Fire Marshal's office to review for compliance with the Vermont Fire and Building Safety Codes. 2. Sprinklers, fire alarms, and standpipes per the VFBSC. .3. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. 4. Provide 24 hour per day off site (central station) monitoring of allfire alarm and protection systems. S. Provide emergency key boxes, location to be specified by SBFD. 6. No gas or charcoal grills on outside porches. As this project progresses we will need to see more elaborate plans to include building size, height, and elevations. At this point, the project looks pretty straight forward. Should you need any further assistance on this project please feel free to contact me. 8. The applicant should adhere to the Chiefs comments and incorporate them as they move forward with further development of the project. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The project will connect to existing water, sewer and stormwater infrastructure and will not impact the extension of such services and infrastructure to adjacent landowners. The City's Stormwater Utility (SWU) Superintendent provided the following comments to staff on September 18`h: I reviewed the plans for the proposed Rye Property project located at 636 Hinesburg Road, dated July 31, 2013 with no revisions, andprepared Krebs & Lansing Consulting Engineers, Inc. [would like to offer the following review comments: 1. The applicant should consider including stormwater treatment and control for runoffgenerateelfrom the proposed impervious surfaces. 9. The applicant should address the SWU Superintendent's comments in the preliminary plat submittal. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The City Engineer shall review the preliminary plat plans and provide comments prior to approval of the preliminary plat application. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 13 28 636HinesburgRoad OBrien multi unit sketch.doc The project is consistent with the goals and objectives of the Comprehensive Pion for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Eighteen (18) parking spaces are proposed for the site. The minimum required is only sixteen (16). Two (2) handicap spaces are delineated while only one (1) is required. Staff feels there could be an opportunity to establish more green space in the eastern corner of the property by reducing the number parking spaces to the minimum required or by locating the proposed 2-4 raised garden beds noted in the applicant's Conditional Use application to the City Council under Interim Zoning. 10. The Board should discuss with the applicant why they wish to build more parking spaces than are required. Chapter 14.06 of the South Burlington Land Development Regulations states the following: Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (fi) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as o utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street, (iv) The lot contains one or more existing buildings that are to be re- used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all parking areas located to the side of building(s) at the building line shall not exceed one half of the width of all building(s) located at the building line. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 13 28 636HinesburaRoad OBrien multi unit sketch.doc Parking approved pursuant to 14.06(B)(2)(b) shall be exempt from this subsection. (d) For through lots, parking shall be located to the side of the buildings) or to the front of the building adjacent to the public street with the lowest average daily volume of traffic. Where a lot abuts an Interstate or its interchanges, parking shall be located to the side of the building(s) or to the front adjacent to the Interstate. Parking areas adjacent to the Interstate shall be screened with sufficient landscaping to screen the parking from view of the Interstate. The project proposes to locate parking behind the buildings to screen the parking from Hinesburg Road which is a public road. An existing cedar hedgerow on the eastern side of the property provides screening as well. A white fence along the northern edge of the property is proposed to remain in place (with some of it removed to accommodate the new access driveway) and would provide some screening from Wellesley Grove Road, a private road. Staff notes that should Wellesley Grove Road become a public road, then the property would be considered a corner lot and therefore the proposed parking lot would not be fully screened as the Wellesley Grove Road frontage would be considered a front yard. 11. The Board should discuss and provide guidance to the applicant as to whether additional screening of the parking lot is necessary along the northern edge of the property. Section 13.01(G) (5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. No bicycle racks are shown on the plans. 12. The applicant should detail the location of a bike racks) with its submission for preliminary plat approval. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The applicant has not provided building elevations but has indicated that the buildings would be lower than 35 ft. and would look similar to the existing townhouses in the area. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 13. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. 14. The applicant should submit architectural details, building elevations and a landscaping plan with the preliminary plat plans. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 13 28 6361-linesburgRoad OBrien multi unit sketch.doc 15. The applicant should submit architectural details, building elevations and a landscaping plan with the preliminary plat plans. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff feels the reservation of additional land is not warranted to provide an additional access to an adjoining property. The access drive for the project is proposed to intersect with the Wellesley Grove driveway approximately 50 feet from where the Wellesley Grove driveway intersects with Hinesburg Road. Staff recommends that the new driveway intersect with the Wellesley Grove driveway further to the north (approximately 100 ft.) thereby reducing the overall coverage and providing a safe point of access to the project's driveway. 15. The Board should discuss whether the project's driveway should be relocated further to the north. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). No dumpster facility is located on the sketch plan. 17. The applicant should note the location of trash and recycling facilities with its preliminary plat submission. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Landscaping budget requirements are to be determined pursuant to Section 13.06(G) (2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. 18. The applicant shall submit a landscape plan and budget in compliance with Section 13.06 of the SBLDR as part of the preliminary plat plan application. 19. The applicant should submit estimated construction costs with the preliminary plat application, so that the exact minimum landscaping requirement can be determined. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 13 28 636HinesburcrRoad OBrien multi unit sketch.doc Pursuant to Section 13.06(B) (4) of the Land Development Regulations, snow storage areas must be shown on the plans. No snow storage areas are delineated. 20. The applicant should note the location of snow storage areas with its preliminary plat application. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. 21. The applicant should submit a point -by -point lighting plan and cut sheets for the proposed light fixtures with its preliminary plat application. Other 22. The preliminary plat plans shall show ail ground mounted HVAC units, generators, and utility cabinets. RECOMMENDATION Staff recommends that the applicant addresses the numbered items in the "Comments Section" of this document and present them to the Board before proceeding to any further plan review. Respectfully submitted, A Raymond Belair, Administrative Officer Copy to: Andrew Gill, applicant Andrew Gill From: Corbett, Shaun <Shaun.Corbett@state.vt.us> Sent: Tuesday, September 24, 2013 11:24 AM To: 'Scott Homsted' Cc: Andrew Gill Subject: RE: O'Brien Brothers Property - "Rye Parcel", Vermont 116 Scott, The only red flag i see is the existing access onto 116. The development on the other side of 116 has a similar situation with what looks like a potential for higher traffic volumes then what is proposed with your project. I do not see any need for an additional access onto VT116. Shaun Corbett Utilities & Permits Supervisor Utilities & Permits Unit Vermont Agency of Transportation One National Life Drive Montpelier, VT 05633-5001 (802) 828-5299 Phone (802) 371-7943 Cell (802) 828-5742 Fax From: Scott Homsted[mailto:scott.homstedakrebsandlansing com] Sent: Monday, September 23, 2013 5:29 PM To: Corbett, Shaun Cc: Andrew Gill Subject: O'Brien Brothers Property - "Rye Parcel", Vermont 116 Hi Shaun, We are working with the O'Brien Brothers Agency to develop plans regarding property they own located in South Burlington on the east side of Hinesburg Road (Vermont 116) between Kennedy Drive and Eldredge Street. The parcel is located just south of the Wellesly Grove condominium access drive, and currently supports a single family home. The landowners are pursuing permits for a 7 unit development on the parcel, as shown on the attached plan. The current plan shows continuation of an existing shared access off the Wellesly Grove drive. However, City staff has raised preliminary concerns with regards to the proximity of this access to the Hinesburg Road- Wellesly Grove intersection. Therefore, we are also investigating the possibility of a new access drive directly from Hinesburg Road, that would serve only this project. A possible location is shown in orange on the attached sketch. The building and parking locations would be need to be revised accordingly. This access would be approximately I50' south of Wellesly Grove and 400' north of Eldredge Street. We believe site distances are good in this area. a South Burlington Development Review Board August 9, 2013 As outlined on the Site Plan, OBBA proposes the construction of eighteen (18) parking spaces as part of the Project. This is more than the minimum, and should facilitate more than adequate parking for residents. In addition to the amount of parking required, 15r02(A)(4)(c) of the Regulations requires compliance with the conditional use parking requirements listed at 14.06(B)(2). This requires that parking be located in the rear of the building, such that it is not visible from the City street. Given this, and as shown on the Site Plan, parking for the Project is located in the rear of the building. In addition, please note that the parking area as proposed on the Site Plan is currently screened from view by an existing cedar hedgerow on the eastern side of the property. This hedgerow will remain in place. Furthermore, the few spaces that could potentially be visible fi•orn Hinesburg Road will be screened by existing large trees that will remain. The white fence currently screening the property will remain, though a section of it may be removed to accommodate the new driveway entrance. d. Setbacks: Per Section 3,06(B)(1) of the Regulations the required front yard setback on Hinesburg Road is 50 feet from the edge of the planned right of way. This setback is drawn in red on the Site Plan. As you see, the Project proposes building construction within this setback, and OBBA is requesting a waiver of this particular setback requirement as part of PUD approval. Specifically, OBBA is requesting the use of the standard 30' front yard setback for the Project. The reasons for this request are as follows: i. With the restriction of the location of parking (back yard only), the additional setback renders over 1/3 of the lot non -buildable (no parking or building). This makes the construction of a dense residential development (which is the goal of the RI district), impossible. It is OBBA's belief that the intent of making multi -family permissible via a PUD is to allow for this type of Flexibility in accomplishing the goals of the R 12 district, dense residential development near City Center. ii. Currently, the multi -family use immediately adjacent to the Parcel (south east) has a setback that is less than what is required by the Regulations. We propose a similar setback for the Project, which will be in keeping %vith adjacent uses. South Burlington Development Review Board August 9, 2013 iii, Lastly, the City is currently developing Form -Based Code regulations that will likely discourage large setbacks throughout the City in all districts. While this project is moving for -ward under current and interim zoning, we recognize that the trend in the City is moving away from large setbacks. As further outlined in an application to the City Council for Conditional Use Approval under Interim Zoning (attached hereto as Exhibit C , one of the folll' Interim Bylaw criteria for allowing development to proceed is that the development is not contrary to the adoption of Form -Based Code, Given this, we suggest that the requested, modest, setback waiver (which is in keeping with the idea of Form -Based Code), be approved. While the proposed front yard setback is different than what is required. The Site Plan does illustrate frill compliance with current applicable rear and side -yard setbacks. III. Conclusions: As outlined above, OBBA intends to construct a Project that will increase the City's housing stock and tax base, and make use of an existing parcel, currently underutilized at a prominent intersection in the City. Provided that the attacled Site Plan and the above -referenced items are acceptable to the Board, OBBA will move forward quickly bringing a complete application as soon as possible. We look forward to discussing this project. Thank you. Sincerely, Andrew Gill, Project Coordinator Enclosures ,.1 south imrfinoon 477 PLANNING & ZONING Permit # IZ- 13 --Pk (offi(use only) 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 #): O'Brien Brothers, LLC. 1855 Williston Road, South Burlington, Vermont 05403-6070 2) LOCATION OF LAST RECORDED DEED (book & page #) R ­a_JP. 3) APPLICANT (name, mailing address, phone, fax #) O'Brien Brothers Agency, Inc. Address is same as above. 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax #, if different from above): Andrew Gill: Phone: 802-658-5000 Address is same as above. a. Contact e-mail address: Andrew@obrienbrothers agency. com 5) PROJECT STREET ADDRESS' 636 Hinesburg Road, South Burlington 6) TAX PARCEL ID #: 0 8 6 0- 0 0 6 3 6 7) PROJECT ZONING DISTRICT(S) Residential 12 575 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): see enclosed letter b. Existing Uses on Property (including description and size of each separate use): See enclosed letter c. Proposed Uses on Property (include description and size of each new use and existing uses to remain): See enclosed letter d. Description and Summary of all requested approvals from the City Council See enclosed letter e. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): See enclosed letter 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 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. C l\ 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 SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: 4b I / I have reviewed this application and find it to be: EiiewOMPLETE ❑ INCOMPLETE Administrative Officer PRINT NAME UNA The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 8 79-56 76 to speak with the regional Permit Specialist. Interim Bylaw Council Application Form. Rev 1-2012 Exhibit A Please see the attached Application for Conditional Use Review 1 Exhibit B Please see the attached Site Plan No Text Exhibit C Please see the attached letter D M A N A c; E M E N T VIA HAND -DELIVERY August 9, 2013 Mr. Raymond Belair, Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Re: Sketch Plan Review Application: Parcel #0860-00636; 636 Hinesburg Road Dear Mr. Belair, Attached as Exhibit A, please find a complete City of South Burlington, Planning and Zoning Application for Subdivision Sketch Plan Review, for a Planned Unit Development on an existing 0.63 acre parcel located at 636 Hinesburg Road, South Burlington, Vermont (the "Parcel"). This applications seeks the input of the South Burlington Development Review Board (the "Board"), on the planned redevelopment of the Parcel, to become a seven (7) unit multi- family dwelling (the "Project"). The details of the Project and its compliance with the City of South Burlington Land Development Regulations, adopted on May 12, 2003 and amended on May 7, 2012 (the "Regulations"), the Interim Zoning Bylaw, adopted February 21, 2012 (the "Interim Bylaw"), and the Interim Zoning Development Review Process dated May 18, 2012 (the "Review Process"), are outlined below. We kindly request that you schedule a Sketch Plan Review (in accordance with the Regulations), at your earliest opportunity. This letter and the attached plans should provide sufficient information for the Board in review of the attached application. Requisite plans, fees and digital copies are also included herein, along with the names and addresses of adjacent property owners, as required. I. Project Details: The Parcel is owned by O'Brien Brothers, LLC. O'Brien Brothers LLC has contracted with the O'Brien Brothers Agency, Inc. ("OBBA") for the development of the Parcel. The Parcel is an existing 0.63 acre single family lot, with a vacant single family structure, located adjacent to Hinesburg Road in the R12 Zoning District. The Parcel is served by an existing driveway that enters the Parcel from Wellesley Grove road. An existing white fence provides a visual barrier for the Project from Wellesley Grove. Per the Regulations, multi -family dwellings are permissible in the RI district, within a Planned Unit Development, and the allowed development density in the R12 district is one South Burlington Development Review Board August 9, 2013 dwelling unit per 3,500 square feet of lot area. Given this, the available density for the parcel is seven (7) dwelling units: Multi - Parcel Parcel Family Minimum Units Available Size s ft District Allowed Lot Size for Construction 27,442 R12 Yes 3,500 7 As outlined on the site plan (multiple copies of which are included per the Review Process) attached as Exhibit B (the "Site Plan"), the Project proposes the complete removal of the existing structure and current parking area, and the construction of a new 6,000-7,000 square foot building, with associated parking and pedestrian facilities. H. Compliance with Parking, Height, Lot Setbacks and Lot Coverage The following relate to compliance with dimensional, lot coverage and parking standards in the Regulations: a. Height: The maximum allowable building height in the R12 district is 35', which could accommodate up to a 3 story building. The proposed structure will be two stories, and will be less than the maximum allowable height. Architectural renderings will be provided as part of future permit hearings, but we do not have drawings at this time. It is expected that the apartment will be of similar construction to the townhouse style homes already constructed in the area. b. Lot Coverage: Per Appendix C of the regulations, the allowable lot coverage for the Rl 2 district (which includes pavement), is 60%. Per the Site Plan, the total lot coverage for this project will be 44.6%. In compliance with the allowed coverage. C. Parking: Per Article 13 table 13-1, a multi -family dwelling requires two spaces per unit, plus one additional space for every four units. Given this, the parking requirements for the Project are summarized in the below table: Dwelling Units 7 Required Parking 15 Provided Parking 18 South Burlington Development Review Board August 9, 2013 As outlined on the Site Plan, OBBA proposes the construction of eighteen (18) parking spaces as part of the Project. This is more than the minimum, and should facilitate more than adequate parking for residents. ii. In addition to the amount of parking required, 15.02(A)(4)(c) of the Regulations requires compliance with the conditional use parking requirements listed at 14.06(B)(2). This requires that parking be located in the rear of the building, such that it is not visible from the City street. Given this, and as shown on the Site Plan, parking for the Project is located in the rear of the building. In addition, please note that the parking area as proposed on the Site Plan is currently screened from view by an existing cedar hedgerow on the eastern side of the property. This hedgerow will remain in place. Furthermore, the few spaces that could potentially be visible from Hinesburg Road will be screened by existing large trees that will remain. The white fence currently screening the property will remain, though a section of it may be removed to accommodate the new driveway entrance. d. Setbacks: Per Section 3.06(B)(1) of the Regulations the required front yard setback on Hinesburg Road is 50 feet from the edge of the planned right of way. This setback is drawn in red on the Site Plan. As you see, the Project proposes building construction within this setback, and OBBA is requesting a waiver of this particular setback requirement as part of PUD approval. Specifically, OBBA is requesting the use of the standard 30' front yard setback for the Project. The reasons for this request are as follows: With the restriction of the location of parking (back yard only), the additional setback renders over 1/3 of the lot non -buildable (no parking or building). This makes the construction of a dense residential development (which is the goal of the R12 district), impossible. It is OBBA's belief that the intent of making multi -family permissible via a PUD is to allow for this type of flexibility in accomplishing the goals of the R12 district, dense residential development near City Center. ii. Currently, the multi -family use immediately adjacent to the Parcel (south east) has a setback that is less than what is required by the Regulations. We propose a similar setback for the Project, which will be in keeping with adjacent uses. South Burlington Development Review Board August 9, 2013 iii. Lastly, the City is currently developing Form -Based Code regulations that will likely discourage large setbacks throughout the City in all districts. While this project is moving forward under current and interim zoning, we recognize that the trend in the City is moving away from large setbacks. As further outlined in an application to the City Council for Conditional Use Approval under Interim Zoning (attached hereto as Exhibit C), one of the four Interim Bylaw criteria for allowing development to proceed is that the development is not contrary to the adoption of Form -Based Code. Given this, we suggest that the requested, modest, setback waiver (which is in keeping with the idea of Form -Based Code), be approved. While the proposed front yard setback is different than what is required. The Site Plan does illustrate full compliance with current applicable rear and side -yard setbacks. II1. Conclusions: As outlined above, OBBA intends to construct a Project that will increase the City's housing stock and tax base, and make use of an existing parcel, currently underutilized at a prominent intersection in the City. Provided that the attached Site Plan and the above -referenced items are acceptable to the Board, OBBA will move forward quickly bringing a complete application as soon as possible. We look forward to discussing this project. Thank you. Enclosures Sincerely, Andrew Gill, Project Coordinator M Exhibit D Please see the attached mailing addresses M j Adjacent Properties of 636 Hinesburg Road South Burlington, Vermont Name Address Unit # Street CERASOLI CHARLES & ELIZABETH 630 U01 HINESBURG RD BLODGETT NANCY 630 UO2 HINESBURG RD NOVINGER LEAH & QUENTIN 630 UO3 HINESBURG RD STEVENSON GAIL B 630 U04 HINESBURG RD LILIIENTHAL PATRICIA ANN 630 U05 HINESBURG RD PERROTTE KENNETH & JOYCE TRUST 630 U06 HINESBURG RD BARRETT KAREN M 630 U07 HINESBURG RD HOOPER MONIKA & ELWIN TRUSTEES 630 U08 HINESBURG RD PFEIFER JOHN C & BRENDA S 630 U09 HINESBURG RD LIVINGSTON PATRICIA 630 U10 HINESBURG RD SWAIN KIM 630 U11 HINESBURG RD LABOUNTY WALTER P & THERESA E 630 U12 HINESBURG RD WALKER SCOTT E 630 U13 HINESBURG RD FAIR ROBERT E JR 630 U14 HINESBURG RD IRELAND SCOTT D & STEPHEN D 630 U15 HINESBURG RD DAVE HETAL 630 U16 HINESBURG RD LEW RICHARD R & MARY W TRUST 630 U17 HINESBURG RD STANLEY HAZEL G LIFE ESTATE 630 U18 HINESBURG RD SMITH ALLEN R 630 U19 HINESBURG RD DAUDELIN NAN 630 U20 HINESBURG RD MASINO NANCYA 630 U21 HINESBURG RD CUNNINGHAM ROBERT J 630 U22 HINESBURG RD WULFSON JOAN L 630 U23 HINESBURG RD STRUBLE SUSAN D 630 U24 HINESBURG RD MIAO XUEJIA 8 STONINGTON CIRCLE COADYJOAN M TRUST 10 STONINGTON CIRCLE KACER MARTINA 18 STONINGTON CIRCLE KENNESON JILL 20 STONINGTON CIRCLE COCHRANE ROBERT 37 STONINGTON CIRCLE ECKERSON HOLLY 39 STONINGTON CIRCLE CAFFREY JAMES F & BERNADETTE H 41 STONINGTON CIRCLE KIM JIHO 43 STONINGTON CIRCLE BHARADWAJAN SUNDER 45 STONINGTON CIRCLE KELLER JAY E & MARIE C 47 STONINGTON CIRCLE SHAHRIARI PARVIN TRUST 49 STONINGTON CIRCLE PIERCE DONALD S JR & JEANNETTE 51 STONINGTON CIRCLE PENNSCO TRUST CO 53 STONINGTON CIRCLE DANDRUDGE MIRA B 55 STONINGTON CIRCLE GUROWSKI MANFRED,& SANDRA J 56 STONINGTON CIRCLE RICHMOND KERIN R & MARA L 58 STONINGTON CIRCLE CORNELLJOSEPH W BARBARAJ KERRI L 64 STONINGTON CIRCLE HALE DONNA B 78 STONINGTON CIRCLE ROBERTS ANNE Y 80 STONINGTON CIRCLE KANARD MARY E 88 STONINGTON CIRCLE GENTES WILLIAM L 89 STONINGTON CIRCLE POLL] JAMES 90 STONINGTON CIRCLE SOU A BURLINGTON WATER, APARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 www.sbLirl.COM December 20, 2013 Mr. Andrew Gill O'Brien Brothers Agency, Inc. 1855 Williston Road South Burlington, VT 05403 RE: Preliminary Water Allocation- Rye Apartment Project, 636 Hinesburg Road, South Burlington, VT 05403, Project #: SD-13-28 Dear Mr. Gill, In response to your request as to the capability of the South Burlington water distribution system to supply water to the above referenced project we submit the following Preliminary Allocation Determination: 1. Sufficient water storage is located at the South Burlington East Tank off Dorset Street in South Burlington. 2. Based upon your preliminary allocation request, a water service allocation fee and connection fee according to the City Water Ordinance Rate and Fee Schedule shall be applied to this project upon granting of final allocation. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified at any time by resolution at an open meeting of the City Council. Water allocation fees are due upon the projects final approval by the City of South Burlington. Water connection and related fees are due before construction begins. 3. Your water supply requirement of 1,080 gpd for this proposed project can be furnished by this Department without restricting or encumbering present South Burlington water customers. 4. Any significant increase in current demand or any change in use will require water allocation re - approval from the South Burlington Water Department. 5. You are also required to contact the Champlain Water District (CWD) in order that they verify supply, treatment, and transmission capability as the wholesale water supplier for the South Burlington Water Department. 6. Water is supplied to the referenced area through '12- water distribution mains. 7. This Preliminary Allocation Determination shall not constitute a binding commitment of capacity to the applicant and may be revoked by the Superintendent before a final allocation of capacity is granted if uncommitted reserve capacity ceases to be available. A preliminary determination may be used by the applicant that a proposed development has sufficient water capacity available to proceed through the development process. If you have any questions or I can be of further assistance, please do not hesitate to call me. Sincerely, South Burlin at Department John Tymecki Superintendent Cc. J. Fay D. Pratt J. Rabidoux R. Belair J. Ringuette Et.UPMENT AND MANAGEMENT VIA HAND -DELIVERY December 13, 2013 Mr. John Tymecki, Superintendent South Burlington Water Department 403 Queen City Park Road South Burlington, VT 05403 Re: Preliminary Water Allocation: Parcel #0860-00636, 636 Hinesburg Road Dear Mr. Tymecki, Attached as Exhibit A, please find a complete City of South Burlington, Application for Water Allocation for a proposed Planned Unit Development on an existing 0.63 acre parcel located at 636 Hinesburg Road, South Burlington, Vermont (the "Parcel"). This application seeks the preliminary allocation of 1,080 gallons per day to accommodate the construction of two new buildings: (i) a four -unit building containing four, two -bedroom apartments, and (ii) a three -unit building containing three, one -bedroom apartments. This will be an increase in density of three (3) two -bedroom units, and two (2) one -bedroom units, as an existing duplex will be demolished as part of the project. As outlined by our site engineer, the requested allocation is calculated as follows: JNA§g�ipl ion One Bedroom Unit 3 I50 450 Two Bedroom Unit 4 I 300 -150 1200 Existing One Bedroom -150 I.`xistin g T\m Bedroom 1 -300 -300 1200 Total Less 1000 b\; itk:r Sao ing Devices -- 120 Alloca i;,ii Ncedcd 1080 Please know that we are eager to proceed to our Preliminary Plat hearing with the Development Review Board, and this allocation is an important part of that proceeding. We hope that you can return the signed allocation as well as any additional information at your earliest opportunity. We greatly appreciate your attention to this, and we look forward to hearing from you. Please call our office with any questions. Thank you. Sincerely, Andrew Gill, Project Coordinator Enclosure APPLICATION FOR WATER ALLOCATION * Items marked with an asterisk must be filled in by ALL applicants * Applicant Information Applicant: O'Brien Brothers Agency Inc. Contact Person: Andrew Gill, Project Coordinator Mailing Address: 1855 Williston Road, South Burl. Telephone& Fax for Contact: 802-658-5000, Fax: 802 658-5002 Property Owner Name (if not applicant): O'Brien Brothers, LLC Property Owner Mailing Address: Same as Above * 636 Hinesburg Road P'hysica f pro' t: * Signature of Applicant * Project Information If the project is a single-family home, please check one: New Existing (For existing homes, no Application is required if revised demand is less than 1,000 gpd.) If not single-family home, project name: Rye Apartment Proj ect * Application or Permit Numbers: (from Department of Planning & Zoning) ##sd _ 1328 Engineer's Information for flows over 1,000 gpd Name of Engineer: Scott Homsted 05403 Firm: Krebs and Lansing Consulting Engineers x ;_ .i•._ .. n.�.__ _ - 1 F: 4 MAl n 'i ,-,.-, ,c>H C�ii f 'ill? ('', •. '1 —In n �r �7cv-„rr�rit (i544r Phone &Fax: 802 878-0375, Fax: 802 878 9618 PE License #: 7893 * Flow Calculations (You may substitute an engineer's calculation or letter containing the information requested below) See attached Letter. For additional bedrooms in single-family homes: Number of existing bedrooms: Number of additional bedrooms requested: Page APPLICATION FOR WATER ALLOCATION For other residential Droiects. list number of bedrooms and units requested: Number of bedrooms x Number of units x Gallons per day per unit = Total flows 1 150 2 300 3 450 4 600 _ 5 750 6+ (specify) _ _ TOTAL For commercial and industrial projects, list existing and proposed tenants, uses and bows: Tenant / Number of Other Business Type of use seats, SF, etc. x l Flow per unit _Adjustments Total flow TOTAL * Total development water flow requested: Please do not write below this line Approved by Wa qr Department uperintendent of Water Preliminary Allocation approved: 1080 gallons per day Date a b'Ok � Date� Date Final Allocation Expires: with permit (Date) For Extensions of Final Allocation Only EXTENSION GRANTED to (Date) GMord:SBForms:W aterallocationForm Page 2 (Date of Expiration) Exhibit H Wastewater System & Potable Water Supply Permit Application Revised: 0911412012 Drinking Water & Groundwater Protection Division - Permit Application 40�VEQN'I' Wastewater System & Potable Water Su pl DEPARTMENT OF OF ENYINDNMENTAL C01lSEIIYATioN For Oliice Use Onlyr ............_--......_ .... ...... _ _.......................... ........ ....._........ .... Application# _ PIN# 1, Date Complete Application Received Authority.• 10 V.S.A. Chapter 64, the Environmental Protection Rules, Chapter 1, Wastewater System & Potable Water Supply Rules, and Chapter 21, Water Supply Rules, Appendix A Part 11 - Small Scale Water Systems. General Information: The organization and/or content of this form may not be altered, however, the form is designed to expand to allow additional information to be entered. Changes in the organization and/or content of the form may result in an invalid application or permit In most cases a licensed designer will be required for your project and to help complete this application form. There are also line -by-line instructions available to assist with completing this form NOTE: We strongly suggest referring to the application instructions while completing this application form. Applicant (Landowner) & Project Contact Information Section A - Applicant Details (if Landowner Is an Individual or Individuals) 1 Last Name 2 First Name (and Middle Initial if appropriate) 3 Mailing Address Line 1 _ 4 Mailing Address Line 2 Y� — 6 State/Province 7 Country _ 8 Zip/Postal Code —`� United States----� 9 Email Address 10 Telephone Section B - Applicant Details (H Landowner Is other than an Individual or Individuals, e.g. Corporations, Homeowner's Associations, etc.) 1 Registered Legal Entity or Organization Name —'� 2 Telephone UE rnen Brothers, LLC 802-658-5000 3 Mailing Address Line 1 4 Mailing Address Line 2 ---- 1855 Williston Road P.O.Box 2184 5 Town/City 6 State/Province 7 Country 8 Zip/Postal Code South Burlington Vermont Urnted States 05446 Certifying Official The Certifying Official must be a person who has signatory authority for the legal entily or organization that is the Applicant 9 Certifying Official Last Name 110 Certifying Official First Name (and MI if appropriate) Michaels :J La_rry 11 Certifying Official Title — -- Chief Operating Officer 12 Certifying Official Email Address 13 Telephone larry@obrienbrothersagency com 802-658-5000 emaive rhrs Applrca . W Add Another Applicant Page 1 of 9 version 1.4 Wastewater System & Potable Water Supply Permit Application Revised., 091142012 Section C - Primary Contact Information (If other than Applicant) 1 Last Name 2 First Name (and Middle Initial if appropriate) 3 Mailing Address Line 1 4 Mailing Address Line 2 - -- 5 Town/City 6 State/Province 7 Country 8 Zip/Postal Code -- -- r Urnted States �- —_—_ — ----- —� 9 Email Address 10 Telephone Section D - BuildinglBuslness Owner Information 1 Last Name 2 First Name (and Middle Initial if appropriate) 3 Mailing Address Line 1 4 Mailing Address Line 2 f L _- 5 Town/City 6 State/Province 7 Country _ 8 Zip/Postal Code -- --� �� (United States �- 9 Email Address 10 Telephone Certifying Designer(s) Information 1 Designer Last Name 2 Designer First Name (and Middle Initial if appropriate) CHomsted �Scott� — 3 Designer License# 4 Company Name C$93 Krebs & Lansing Consulting Engineers Inc., 1 5 Mailing Address Line 1 6 Mailing Address Line 2 _ 164 Main Street Ste. 201 I �__-- 7 Town/City 8 State/Province_ _ 9 Country _ Colchester lUnited States 10 Zip/Postal Code 05446 —1 11 Email Address 12 Telephone _ _ scoff.homsted@krebsandlansing.com—R-- -� _ 802-878-0375 1 13 Designer Role(s) (check all that apply) y Water Supply Designer Wastewater Disposal System Designer F" emove This DesigneF Property Location Information Section A - Property Location 1 Please provide the property Town and the property address or a brief description of the location. — —� South Burlington i Hinesburg Road Page 2 of 9 version 14 Wastewater System & Potable Water Supply Permit Application Revised. 091142012 -Section B - Center of Property GPS Coordinates 1 Enter the approximate center of property coordinates using GPS set for NAD83 or as derived from a map (map must be based on NAD83). (a) Latitude (b) Longitude (in decimal degrees to five decimal places, ex. 44 38181) (in decimal degrees to five decimal places, ex -72 31392 °) N — 44 V45337] C W t) 73.162351 o Information eneral Project Information & Questions 7.t*Project e (if applicable) 2 Total Acreage of Property partments --� 0.63 3 Business Name (if applicable) — -- 4 Detailed Project Description —______--.—_—.____—._ _.....-------------------- _ __ _--------- The proposed proposed project entails the demolition of an existing duplex and construction of two apartment buildings. Building "A" will consist of 4 two bedroom units, while Building "B" will consist of 3 one -bedroom units Municipal water and sanitary sewer will be used. 5 (a) Were all existing buildings or structures, campgrounds, and their associated potable water supplies and wastewater (i) Yes O No systems substantially completed before January 1, 2007? (b) Were all existing improved and unimproved lots in existence before January 1, 2007? __ *Yes O No 6_ Does this application include subdividing the property? O Yes *No 7 Has anyone from the Drinking Water & Groundwater Protection Division's Regional Office been to the property?. ...................... O Yes *No If Yes, enter the staff person's name and the date of the visit (a) Name of Staff Person (b) Date of Visit (m/ ) — — — 8 Will any construction occur within 50 feet of a wetland boundary, mapped or designated? . - ...... _..... ... ........... ............. Q Yes *No If Yes, contact the Wetlands Program of the Watershed Management Division at (802) 338-4835. 9 Will more than one acre be disturbed during the entire course of construction, including all lots and phases? _ .. Q Yes *No If Yes, contact the Stormwater Program of the Watershed Management Division at (602) 241-4320. 10 Will there be any stream crossings by roads, utilities, or other construction? . ...... ....... . _ ...... _. O Yes Qi No If Yes, contact the River Corridor Mgmt. Program of the Watershed Management Division at. Central & Northwest Vermont _. _ (802) 879-5631 Southern Vermont _. . _ _ _ _ (802) 786-5906 Northeastern Vermont _ (802) 751-0129 11 Is the project located in a special flood hazard area as designated on the flood insurance maps prepared for a municipality by Federal Emergency O Yes No the Management Agency? If Yes, show the special flood hazard area limits on the site plan. 12 Act 250: Has the Applicant (Landowner) subdivided any other lots of any size within a five mile radius of this subdivision, or district last five O Yes No within the environmental within the years ? If Yes, enter the town(s) and the associated number of lots in the table below. of Lo r j IFL Page 3 of 9 version 14 Wastewater System & Potable Water Supply Permit Application Revised., 0911412012 13 Is there any prior Act 250 jurisdiction on the tract of land? ........... ............................................................ ............ .................. O Yes O No If Yes, enter the Act 250 permit number: (a) Act 250 Permit Number Section B - Project Deed Reference — 1 Please provide the Town, Parcel ID, Book, and Page reference for the current landowner's deed(s) to this property: g `South Burlington l r0860-00636 +f188 r314 _ .._. ____ 1 1 _. L L..__—_--- rr.�wr�;�yu�iwr!wl�wnt�w�ril Section C - Project Plan Reference 1 Please provide the following information for all water supply and wastewater disposal system plans being submitted. Xx; D. Date Site Plan, Rye Parcel O'Brien Brothers LLC_ 1/5/2014 4 Details, Rye Parcel, O'Brien Brothers LLC L5 _—] Water Details Rye Parcel, O'Brien Brothers LLC 1/5/2014 �J Sewer/Storm Details Rye Parcel O'Brien Brothers LLC 1/5/2014 X X Section D - Existing Project LoUSullding Details Please provide the existing project details. This section is used to describe what is existing for the project. For example, if you are subdividing an undeveloped 21-acre parcel, you would list the existing parcel. If you are revising the boundary lines of two commercial lots in an industrial park, and constructing an addition to an existing building you would list the existing lot numbers, existing acres, existing buildings, existing uses, construction date(s), prior permits, and answer the compliance questions. 1 Lot# 1 2 Lot Size (acres) 3 Existing Use of the Lot �— 63 Existing residential duplex __JI 4 Provide the following information for each building on the lot: [X �ti_— Residential ] ipre 2007 Yes (J No . - L -- - -- --L-- -i .iiMWE' Add Another Lot Section E - Proposed Project LotfBuiidingDetalls This section is used to describe what you are proposing to do in this project. For example, if you were going to create 4 lots for construction of single family residences, you would list each lot, proposed acreage, proposed buildings, and proposed use. 1 Lot# 2 Lot Size (acres) 3 Proposed Use of the Lot Ji tResidential apartmen t buildings s 4 Is the lot being created as part of a subdivision? ..... .. O Yes Q No 5.Are you,re uestrn that! Blood Marra e_or Civil lJrnon s ecial fee be a, ,lied, o this lot? �P, 0 Yes Qi No _......................... . _. — _ _ w _ _ P _ _. P 6 If the lot is exempt, please indicate the specific exemption from the Wastewater System and Potable Water Supply Rules? ....... 7 Provide the following information for each building on the lot: Page 4 of 9 version 1.4 Wastewater System & Potable Water Supply Permit Application Revised: 091142012 Add An11 other Building Water Supply Information Section A - Water Supply Screening Questions Are you proposingnew water supply or water service line or changes to a permitted but not constructed water supply or water line for this � Yes 0 No service project? 2 Are you proposing changes to an existing water supply or water service for this project (including changes to location, design O Yes No flows, or operational change)? _ _... _ _ _ _ _.. _ _ . ........ 3 Is there an existing connection to a water supply or water service line for this project? . .............. ... _.— _.. Yes 0 No Complete Part V if you answered Yes to any of the above questions A project with no existing or proposed water supply may skip Section B - General Water Supply Questions to Pall V1 1 Does this project involve a failed water supply? 0 Yes *No 2 Will any of the proposed water sources serve 25 or more people or have 15 or more service connections? ..... _... .. .. ... 0 Yes � No If Yes, the applicant must contact the Drinking Water & Groundwater Protection Division at (802) 241-3400 for source, construction and an operating permit. 3 Are.any of the exishng_or.pwposed water sources located within a special flood hazard area? ....... Q Yes *No 4 Are any of the existing or proposed. water sources located within a floodway? 0 Yes Oi No 5 Are any of the proposed water sources located within 1 mile of a hazardous waste site as designated by the Waste Management Division identified the Agency 0 Yes 0 No and on mapping website? _ ... _................ If Yes, please submit additional information on the site. The Waste Management Division can be reached at (802) 241-3888 6 Does this project require an approval letter from the Drinking Water & Groundwater Protection Division for the construction line feet, O Yes No of a public water system, municipal water extension over 500 or hydrants or sprinkler systems? If Yes, please submit a copy of the approval letter from the Drinking Water & Groundwater Protection Division. 7 Does the proposed or existing water supply(ies) use a water treatment device to obtain compliance with the quality requirements in the Water Supply Rule? 0 Yes No . ._ _. _ _ _ _ _ _ _. _ .... _ .. .. _ _ If Yes, please submit additional information regarding the constituent(s) that exceeds the standards and plans, details, and specifications of the treatment device. 8 Is any portion of the proposed water supply located in or near a Water Source Protection Area as designated by the Drinking Water & Groundwater Protection Division? O Yes *No ......... If in areas of known interference issues, contact the Drinking Water & Groundwater Protection Division at (802) 241-3400. Section C - Individual Water Supply Details Please provide the following information for each of the existing and proposed water supply(ies) serving a building or structure, or campground on the property 1 Water Supply Name/Identifier 2 Water Supply Owner (if not Applicant) 1 South Burlington Water Deparment 3 Water Source Type 4 Type of Change to Supply Municipal/Fire District Connection �) INew Connection or increased Flow --'� 5 Lots/Buildings Served by this Water Supply System Page 5 of 9 version 14 Wastewater System & Potable Water Supply Permit Application Revised; 0911412012 Add Anothei LOUBUildOg Served by this StApply 6 7 8 1 4051 1.080 _1,48511 L__­_­_1_.__1_1 11 � --- ------- 9 Is this water supply located.off-lot? ........................................... 11.1 ...... ..... ..... .......... ................. ...... .... ........ 0 Yes *No 10 Is this water supply shared? ... .......... . ....... ... ......... OYes No If the water supply is located off -lot or shared, submit a copy of the agreement to provide an easement prior to construction. 11 Is a variance being requested for this water supply? 0 Yes Q No If Yes, please submit additional details related to the variance request Section 0 -Water Supply Design Flows Summary Table 1 If the project includes more than one water supply, please list each water supply system and provide the total water supply design flows for the project. IMPORTANT. Please don't include systems that were identified in this Part on Section C, Line 4 as a "Replacement Area Designation" in this summary table. 1114it DWI i S ( ppbll Exfstu �c) Chan2e (d) Total a) water uly Narneildentifier -77-77- 3 4 40w ___.1.08]0 Section Wastewater Disposal System Information S'on A - Wastewater Disposal System Screening Questions tilo X C Are you proposing a new or replacement wastewater disposal system, a new wastewater service line, or changes to a 'u p y't, 0 Yes *No but not constructed wastewater disposal system or wastewater service line for this project? ! 2 Are you proposing changes to an existing wastewater disposal system, replacement wastewater disposal system, replacement *Yes 0 No area, or wastewater service line for this project (including changes to location, design flows, or operational change)? . 3 Is there an existing connection to a wastewater disposal system or wastewater service line for this project? ... ........ .. *Yes 0 No Complete Part VI if you answered Yes to any of the above questions. A project with no existing or proposed wastewater disposal systems n7ey skip to Part V11 Section 8 - General Wastewater Dleposal System Questions I Does this project involve a failed wastewater disposal system? ................ ......... 0 Yes O No 2 Do any of the systems require a curtain or clewatering drain as part of the design? V ......... ........... ........ 0 Yes *No Is P _h_v,dr_o g. e o19_ g i c study required for this project? ................... ..................... ........... ............... 0 Yes *No 4 For projects using soil -based wastewater systems having a total design flow that exceeds 1,000 gpd, is this project located in a Class A Watershed? 0 Yes ONo *NA If Yes, indicate the Class A Watershed in which the system(s) is located: (a) Class A Watershed Name Page 6 of 9 version 14 Wastewater System & Potable Water Supply Permit Application Revised: 091142012 5 Are there any existing or proposed floor drains as part of this project?......................................................... If Yes, indicate where the floor drains will discharge: (a) Floor Drain Discharge Point Select _ ........................ O Yes No 6 If the project utilizes an Innovative/Alternative System or Product, has the applicant received a copy of the Drinking O Yes Q No Q NA Water & Groundwater Protection Division's approval letter? _ _. . ....... 7 Is any portion of the proposed wastewater disposal system located in or near a Water Source Protection Area as designated by the Drinking Water & Groundwater Protection Division? _................. O Yes *No If Yes, contact the Drinking Water & Groundwater Protection Division at (602) 241-3400. Section C - Individual Wastewater Disposal System Details Please provide the following information for each of the existing and proposed wastewater disposal systems serving a building or structure, or 1 Wastewater Disposal System Name/Identifier 2 Wastewater Disposal System Owner (if not Applicant) 3 Wastewater Disposal System Type 4 Type of Change to System --. Municipal Connection New Connection or Increased Flow 5 Lots/Buildings Served by this I Add Another l otBuildirg Served by this System 35 • r r .� 10 Is this wastewater disposal system located off -lot? .............. Yes a No 11 Is this wastewater disposal system shared?................................................................................................................... O Yes U No If the wastewater disposal system is located off -lot or shared, submit a copy of the agreement to provide an easement prior to initiation of construction. 12 Is a variance being requested for this wastewater disposal system? O Yes *No If Yes, please submit additional details related to the variance request. 13 If this wastewater disposal system type is a connection to an Indirect Discharge System, please provide the Indirect Discharge System ID number Indirect Discharge System ID Number 14 If this wastewater disposal system type is a connection to a municipal system, please select the town Town (South Burlington 15 If this wastewater disposal system is a soil -based system, please select the design approach used Design Approach Used Select ---�_--) 16 For soil -based systems, please check all that apply (Note: Store and dose does not apply to standard pump/pump chamber systems) ❑ Storage and Dose n Filtrate Constructed Wetlands Page 7 of 9 version 1.4 Wastewater System & Potable Water Supply Permit Application Revised: 0911412012 17 If this is an Innovative/Alternative soil -based system, please select the system use type. Innovative/Alternative System Use Type 18 If this is an Innovative/Altemative soil -based system, please select the Innovative/Alternative system or product. Innovative/Alternative System or Product Section D - Wastewater Disposal systems Design Flows Summary Table 1 If the project includes more than one wastewater disposal system, please list each system on this page and provide the total wastewater disposal design Flows for the project IDi1P9BIdI: Please don't include systems that were identified in this Part on Section C, Line 4 as a ' Replacement Area Designation" in this summary table Design Flows fGallons (a) Wastewater Disposal System Narredden6f �� 1 er (b) Ex,shng (c) Chan2e (d) l� firt,ation (e) Total 350 910 0 1,260 Application Fees 1 Fee Amount r$580.00_� 2 Fee Calculation Details Use fee for Design flows 560-2,000 gallons per day $580.00 Page 8 of 9 version 1.4 Wastewater System & Potable Water Supply Permit Application Revised: 0911412012 esigner Certification & Copyright License ifying Designer 1 Certification & Copyright License 7h7reb;y1 that In the exercise of my reasonable professionaljudgment, the design -related information submitted with this application is true and the design included in this application for a permit complies with the Vermont Wastewater System and Potable Water Supply Rules t Water Supply Rules. As the individual who prepared this application, including all documents that are marked as copyrighted, I hereby grant a non-exclusive, limited license to the State to allow the documents to be made available for public review and copying in order to properly implement and operate the permitting programs for Wastewater Systems and Potable Water Supplies, and for no other purposes. As a condition to this license, the State agrees that it will not make any changes to such documents, nor will the State delete any copyright notices on such documents " 1 Check the design(s) you are certifying. This should be the same as the Designer Role(s) you selected in Part II, Section A, Line 13. ® Water Supply Designer ® Wastewater Disposal System Designer 1 Designer 1 Name 2 Designer 1 Signature 3 Signature Date Scott Homsted Section B - Cer Ring Designer 2 Certification & Copyright License "i hereby certify that in the exercise of my reasonable professional judgment, the design -related information submitted with this application Is true and correct and that the design included in this application for a permit complies with the Vermont Wastewater System and Potable Water Supply Rules and the Vermont Water Supply Rules As the individual who prepared this application, including all documents that are marked as copyrighted, I hereby grant a non-exclusive, limited license to the State to allow the documents to be made available for public review and copying in order to properly implement and operate the permitting programs for Wastewater Systems and Potable Water Supplies, and for no other purposes. As a condition to this license, the State agrees that it will not make any changes to such documents, nor will the State delete any copyright notices on such documents. " 1 Check the design(s) you are certifying. This should be the same as the Designer Role(s) you selected in Part Il, Section B, Line 13 Water Supply Designer Wastewater Disposal System Designer 1 Designer 2 Name 2 Designer 2 Signature 3 Signature Date Applicant(s) Signature & Acknowledgements In order to insure compliance with the requirements of the regulations administered by the Department of Environmental Conservation, Drinking Water & Groundwater Protection Division, it may be necessary to visit the property. As this would involve a Department employee entering private property, we request your approval to do so 1 If we do visit your property, do you have any special instructions? Please call to make an appointment 'As landowner of the property for which l am requesting a permit from the Department of Environmental Conservation, I understand that by signing this application 1 am granting permission for the Department employees to enter the property, during normal working hours, to insure compliance of the property with the applicable rules of the Department l also understand that I am not allowed to commence any site work or construction on this project without written approval from the Department of Environmental Conservation If my project utilizes an innovative/Alternative System or Product, l have received a copy of the Drinking Water & Groundwater Protection Division's approval letter and agree to abide by the conditions of the approval. I also certify that to the best of my knowledge and belief the information submitted above is true, accurate and complete." 2 Print Applicant Name 3 Applicant Signature 4 Signature Date (Larry, Michaels Page 9 of 9 version 1.4 SIGNATURE CERTIFICATION I am the of O'Brien Brothers LLC Please Print (Title) Please Print (Name of Legal Entity or Organization) As Please Print (Title) of O'Brien Brothers LLC Please Print (Name of Legal Entity or Organization) I have the signatory authority for all permit applications to be submitted in conjunction with this project. Signature Date ANR Form 5: Certification Statement for Wastewater System and Potable Water Supply Permits when there is no Required Notification of Overshadowed Property Owner(s) A person submitting an application to the Secretary for a Wastewater System and Potable Water Supply Permit shall use this statement whenever overshadowing notification of affected landowners is not required (see guidance and instructions for examples). Note: When the property subject to the permit application is owned by more than one person, only one of the landowners must sign this certification statement even though all landowners must sign the permit application itself. I hereby certify that "overshadowing" notification is not required either because there is an exemption to the notification requirement or there are no landowners whose property may be affected by the proposed water and wastewater systems. Signature Name (Printed) Larry Michaels Property Address or Property Tax ID # 636 Hinesburg Road, South Burlington Date of this certification (To Comply with Act 145 and Act 1 17 - 8-24-12 Last Revised 9-1 1-12) Andrew Gill From: Justin Rabidoux <jrabidoux@sburl.com> Sent: Tuesday, October 15, 2013 11:31 AM To: ray Cc: Andrew Gill; Larry Michaels; cbcerasoli@aol.com Subject: 636 Hinesburg Road - Rye Property - O'Brien Brothers Ray, I have reviewed the sketch plan and met on site with the developer and a representative of the adjacent condo complex to discuss the project's Wellesly Grove curb cut location. Taking all factors into consideration, I believe the current driveway/curb cut location is the most appropriate location for the proposed development's future access. Let me know if you have any questions. Thanks, Justin Rabidoux Director of Public Works/City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802)658-7961 j rab idouxCa,sb url . com www.sburi.com Twitter: twitter.com/sbpubworks Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. /f you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. � South Burlingtur Al31trim, nts ID t :12/23/2M _ ° Final 12.23.13 Green Mountain Elechic Supply, Inc. 7506 Ethan Allen Higima) — St Albans, VT 05478 802-524-4300 — greggl(gmes.com (30 "Wpm 0 r-IL E No Text 0 IA L/THON/A L/GHT/NG FEATURES & SPECIFICATIONS INTENDED USE —Our recessed LED module is the most economical means to create a well lit environment with exceptional energy efficiency and near zero maintenance. Great for retrofit into existing downlight cans or new construction and remodel applications. Unique torsion spring and friction clip retention allows fitment into nearly 100% ofinstalled cans. The LED module maintains at least 70%light output for 50,000 hours. CONSTRUCTION — Aluminum die cast reflector with deep baffle configuration for reduced glare. Combined LED and driver printed circuit board attached. Inner reflector cone funnels light through the pressed -in diffused lens. 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Catalog Number Notes LZ I\ Torsion mount shown i .., E26adaptor Splice kit LED Recessed Downlighting V'LED Module IC/Non-IC Retrofit F`I �LOCATION" e, Ilk Center2Edge" Friction clip shown (included) For shortest lead times, configure products using bolded options. Example: 6BPMW LED 6BPMW LED Series/Finish Lamps/Lumens' Color temperature Voltage Options 6BP 6" Baffle LED MW Matte white LED 8.9W, 620 (blank) 3000 K (blank) 120V L7XLED T24 New Construction Rough -In LED Base Module lumens L7XRLED T24 Remodel Rough -In LED Base LCKED T24 New Construction Rough -In LED Base L7X' New construction rough -in L7XR' Remodel rough -in L7XP' New construction shallow rough -in L7XPR1 Remodel shallow rough -in LC6' New construction rough -in LCP' New construction shallow rough -in Accessories: Order as separate catalog number. FL2LED Makes L7XF housings compatible with the LED module Notes 1 Total system delivered lumens. 2 Must be ordered on separate line. DOWNLIGHTING 6BP_LED 6" LED Module PHOTOMETRICS Distribution Curve Distribution Data Output Data Coefficient of Utilization Illuminance Data at 30" Above Floor for a Single Luminaire 6BPMW LED, 3000 K LEDs, input watts: 8.9, delivered lumens: 620, LM/W=70 , test no. LTL21369, tested in accordance with IESNA LM 79-08 pf 20% Pc 80% 70% 50% Ave Lumens Zone Lumens % Lamp P. 50%30% 10% 50% 30% 10% 50% 30% 10% 80' 0 318 0' - 30' 244.4 40.0 0 119 119 119 116 116 116 111 111 111 50 % beam - 10 % beam - 5 317 30 0' - 40' 382.7 62.7 1 107 104 100 105 102 99 101 98 96 61.9' 96.6` 15 305 86 0' - 60' 549.8 90.1 2 96 90 86 94 89 85 91 86 83 Inital FC 25 280 128 0' - 90' 610.4 100.0 3 86 79 74 85 78 73 82 77 72 Mounting Center 35 224 138 90'-1So* 0.0 0.0 4 78 70 65 77 70 64 74 68 63 Height Beam Diameter FC Diameter FC 60' 45 134 104 0' - 180' 610.4 '100.0 5 71 63 57 70 62 57 68 61 56 8.0 10.5 6.6 5.3 12.3 1.1 55 69 63 'Efficiency 6 65 57 51 64 56 51 62 55 51 10.0 5.7 9.0 2.8 16.8 0.6 65 39 38 7 59 52 46 59 51 46 57 50 46 12.0 3.5 11.4 1.8 21.3 0.4 20 75 16 18 8 55 47 42 54 47 42 53 46 41 14.0 2.4 13.8 1.2 25.8 0.2 85 1 4 4 9 51 43 38 50 43 38 49 42 38 16.0 1.7 16.2 0.9 30.3 0.2 90 0 10 47 40 35 46 40 35 46 39 35 ADDITIONAL DATA DATA*ENERGY Lumens 620 Min. starting temp -18xC(07) EMI/RFI FCCTitle 47 CFR, Part 15, Class B Sound rating Class A standards Input voltage 120V Min. power factor 0.80 Input frequency 50/60Hz Rated wattage 8.9W Input power 8.9W Input current .08A 'Values at non -dimming line voltage. COMPATIBLE DIMMER SWITCHES Manufacturer Model/Series Part Numbers Synergy ISD ISD 1 120 600++ Harmony D703PTCCCV6 Pass & Seymour TradeMaster T600WV Wide Slide Series W5700TCCCV6 Diva DV-600PR Lutron Toggler TGLV-600PR Toggler TGLV-600PR Decora 6674-P Decora 6633P Illumatech IPI06++ Leviton Illumatech IPL06++ TRIMATRON 6681++ TRIMATRON 6684++ ++ Must have at least 60W on dimmer circuit or 4 P Series LED downlighting modules. IA L/THO/V/A L/GHT/NG ' An-"cui#y&ands Cofopany DOWNLIGHTING One Lithonia Way Conyers, GA 30012 Phone: 800-315-4935 Fax: 7IM60-3129 www.lithania.com lighting facts Light Output (Lumens) 620 Watts 8.9 Lumens per Watt (Efficacy) 70 Color Accuracy Color Rend,nnl-,i I, l� =r'. C:hi 86 1tt (Bright White) 2.700K 3000K 4500K NOOK Warranty" Yes ppnrvndN 1 I or nxl rNWlx, 1 el,ng,(S i5lydt Lhlhlxrg. 1'ne U S Dxpari-t of Energy (DOE) vxrifie.s producr bxl da(a and rx.ulty See www.lightingfacts.com/products for details. ReglSenlWn Number NJSM-JGJaRR (tl.tfi'2,1121 WOWNo ba . e6P Iowd, 320121 iynr R<rvnwd dnwn'phl 6BP._LEO CO 2012-2013 Acuity Brands Lighting, Inc. All rights reserved, Rev. 01/08/13 HALO® DESCRIPTION The H7 recessed housing is the standard in the industry for both commercial and residential applications. The wide variety of trims available allows a number of different lighting effects to be created with one basic housing.H71CT is for installations where the housing will be in direct contact with insulation. DESIGN FEATURES A•••Housing Aluminum construction for greater heat dissipation. B • Socket Plate Rigid socket plate adjusts and locks without tools for various lamp sizes. C ..Plaster Frame Housing adjusts in plaster frame to accommodate up to 1-3/4" ceiling thickness. Plaster frame features include: • Regressed locking screw for securing hanger bars • Cutouts for easily crimping hanger bars in position • Halo name embossed on plaster frame Galvanized steel construction. The housing can be removed from plaster frame to provide access to the junction box. D. Junction Box • Listed forth rough branch circuit wiring • Positioned to accommodate straight conduit runs • Seven 1/2" trade size conduit knockouts with true pry -out slots • Slide-N-Side'" connectors 61/2" 11111111111IM—�i [165mmi Slide-N-Side IIIT" Junction Box Ordering information on reverse allow non-metallic sheathed cable to be installed without tools and without removing knockouts. Accepts a wider range of non-metallic sheathed cable —the standard cable types used in lighting for both U.S. and Canada. Allows wiring connections to be made outside the junction box Simply insert the cable directly into the trap after connections are made - accommodates the following standard non-metallic sheathed cable types: (US) #14/2, #14/3, #12/2, #12/3 (Canada) #14/2, #14/3, #12/2 E • GOT NAIL! Pass-N-Thru- Bar Hangers Bar Hanger Features include: • Pre -installed nail easily installs in regular lumber, engineered lumber and laminated beams • Safety and guidance system prevents snagging, ensures smooth straight nail penetration and allows bar hangers to be easily removed if necessary. • Automatic levelling flange aligns the housing and lets you /2" nm) Catalog # Type Project Comments Prepared by Date hold the housing in place with one hand while driving nails • Housing can be positioned at any point within 24" joist span • Score lines allow "tooless" shortening for 12" joists • Bar hangers maybe repositioned 90° • Bar hangers do not need to be removed from frame for shortening • Integral T-bar clips snaps onto T-bars - no additional clips required F ..Socket Porcelain socket with nickel plated brass screw shell, snaps into trim for consistent lamp positioning. G. Thermal Protector Self resetting thermal protector deactivates fixture if overheating occurs due to improper lamping. Labels • UL/cUL Listed • Listed for Damp Location • Listed for Feed Through • Listed for Direct Contact with insulation and combustible material Top View 10 1/2" [267mml H71CT 6" Insulated Ceiling Recessed Housing 6" TRIMS FOR USE IN INSULATED CEILINGS FOR DIRECT CONTACT WITH INSULATION This housing is AIR-TITE when used with the following Trims: 170PS 171PS 173PS 78PAT 30 (All Styles) 430 (All Styles) ERT712 (All Styles) ERT713 (All Styles) ERT725 Series KIN4$1111> UPGRADE FEATURES: • SLIDE-N-SIDETI JUNCTION BOX • GOT NAIL!T"' BAR HANGERS • PASS-N-THRUT' BAR HANGERS • REGRESSED LOCKING SCREW • HALO ID ON PLASTER FRAME Supersedes ADV031561, ADV023106 & ADV000300) 9/04 TAB: Recessed Incandescent Sheet17 COOPER LIGHTING H71CT TRIMS ORDERING INFORMATION SAMPLE NUMBER: H71CT-42SRG Order housing, trim and accessories separately. Housing H71CT=Insulated REFLECTORS Ceiling Housing 30 30 404 426 429 4041 CD 4261 Trims AIR -TITS Super Trim BOW A19, 75W PAR30, 75W R30, 65W BR30, 75W PAR30L, BOW PAR38 30CAT=Specular Clear, Air -Tito 30HAT=Haze, Air -Tito 78 30RGAT=Residential Gold, Air -Tito 30SNAT=Satin Nickel OD: 7 114" (184mm) AIR-TITE Super Trim 40W A19. 50W PAR30, 50W PAR38, 65W BR30, 75W PAR30L, 75W R30 30SBAT=Specular Black, Air -Tito OD: 7 1/4" (184mm) Specular Reflector OOW Ai9 90 404C=Specular Clear 404H=Haze Reflector 404RG=Residential Gold 404SN=Satin Nickel OD: 7 1/4" (184mm) Specular Reflector Cone SOW PAR30, 75W R30, 65W BR30, 75W PAR30L 426=Specular Clear 426H=Haze Reflector 426RG=Residential Gold 426CG=Champagne Gold 426SB=Specular Black 426SN=Satin Nickel OD: 7 1/4" (184mm) Dayform Cone SOW PAR30, 75W R30, 65W BR30, 75W PAR30L 429P=White OD: 7 1/4" (184mm) Self Flanged Reflector OOW Ai9 4041 P=White OD: 7 1/4" (184mm) Self Flanged Reflector Cone= SOW PAR30, 75W R30, 65W BR30, 75W PAR30L 4261 P=White OD: 7 1/4" (184mm) BAFFLES AIR-TITE Super Trim A19,75W R30. 65W BR30. 60W PAR PAR38, 75W PAR30, 75W PAR30L 30 30PAT=Black Baffle 30WAT=White Baffle OD: 7 1/4" (184mm) Baffle 75W R30, 65W BR30, 75W PAR30L, SOW PAR30 310P=Black Baffle 310 310W=White Baffle 310SN=Satin Nickel Trim Ring, 310 Black Baffle OD: 7 1/4" (184mm) Baffle 5OW PAR30, 65W BR30, 75W PAR30L, 75W R30, 65W BR30 312P=Black Baffle 312 312W=White Baffle OD: 7 1/4" (184mm) ADJUSTABLES Eyeball 75W PAR30 74P=WWhitehite Eyeball OD: 8" (203mm) 74 Eyeball R20 77P=White Eyeball OD: 8" (203mm) OD: 77 DIFFUSERS CD 170 171 mrlwm Eyeball 75W R30 78P=White Eyeball 78SL=Silver Eyeball 78B=Brass Eyeball 78B=Brass Eyeball 78SN=Satin Nickel 78PAT=White Eyeball (converts H71CT and H7RICT to AIR-TITE Construction) OD: B" (203mm) Adjustable - 60° Tilt 150W PAR38 90P=White "Double Bubble" OD: 8" (203mm) Codex Regressed Eyeball SOW PAR30L, SOW BR30 420P=Black Baffle, White Eyeball 420PB=Black Baffle, Polished Brass Eyeball 420W=White Baffle, White Eyeball OD: 7 1/4" (184mm) Glass Albalite Lens SOW A19 170P=White Trim Ring 170PS=White Trim Ring, Shower Light OD: 8" (203mm) Plastic Drop Opal 40W A19 171P=White Trim Ring 171 PS=White Trim Ring, Shower Light OD: B" (203mm) Glass Fresnel Lens 4OW A19 173P=White Trim Ring 173PS=White Trim Ring, Shower Light OD: 8" (203mm) Shower Light BOW A79, 50W PAR30 172PS=White Trim Ring, Shower Light 172SNS=Satin Nickel Trim Ring, Shower Light OD: 7 3/4" (197mm) OPEN Open 75W R30, 75W PAR30, 75W PAR30L, 65W BR30 300P=White 300 300SN=Satin Nickel OD: 7 1/4" (184mm) Splay Trim with Integral socket Support 65W BR30, 75W PAR30, 75W PAR30L 32y to Splay _ OD: 7 1/4" (184mm) �O Trim Splay Trim 75W R30, 75W PAR30, 65W BR30 328P=White Splay 328 OD: 7 1/4" (184mm) WALL WASH Baffle Wall Wash 4OW A19 R 1ack Baffle, White Scoop, White Trim i Trim Ring 430W=White Baffle, White Scoop, White 430 Trim Ring OD: 7 1/4" (184mm) Accessories Metal Trim Rings Compatible with 310 and 312 TRM6P=White Metal TRM6PB=Polished Brass TRM6C=Chrome TRM6MB=Black Metal TRM6SL=Silver TRM6SN=Satin Nickel TRP7MB=Black Plastic Oversize Trim Rings For use when ceiling opening is cut too large. Compatible with 310 and 312 0T400P=9 1/4" White Metal OT403P= 8" White Plastic Note: Specifications and Dimensions subject to change without notice. Visit our web site at www.cooperlighting.com COO/ Lighting Customer First Center 1121 Highway 74 South Peachtree City, GA 30269 770.486.4800 FAX 770 486.4801 ADV042486 Cooper Lighting 5925 McLaughlin Rd. Mississauga, Ontario, Canada L5R 1B8 905.507.4000 FAX 905.568.7049 BLEDR24 Created: 12/17/2013 LED bollard with architectural quality and strength at an affordable price point. Cylindrical post with round head. Available in 12, 18 and 24 Watt versions that provide 180, 270 and 360 degree lighting patterns. LED Info Driver Info Watts: 24W Type: Constant Current Color Temp: 5100K (Cool) 120V: 0.26A Color Accuracy: 69 208V: 0.18A L70 Lifespan: 100000 240V: 0.15A LM79 Lumens: 1,652 277V: 0.14A Efficacy: 53 LPW Input Watts: 31W Efficiency: 77% Technical Specifications UL Listing: Suitable for wet locations. Suitable for mounting within 4 ft. (1.2m) of the ground. LEDs: 6W multi -chip, long -life LEDs Lifespan: 100,000-hour LED lifespan based on IES LM-80 results and TM-21 calculations Driver: Two Drivers, Constant Current, Class 2, 100-277V, 50/60 Hz, 4 kV Surge Protection, 100-240VAC 0.3 - 0.15 A, 277VAC 0.03 A. THD: 10.5% at 120V Ambient Temperature: Suitable for use in 40°C (104°F) ambient temperatures Cold Weather Starting: Minimum starting temperature is-40°F/-40°C Thermal Management: Cast aluminum Thermal Management system for optimal heat sinking. The BLED is designed for cool operation, maximum efficiency and long life by minimizing LED junction temperature. Housing: Die-cast aluminum with extruded aluminum bollard shaft Lens: Clear, vandal -resistant polycarbonate Color: Bronze 65' Reflector: Specular polycarbonate Weight: 18.6 Ibs Gaskets: High -temperature silicone gaskets seal out moisture Color Consistency: 7-step MacAdam Ellipse binning to achieve consistent fixture -to -fixture color. Color Stability: LED color temperature is warrantied to shift no more than 200K in CCT over a 5 year period. Color Uniformity: RAB's range of CCT (Correlated Color Temperature) follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2011 Finish: Our environmentally friendly polyester powder coatings are formulated for high -durability and long-lasting color, and contain no VOC or toxic heavy metals. Green Technology: Mercury and UV free, and RoHS compliant. Polyester powder coat finish formulated without the use of VOC or toxic heavy metals. IESNA LM-79 & IESNA LM-80 Testing: RAB LED fixtures have been tested by an independent laboratory in accordance with IESNA LM-79 and 80, and have received the Department of Energy "Lighting Facts" label. Patents: Mounting: The design of BLED is protected b Four (4) anchor bolts provided for concrete pad g P y patents pending in mounting. Internal base support has leveling screws. US, Canada, China, Taiwan and Mexico. RAM L 1 G H T t N G Tech Help Line: 888 RAB-1000 Email: sales@rabweb.com On the web at: www.rabweb.com Copyright ©2013 RAB Lighting, Inc. All Rights Reserved Note: Specifications are subject to change without notice Page 1 of 2 Created: 12/17/2013 BLEDR24 - continued DLC Listed: This product is on the Design Lights Consortium (DLC) Qualified Products List and is eligible for rebates from DLC Member Utilities. RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five (5) years frt RAB L 1 G H T 1 N G Tech Help Line: 888 RAB-1000 Copyright 9)2013 RAB Lighting, Inc. All Rights Reserved Email: sales@rabweb.com On the web at: www.rabweb.com Note: Specifications are subject to change without notice Page 2 of 2 WPLED5 Created.- 01/03/2014 LED 5W Wallpacks. 3 cutoff options. Patent Pending thermal management system. 100,000 hour L70 lifespan. 5 Year Warranty. LED Info Driver Info Watts: 5W Type: Constant Current Color Temp: 5000K (Cool) 120V: 0.18A Color Accuracy: 69 208V: 0.18A L70 Lifespan: 100000 240V: 0.18A LM79 Lumens: 196 277V: N/A Efficacy: 37 LPW Input Watts: 5W Efficiency: 94% Technical Specifications UL Listing: Suitable for wet locations in downlight position only. Suitable for mounting within 1.2m (4ft) of the ground. Lifespan: 100,000-hour LED lifespan based on IES LM-80 results and TM-21 calculations. IP Rating: Ingress Protection rating of IP66 for dust and water. Patents: The WPLED design is protected by patents pending in the U.S., Canada, China, Taiwan and Mexico. LEDs: 5W, high -output, long -life LED. Drivers: Constant current, Class 2, 100 - 240VAC, 50 - 60 Hz, 0.18 Amps. Fixture Efficacy: 37 Lumens per Watt Ambient Temperature: Suitable for use in 40°C ambient temperatures. Surge Protection: 1 KV Cold Weather Starting: The minimum starting temperature is-40°F/-40°C. Thermal Management: Integral cast aluminum mounting pad for optimum heat sinking to ensure cool operation with maximum LED life and light output. FRAB L I G H T I N G Tech Help Line: 888 RAB-1000 Copyright ©2014 RAB Lighting, Inc. All Rights Reserved Color: Bronze Weight: 2.0 Ibs Housing: Precision die cast aluminum housing and mounting plate. 1 1/2" backbox with three 1/2" conduit entry points. Gaskets: High temperature silicone gaskets. Finish: Our environmentally friendly polyester powder coatings are formulated for high -durability and long-lasting color, and contains no VOC or toxic heavy metals. Color Accuracy: 69 CRI Color Temperature (Nominal CCT): 5000K Color Consistency: 7-step MacAdam Ellipse binning to achieve consistent fixture -to -fixture color. Color Stability: LED color temperature is warrantied to shift no more than 200K in CCT over a 5 year period. Color Uniformity: RAB's range of CCT (Correlated color temperature) follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2008. Equivalency: The WPLED5 is Equivalent in delivered lumens to a 13W CFL or 60W incandescent. Green Technology: Mercury and UV free. Email: sales@rabweb.com On the web at: www.rabweb.com Note: Specifications are subject to change without notice Page 1 of 2 WPLED5 - continued Created: 01/03/2014 IESNA LM-79 & IESNA LM-80 Testing: RAB LED luminaires have been tested by an independent laboratory in accordance with IESNA LM-79 and 80, and have received the Department of Energy "Lighting Facts" label. California Title 24: WPLED5 complies with California Title 24 building and electrical codes. Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five (5) years from the date of delivery to the end user, including coverage of light output, color stability, driver performance and fixture finish. See our full warranty . For use on LEED Buildings: IDA Dark Sky Approval means that this fixture can be used to achieve LEED Credits for Light Pollution Reduction. Dark Sky Approved: The International Dark Sky Association has approved this product as a full cutoff, fully shielded luminaire. Country of Origin: Designed by RAB in New Jersey and assembled in the USA by RAB's IBEW Local 3 workers. Buy American Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Buy American Act. Recovery Act (ARRA) Compliant: This product complies with the 52.225-21 "Required Use of American Iron, Steel, and Manufactured Goods -- Buy American Act-- Construction Materials (October 2010). Trade Agreements Act Compliant: This product is a COTS item manufactured in the United States, and is compliant with the Trade Agreements Act. GSA Schedule: Suitable in accordance with FAR Subpart 25.4. RAB L I G H T I N G Tech Help Line: 888 RAB-1000 Copyright 02014 RAB Lighting, Inc. All Rights Reserved Email: sales@rabweb.com On the web at: www.rabweb.com Note: Specifications are subject to change without notice Page 2 of 2 Page 1 of 1 ray From: Justin Rabidoux Sent: Tuesday, October 15, 2013 11:31 AM To: ray Cc: Andrew Gill; larry@obrienbrothersagency.com; cbcerasoli@aol.com Subject: 636 Hinesburg Road - Rye Property - O'Brien Brothers Ray, have reviewed the sketch plan and met on site with the developer and a representative of the adjacent condo complex to discuss the project's Wellesly Grove curb cut location. Taking all factors into consideration, I believe the current driveway/curb cut location is the most appropriate location for the proposed development's future access. Let me know if you have any questions. Thanks, JUSTIN RABIDOUX DIRECTOR OF PUBLIC WORKS/CITY ENGINEER a, CITY OF SOUTH BURLINGTON 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802) 658-7961 JRABIDOUX@SBURL.COM WWW.SBURL.COM TWITTER: TWITTER.COM/SBPUBWORKS Notice - Under Vermont's Public Records Act, alle-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staf f, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. 10/15/2013 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 27, 2013 SD_13_28_636HinesburgRoad_OBrien_multi_unit_sketch Application received: August 9, 2013 O'BRIEN BROTHERS AGENCY, INC. — 636 HINESBURG ROAD SKETCH PLAN APPLICATION #SD-13-28 Agenda #3 Meeting Date: October 1, 2013 Owner/Applicant O'Brien Brothers, Agency, Inc. 1855 Williston Road South Burlington, VT 05403 Engineer Property Information Same as above Tax Parcel 0860-00636 Contact: Andrew Gill 0.63 acres Phone: (802) 658-5000 Residential 12 Zoning District Location Map �ry> • 6: CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 13 28 636HinesburgRoad OBrien multi unit sketch.doc PROJECT DESCRIPTION Sketch plan application #SD-13-28 of O'Brien Brothers Agency, Inc. for a planned unit development consisting of: 1) razing an existing single family dwelling, 2) constructing a three (3) unit multi -family dwelling, and 3) constructing a four (4) unit multi -family dwelling, 636 Hinesburg Road. Note: The applicant indicated to staff via a phone conversation on September 25th that the existing dwelling is actually a duplex. COMMENTS Administrative Officer Ray Belair and Planner, Temporary Assignment Dan Albrecht, referred to herein as Staff, have reviewed the plans submitted on August 9, 2013 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements R-12 Zoning District Required Proposed Residential Density 12 units per acre x 0.63 acres = 7 units A 4 unit and a 3 unit multi -family dwelling Max. Building Coverage 40% 18.2% Max. Overall Coverage 60% 52.3% * Min. Front Setback (Hinesburg Rd.) 57 ft. 30 ft. Min. Side Setback 10 ft. > loft. Min. Rear Setback 30 ft. > 30 ft. Max Building Height 35 ft. < 35 ft. ✓Zoning compliance * Waiver requested 1. The Board should discuss whether to grant the applicant's request for a waiver of 27 ft. to reduce the setback to 30 ft. from the 57 ft. required along Hinesburg Road. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. 2. The City of South Burlington Water Department shall review the plans for the subject project, prior to preliminary plat approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 3. The City Engineer shall review the plans prior to preliminary plat approval. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 13 28 636HinesburgRoad OBrien multi unit sketch.doc The applicant shall obtain preliminary wastewater allocation prior to final plat approval and final wastewater allocation prior to issuance of a zoning permit. 4. The applicant shall obtain preliminary wastewater allocation prior to final plat approval and final wastewater allocation prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 5. The applicant shall include sufficient site grading and erosion control plans as part of the preliminary plat application. 6. The proposed project shall adhere to standards for erosion control asset forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject lot is proposed via a driveway connecting to Wellesley Grove Road, a private road. The Wellesley Grove residential complex consists of 24 multi -family dwelling units and is served by a driveway off from Hinesburg Road. This proposal will add seven (7) additional units for a total of 31 multi- family units being served by the existing driveway. Section 15.12 (D) (3) of the LDRs lists the situations where private roadways are allowed. The current development exceeds the limit of nine (9) dwelling units and as a pre-existing condition may remain. The question for the Board to consider is whether the addition of seven (7) additional units would require the Wellesley Grove driveway to be upgraded to a public street. Z The Board should discuss whether the addition of seven (7) additional units would require the Wellesley Grove driveway to be upgraded to a public street. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no unique natural features on the site. There are no impact resources identified in the Open Space Strategy. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The applicant has not submitted building elevations so staff cannot make an assessment at this time. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. There are no significant open spaces on adjoining parcels. There are no nearby stream buffer areas. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 13 28 636HinesburgRoad OBrien multi unit sketch.doc The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The SBFD Chief provided the following comments to staff via email on 9/27/13: We have reviewed the sketch plans for this proposed development. We have the following concerns and/or recommendations. 1. Commercial structures and multifamily units will need fire protection plan review from the South Burlington Fire Marshal's office to review for compliance with the Vermont Fire and Building Safety Codes. 2. Sprinklers, fire alarms, and standpipes per the VFBSC. 3. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. 4. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. 5. Provide emergency key boxes, location to be specified by SBFD. 6. No gas or charcoal grills on outside porches. As this project progresses we will need to see more elaborate plans to include building size, height, and elevations. At this point, the project looks pretty straightforward. Should you need any further assistance on this project please feel free to contact me. 8. The applicant should adhere to the Chiefs comments and incorporate them as they move forward with further development of the project. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The project will connect to existing water, sewer and stormwater infrastructure and will not impact the extension of such services and infrastructure to adjacent landowners. The City's Stormwater Utility (SWU) Superintendent provided the following comments to staff on September 18tn: I reviewed the plans far the proposed Rye Property project located at 636 Hinesburg Road, dated July 31, 2013 with no revisions, and prepared Krebs & Lansing Consulting Engineers, Inc. I would like to offer the following review comments: 1. The applicant should consider including stormwater treatment and control for runoffgenerated from the proposed impervious surfaces. 9. The applicant should address the SWU Superintendent's comments in the preliminaryplat submittal. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The City Engineer shall review the preliminary plat plans and provide comments prior to approval of the preliminary plat application. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 13 28 636HinesburgRoad OBrien multi unit sketch.doc The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed subdivision of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications• The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Eighteen (18) parking spaces are proposed for the site. The minimum required is only sixteen (16). Two (2) handicap spaces are delineated while only one (1) is required. Staff feels there could be an opportunity to establish more green space in the eastern corner of the property by reducing the number parking spaces to the minimum required or by locating the proposed 2-4 raised garden beds noted in the applicant's Conditional Use application to the City Council under Interim Zoning. 10. The Board should discuss with the applicant why they wish to build more parking spaces than are required. Chapter 14.06 of the South Burlington Land Development Regulations states the following: Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re- used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all parking areas located to the side of building(s) at the building line shall not exceed one half of the width of all building(s) located at the building line. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 13 28 636HinesburgRoad OBrien multi unit sketch.doc Parking approved pursuant to 14.06(B)(2)(b) shall be exempt from this subsection. (d) For through lots, parking shall be located to the side of the building(s) or to the front of the building adjacent to the public street with the lowest average daily volume of traffic. Where a lot abuts an Interstate or its interchanges, parking shall be located to the side of the building(s) or to the front adjacent to the Interstate. Parking areas adjacent to the Interstate shall be screened with sufficient landscaping to screen the parking from view of the Interstate. The project proposes to locate parking behind the buildings to screen the parking from Hinesburg Road which is a public road. An existing cedar hedgerow on the eastern side of the property provides screening as well. A white fence along the northern edge of the property is proposed to remain in place (with some of it removed to accommodate the new access driveway) and would provide some screening from Wellesley Grove Road, a private road. Staff notes that should Wellesley Grove Road become a public road, then the property would be considered a corner lot and therefore the proposed parking lot would not be fully screened as the Wellesley Grove Road frontage would be considered a front yard. 11. The Board should discuss and provide guidance to the applicant as to whether additional screening of the parking lot is necessary along the northern edge of the property. Section 13.01(G) (5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. No bicycle racks are shown on the plans. 12. The applicant should detail the location of a bike rack(s) with its submission for preliminary plat approval. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The applicant has not provided building elevations but has indicated that the buildings would be lower than 35 ft. and would look similar to the existing townhouses in the area. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 13. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. 14. The applicant should submit architectural details, building elevations and a landscaping plan with the preliminary plat plans. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 13 28 636HinesburgRoad OBrien multi unit sketch doc 15. The applicant should submit architectural details, building elevations and a landscaping plan with the preliminary plat plans. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff feels the reservation of additional land is not warranted to provide an additional access to an adjoining property. The access drive for the project is proposed to intersect with the Wellesley Grove driveway approximately 50 feet from where the Wellesley Grove driveway intersects with Hinesburg Road. Staff recommends that the new driveway intersect with the Wellesley Grove driveway further to the north (approximately 100 ft.) thereby reducing the overall coverage and providing a safe point of access to the project's driveway. 16. The Board should discuss whether the project's driveway should be relocated further to the north. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). No dumpster facility is located on the sketch plan. 17. The applicant should note the location of trash and recycling facilities with its preliminary plat submission. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Landscaping budget requirements are to be determined pursuant to Section 13.06(G) (2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. 18. The applicant shall submit a landscape plan and budget in compliance with Section 13.06 of the SBLDR as part of the preliminary plat plan application. 19. The applicant should submit estimated construction costs with the preliminary plat application, so that the exact minimum landscaping requirement can be determined. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING SD 13 28 636HinesburgRoad OBrien multi unit sketch.doc Pursuant to Section 13.06(B) (4) of the Land Development Regulations, snow storage areas must be shown on the plans. No snow storage areas are delineated. 2a The applicant should note the location of snow storage areas with its preliminary plat application. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. 21. The applicant should submit a point -by -point lighting plan and cut sheets for the proposed light fixtures with its preliminary plat application. Other 22. The preliminary plat plans shall show all ground mounted HVAC units, generators, and utility cabinets. RECOMMENDATION Staff recommends that the applicant addresses the numbered items in the "Comments Section" of this document and present them to the Board before proceeding to any further plan review. Respectfully submitted, Raymond Belair, Administrative Officer Copy to: Andrew Gill, applicant I t 1- a,�.a ' 1 _ 1 Rye House Apartments Hinesburg Road Elevation PRELIMINARY CONCEPT DRAWING (Subject to Change) l gyp:. -_.4 _- I Tit - _ " —..err �_ '^r..��- _• O'Brien Brothers Agency Sept, 30, 2013 No Text South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 September 27, 2013 Mr. Ray Belair, Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Proposed 7 unit building project 636 Hinesburg Road Dear Ray: We have reviewed the sketch plans for this proposed development. We have the following concerns and/or recommendations. 1. Commercial structures and multifamily units will need fire protection plan review from the South Burlington Fire Marshal's office to review for compliance with the Vermont Fire and Building Safety Codes. 2. Sprinklers, fire alarms, and standpipes per the VFBSC. 3. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. 4. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. 5. Provide emergency key boxes, location to be specified by SBFD. 6. No gas or charcoal grills on outside porches. As this project progresses we will need to see more elaborate plans to include building size, height, and elevations. At this point, the project looks pretty straight forward. Should you need any further assistance on this project please feel free to contact me. Sincerely, Douglas S. Brent Fire Chief T AND MANAGEMENT VIA ELECTRONIC MAIL September 23, 2013 Mr. Raymond Belair, Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Re: Sketch Plan Review Application: Parcel 90860-00636, 636 Hinesburg Road Dear Mr. Belair, On August 9, 2013, O'Brien Brothers Agency, Inc., submitted a Sketch Plan Review Application as well as supporting documents and exhibits to the City of South Burlington (the "Application"), this Application is attached hereto as Exhibit A. As you know, this Sketch Plan Review is currently scheduled for October 1, 2013. Subsequent to the submission of the Application, site design and neighborhood considerations altered the Site Plan that was submitted to create two different buildings, and therefore changed the Application's project description. This letter is an Amendment to the Application: 1. Site Plan: The site plan has been amended to include a new driveway location as well as a different building footprints and building locations. These changes and other minor alterations are noted on the new site plan, attached as Exhibit B. 2. Lot Coverage: As a result of the new site plan, the lot coverage calculations have changed slightly. The new lot coverage is 52.3%, which is still below the allowed coverage of 60%. 3. Project Description: As a result of the site plan changes, the project description has changed. The Project, as referenced throughout the Application is now defined as follows: The planned redevelopment of the Parcel to become two structures, a four (4) unit and a three (3) unit multi -family dwelling, consisting of seven (7) total dwelling units on two separate foundations (the "Project"). Please know that other aspects of the August 9, 2013 application not mentioned above remain unchanged. We appreciate your patience and flexibility in relaying these changes to the board. Please let us know if you need any further information. Thank you. Sincerely, Andrew Gill, Project Coordinator Enclosures t T AND MANAGEMENT VIA ELECTRONIC MAIL September 18, 2013 Mr. Raymond Belair, Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Re: Sketch Plan Review Application: Parcel #0860-00636. 636 Hinesburg oad Dear Mr. Belair, Enclosed please find an executed certificate of service, as well as a copy of the notice that was mailed to each abutter. Please also note that the placard you provided is received and is with our staff to be hung at 636 Hinesburg Road tomorrow morning. We look forward to discussing this project on October 1 ". Thank you. Sincerely, Andrew Gill, Project Coordinator Enclosures TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning southburlington PLANNING & ZONING AGENDA South Burlington Development Review Board City Hall Conference Room, 575 Dorset Street, South Burlington, VT Tuesday, October 1, 2013 7:00 p.m. 1. Announcements 2. Continued preliminary & final plat application #SD-13-24 of Northeast Territories, Inc. for a planned unit development to construct a 25,781 sq. ft. contractor or building trades facility, 66 Bowdoin Street. 3. Sketch plan application #SD-13-28 of O'Brien Brothers Agency, Inc. for a planned unit development consisting of: 1) razing an existing single family dwelling, and 2) constructing a seven (7) unit multi- family dwelling, 636 Hinesburg Road. 4. Final plat application #SD-13-29 of Larry & Leslie Wil(iams"to amend a previously approved planned unit development consisting of a six (6) lot subdivision, The amendment consists of resubdividing the six (6) lots into 10 lots, 1630 Dorset Street. 5. Preliminary & final plat application #SD-13-27 of LNP, Inc. to amend a previously approved plan for a 26,280 sq, ft. mixed use commercial/industrial building with an umbrella approval. The amendment consists of a planned unit development to construct a new 14,000 sq. ft. building with its own umbrella approval for a mixture of potential commercial/industrial uses, 27 Commerce Avenue. 6. Site plan application #SP-13-47 of Robert & Sheila Rochefort to amend a previously approved plan for a 7,470 sq. ft. auto service & repair facility in two (2) buildings consisting of 5,018 sq. ft. & 2,452 sq. ft. The amendment consists of: 1) constructing a 3,000 sq. ft. addition to the 5,018 sq. ft. building and 2) removing an 826 sq. ft. storage building attached to the 2,452 sq. ft. building, 1877 Williston Road. 7. Minutes of March 5, July 16, August 20, September 3 and 17, 2013. 8. Other business. Respectfully Submitted, CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this ] day of &ekrn , 20L3 , a copy of the foregoing public notice for 9 _ ]type of application] # SD i3-47, [application number], was sent by U.S. mail, 140stage 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: Charles and Elizabeth Cerasoli Unit 1 630 Hinesburg Road South Burlington, VT 05403 Nancy Blodgett Unit 2 630 Hinesburg Road South Burlington, VT 05403 Quentin and Leah Novinger Unit 3 630 Hinesburg Road South Burlington, VT 05403 Gail Stevenson Unit 4 630 Hinesburg Road South Burlington, VT 05403 Patricia Lilienthal Unit 5 630 Hinesburg Road South Burlington, VT 05403 Joyce Trust and Kenneth Perrotte Unit 6 630 Hinesburg Road South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 Karen Barrett Unit 7 630 Hinesburg Road South Burlington, VT 05403 Elwin Trustees and Monika Hooper Unit 8 630 Hinesburg Road South Burlington, VT 05403 Brenda and John Pfeifer Unit 9 630 Hinesburg Road South Burlington, VT 05403 Patricia Livingston Unit 10 630 Hinesburg Road South Burlington, VT 05403 Kim Swain Unit 11 630 Hinesburg Road South Burlington, VT 05403 Theresa and Walter Labounty Unit 12 630 Hinesburg Road South Burlington, VT 05403 Scott Walker Unit 13 630 Hinesburg Road South Burlington, VT 05403 Robert Fair Jr. Unit 14 630 Hinesburg Road South Burlington, VT 05403 Stephen D and Scott D Ireland Unit 15 630 Hinesburg Road South Burlington, VT 05403 South Burlington Sample Certificate of Service Form, Rev. 1-2012 Dave Hetal Unit 16 630 Hinesburg Road South Burlington, VT 05403 Mary Trust and Richard Lew Unit 17 630 Hinesburg Road South Burlington, VT 05403 Hazel G Stanley Life Estate Unit 18 630 Hinesburg Road South Burlington, VT 05403 Allen Smith Unit 19 630 Hinesburg Road South Burlington, VT 05403 Nan Daudelin Unit 20 630 Hinesburg Road South Burlington, VT 05403 Nancy Masino Unit 21 630 Hinesburg Road South Burlington, VT 05403 Robert Cunningham Unit 22 630 Hinesburg Road South Burlington, VT 05403 Joan Wulfson Unit 23 630 Hinesburg Road South Burlington, VT 05403 Susan Struble Unit 24 630 Hinesburg Road South Burlington, VT 05403 South Burlington SampleCertiTcate of Service Form. Rev, 1-2012 Xuejia Miao 08 Stonington Circle South Burlington, VT 05403 Joan M Trust Coady 10 Stonington Circle South Burlington, VT 05403 Martina Kacer 18 Stonington Circle South Burlington, VT 05403 Jill Kenneson 20 Stonington Circle South Burlington, VT 05403 Robert Cochrane 37 Stonington Circle South Burlington, VT 05403 Holly Eckerson 39 Stonington Circle South Burlington, VT 05403 Bernadette and James Caffrey 41 Stonington Circle South Burlington, VT 05403 Jiho Kim 43 Stonington Circle South Burlington, VT 05403 South Burlington Sample Certificate ofService Form, Rev. 1-2012 Sunder Bharadwajan 45 Stonington Circle South Burlington, VT 05403 Marie and Jay Keller 47 Stonington Circle South Burlington, VT 05403 Parvin Shahriari Trust 49 Stonington Circle South Burlington, VT 05403 Jeannette and Donald Pierce Jr. 51 Stonington Circle South Burlington, VT 05403 Pennsco Trust Co. 53 Stonington Circle South Burlington, VT 05403 Mira Dandrudge 55 Stonington Circle South Burlington, VT 05403 Sandra and Manfred Gurowski 56 Stonington Circle South Burlington, VT 05403 Mara and Kerin Richmond 58 Stonington Circle South Burlington, VT 05403 Barbara Kerri and Joseph Cornell 64 Stonington Circle South Burlington, VT 05403 South Burlington Sample Certificate of Service Form„ Rev, 1-2012 Donna Hale 78 Stonington Circle South Burlington, VT 05403 Anne Roberts 80 Stonington Circle South Burlington, VT 05403 Mary Kanard 88 Stonington Circle South Burlington, VT 05403 William Gentes 89 Stonington Circle South Burlington, VT 05403 James Polli 90 Stonington Circle South Burlington, VT 05403 Kathleen Mackin 91 Stonington Circle South Burlington, VT 05403 Pennsco Trust Co 99 Stonington Circle South Burlington, VT 05403 Margaret and Marc Faucher 101 Stonington Circle South Burlington, VT 05403 Jeanninie Stover 108 Stonington Circle South Burlington, VT 05403 South Burlington Sample Certificate ofScrvice Form. Rev. 1-2012 Jenkins and Jackson, LLC 110 Stonington Circle South Burlington, VT 05403 John Roland 117 Stonington Circle South Burlington, VT 05403 Dipti and Kapilkumar Patel 119 Stonington Circle South Burlington, VT 05403 Richard Estabrook 120 Stonington Circle South Burlington, VT 05403 Alan Lesage 122 Stonington Circle South Burlington, VT 05403 Tamara Perelman 08 Stonington Circle South Burlington, VT 05403 131 Stonington Circle, LLC 131 Stonington Circle South Burlington, VT 05403 Bernadette Eddy 133 Stonington Circle South Burlington, VT 05403 Jean W. Painter 135 Stonington Circle South Burlington, VT 05403 South Burlington Sample Cerlificate of Service Form. Rev. 1-2012 Nadmi and Nicholas Parent 137 Stonington Circle South Burlington, VT 05403 Betty and Frank Bouchette 139 Stonington Circle South Burlington, VT 05403 Kim Hyun Tae and Kee Kyung 141 Stonington Circle South Burlington, VT 05403 Taras Lakoba 143 Stonington Circle South Burlington, VT 05403 John Dames 145 Stonington Circle South Burlington, VT 05403 Lois M. Whitney 151 Stonington Circle South Burlington, VT 05403 Claire McCabe 158 Stonington Circle South Burlington, VT 05403 Mauro Rachel M Trust 160 Stonington Circle South Burlington, VT 05403 Goehlert Uwe and Ellen L 167 Stonington Circle South Burlington, VT 05403 South Burlington Sample Certificate ofService Form. Rev. 1-2012 Shi Yun 168 Stonington Circle South Burlington, VT 05403 Alexis B Ressler 169 Stonington Circle South Burlington, VT 05403 Llamos Charles T And Karen M Trust 170 Stonington Circle South Burlington, VT 05403 CPA Partnership, LLP 1855 Williston Road South Burlington, VT 05403 Dated at �4yh (-3o-f to�vnk ty], Vermont, this day of &,- , 20 Printed Name: Phone number and email: Signature: Date: Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. 1-2012 } I LANDSCAPE REVIEWS 9/13/13 636 Hinesburg Rd: No landscaping shown on plan Williams Subdivision 1630 Dorset St: • Red Maple is an acceptable species provided that soil tests show a pH of 6.5 or lower, otherwise trees will suffer manganese deficiencies and another species should be selected(results of soil test should be documented) Lot 40 Ethan Allen Farms Industrial Pk Heartwood Landscaping • Recommend identifying existing tree species on plan. If existing deciduous trees are maples, I'd recommend planting something other than maple to diversify species on site Landscaping Specifications; • Fertilizer rates should specify amounts of nitrogen, phosphorous and potassium being applied. The recommended rate of 500 pounds per acre is meaningless without a fertilizer analysis being specified • Rates of lime being applied should be based on soil tests in order to achieve optimum pH Robert and Sheila Rochefort Vermont Tire Landscape plan is acceptable as is �PA� .. 6�11 southburlington PLANNING & ZONING Permit Number SD-6 Z) (office use ly) APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) O'Brien Brothers, LLC. 1855 Williston Road, South Burlington, Vermont 05403-6070 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) el(o {'3. 2 S;�8 3) APPLICANT (Name, mailing address, phone and fax #) O'Brien Brothers, Agency, Inc. 1855 Williston Road, South Burlington, Vermont 05403-6070 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Applicant is developing the property on behalf of Owner for a fee. 5) CONTACT PERSON (Name, mailing address, phone and fax #) Andrew Gill, Project Coordinator 1855 Williston Road, South Burlington 05403-6070. Phone: (802) 658-5000 5a) CONTACT EMAIL ADDRESS andrew@obrienbrothersagency. com 6) PROJECT STREET ADDRESS: 636 Hinesburg Road, South Burlington, VT 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0 8 6 0 - 0 0 6 3 6 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): See attached letter. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com b) Existing Uses on Property (including description and size of each separate use) See attached letter c) Proposed Uses on property (include description and size of each new use and existing uses to remain) See attached letter d) Total building square footage on property (proposed buildings and existing buildings to remain) See attached letter e) Proposed height of building (if applicable) Less than 35 0 Number of residential units (if applicable, new units and existing units to remain) 7 units g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) See attached letter 9) LOT COVERAGE a) Building: Existing 8.3 % b) Overall (building, parking, outside storage, etc) Existing 14.1 c) Front yard (along each street) Existing - 9 % Proposed 19.9 Proposed 44.6 % Proposed -9 % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) None. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) The project will utilize existing connections to City facilities. 2 Sketch Plan Application Form. Rev. 12-2011 12) ESTIMATED PROJECT COMPLETION DATE Fall 2014 13) PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I I " x 17"), and one digital (PDF-format) copy of the plans must be submitted. The application fee shall be paid tQ� the City at the time of submitting the application. See the City fee schedule for details. 2 '1 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. IGN RE�OfF APPLI SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewe this sketch plan application and find it to be: Complete ❑ Incomplete ministrafiive Officer The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 8 79-56 76 to speak with the regional Permit Specialist, Sketch Plan Application Form Rev 12-2011 ENT AND MANAGEMENT kow,. VIA HAND -DELIVERY August 9, 2013 Mr. Raymond Belair, Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Re: Sketch Plan Review Application: Parcel #0860-00636; 636 Hinesburg Road Dear Mr. Belair, Attached as Exhibit A, please find a complete City of South Burlington, Planning and Zoning Application for Subdivision Sketch Plan Review, for a Planned Unit Development on an existing 0.63 acre parcel located at 636 Hinesburg Road, South Burlington, Vermont (the "Parcel"). This applications seeks the input of the South Burlington Development Review Board (the "Board"), on the planned redevelopment of the Parcel, to become a seven (7) unit multi- family dwelling (the "Project"). The details of the Project and its compliance with the City of South Burlington Land Development Regulations, adopted on May 12, 2003 and amended on May 7, 2012 (the "Regulations"), the Interim Zoning Bylaw, adopted February 21, 2012 (the "Interim Bylaw"), and the Interim Zoning Development Review Process dated May 18, 2012 (the "Review Process"), are outlined below. We kindly request that you schedule a Sketch Plan Review (in accordance with the Regulations), at your earliest opportunity. This letter and the attached plans should provide sufficient information for the Board in review of the attached application. Requisite plans, fees and digital copies are also included herein, along with the names and addresses of adjacent property owners, as required. I. Project Details: The Parcel is owned by O'Brien Brothers, LLC. O'Brien Brothers LLC has contracted with the O'Brien Brothers Agency, Inc. ("OBBA") for the development of the Parcel. The Parcel is an existing 0.63 acre single family lot, with a vacant single family structure, located adjacent to Hinesburg Road in the R12 Zoning District. The Parcel is served by an existing driveway that enters the Parcel from Wellesley Grove road. An existing white fence provides a visual barrier for the Project from Wellesley Grove. Per the Regulations, multi -family dwellings are permissible in the R12 district, within a Planned Unit Development, and the allowed development density in the R12 district is one South Burlington Development Review Board August 9, 2013 As outlined on the Site Plan, OBBA proposes the construction of eighteen (18) parking spaces as part of the Project. This is more than the minimum, and should facilitate more than adequate parking for residents. ii. In addition to the amount of parking required, 15.02(A)(4)(c) of the Regulations requires compliance with the conditional use parking requirements listed at 14.06(B)(2). This requires that parking be located in the rear of the building, such that it is not visible from the City street. Given this, and as shown on the Site Plan, parking for the Project is located in the rear of the building. In addition, please note that the parking area as proposed on the Site Plan is currently screened from view by an existing cedar hedgerow on the eastern side of the property. This hedgerow will remain in place. Furthermore, the few spaces that could potentially be visible from Hinesburg Road will be screened by existing large trees that will remain. The white fence currently screening the property will remain, though a section of it may be removed to accommodate the new driveway entrance. d. Setbacks: Per Section 3.06(B)(1) of the Regulations the required front yard setback on Hinesburg Road is 50 feet from the edge of the planned right of way. This setback is drawn in red on the Site Plan. As you see, the Project proposes building construction within this setback, and OBBA is requesting a waiver of this particular setback requirement as part of PUD approval. Specifically, OBBA is requesting the use of the standard 30' front yard setback for the Project. The reasons for this request are as follows: i. With the restriction of the location of parking (back yard only), the additional setback renders over 1/3 of the lot non -buildable (no parking or building). This makes the construction of a dense residential development (which is the goal of the R12 district), impossible. It is OBBA's belief that the intent of making multi -family permissible via a PUD is to allow for this type of flexibility in accomplishing the goals of the R12 district, dense residential development near City Center. ii. Currently, the multi -family use immediately adjacent to the Parcel (south east) has a setback that is less than what is required by the Regulations. We propose a similar setback for the Project, which will be in keeping with adjacent uses. South Burlington Development Review Board August 9, 2013 iii. Lastly, the City is currently developing Form -Based Code regulations that will likely discourage large setbacks throughout the City in all districts. While this project is moving forward under current and interim zoning, we recognize that the trend in the City is moving away from large setbacks. As further outlined in an application to the City Council for Conditional Use Approval under Interim Zoning (attached hereto as Exhibit C), one of the four Interim Bylaw criteria for allowing development to proceed is that the development is not contrary to the adoption of Form -Based Code. Given this, we suggest that the requested, modest, setback waiver (which is in keeping with the idea of Form -Based Code), be approved. While the proposed front yard setback is different than what is required. The Site Plan does illustrate full compliance with current applicable rear and side -yard setbacks. III. Conclusions: As outlined above, OBBA intends to construct a Project that will increase the City's housing stock and tax base, and make use of an existing parcel, currently underutilized at a prominent intersection in the City. Provided that the attached Site Plan and the above -referenced items are acceptable to the Board, OBBA will move forward quickly bringing a complete application as soon as possible. We look forward to discussing this project. Thank you. Enclosures Sincerely, Andrew Andrew Gill, Project Coordinator 11 J Exhibit A Please see the attached Application for Subdivision Sketch Plan Review Exhibit B Please see the attached Site Plan Exhibit C Please see the attached letter A N D M A N A G E M E N T VIA HAND -DELIVERY August 9, 2013 Mr. Raymond Belair, Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Re: Conditional Use Application: Parcel #0860-00636. 636 Hinesburg Road Dear Mr. Belair, Attached as Exhibit A, please find a complete Conditional Use Application for the City Council Under Interim Bylaws, for a Planned Unit Development on an existing 0.63 acre parcel located at 636 Hinesburg Road, South Burlington, Vermont (the "Parcel"). This application seeks the input of the South Burlington City Council (the "Council") on the planned redevelopment of the Parcel, to become a seven (7) unit multi -family dwelling (the "Project"). The details of the Project and its compliance with the City of South Burlington Land Development Regulations, adopted on May 12, 2003 and most recently amended on May 7, 2012 (the "Regulations"), the Interim Zoning Bylaw, adopted February 21, 2012 (the "Interim Bylaw"), and the Interim Zoning Development Review Process, May 18, 2012 (the "Review Process"), are outlined below. We kindly request that you schedule a review by the Council (in accordance with the Interim Bylaw and the Review Process), to confirm that the Project is in compliance with the Regulations and the Interim Bylaw. This letter and the attached plans should provide sufficient information for the Council in review of the attached application. Requisite plans, fees and digital copies are also included herein, along with the names and addresses of adjacent property owners, as required. I. Project Details: The Parcel is owned by O'Brien Brothers, LLC. O'Brien Brothers LLC has contracted with the O'Brien Brothers Agency, Inc. ("OBBA") for the development of the Parcel. The Parcel is an existing 0.63 acre single family lot, with a vacant single family structure, located adjacent to Hinesburg Road in the R12 Zoning District. The Parcel is served by an existing driveway that enters the Parcel from Wellesley Grove. An existing white fence provides a visual barrier for the Project from Wellesley Grove. Per the Regulations, multi -family dwellings are permissible in the R12 district, within a Planned Unit Development, and the allowed development density in the R12 district is one 1 South Burlington Development Review Board August 9, 2013 dwelling unit per 3,500 square feet of lot area. Given this, the available density for the parcel is seven (7) dwelling units: Multi - Parcel Parcel Family Minimum Units Available Size (s ft District Allowed Lot Size for Construction 27,442 R12 Yes 3,500 7 As outlined on the site plan (multiple copies of which are included per the Review Process) attached as Exhibit B (the "Site Plan"), the Project proposes the complete removal of the existing structure and current parking area, and the construction of a new 6,000-7,000 square foot building, with associated parking and pedestrian facilities. II. Compliance with Parking, Height, Lot Setbacks and Lot Coverage The following relate to compliance with dimensional, lot coverage and parking standards in the Regulations: a. Height: The maximum allowable building height in the R12 district is 35', which could accommodate up to a 3 story building. The proposed structure will be two stories, and will be less than the maximum allowable height. Architectural renderings will be provided as part of future permit hearings, but we do not have drawings at this time. It is expected that the apartment will be of similar construction to the townhouse style homes already constructed in the area. b. Lot Coverage: Per Appendix C of the regulations, the allowable lot coverage for the R 12 district (which includes pavement), is 60%. Per the Site Plan, the total lot coverage for this project will be 44.6%. In compliance with the allowed coverage. c. Parking: Per Article 13 table 13-1, a multi -family dwelling requires two spaces per unit, plus one additional space for every four units. Given this, the parking requirements for the Project are summarized in the below table: Dwelling Units 7 Required Parking 15 Provided Parking 18 2 South Burlington City Council August 9, 2013 dwelling unit per 3,500 square feet of lot area. Given this, the available density for the parcel is seven (7) dwelling units: Multi - Parcel Parcel Family Minimum Units Available Size s ft District Allowed Lot Size for Construction 27,442 R12 Yes 3,500 7 As outlined on the site plan (multiple copies of which are included per the Review Process) attached as Exhibit B (the "Site Plan"), the Project proposes the complete removal of the existing structure and current parking area, and the construction of a new 6,000-7,000 square foot building, with associated parking and pedestrian facilities. For further information with regard to compliance with the Regulations, please see the application to the Development Review Board for Sketch Plan Review, attached hereto as Exhibit C. II. Compliance with the Interim Bylaw and the Review Process: Per the Review Process, the standards for review of Interim Zoning Conditional Use Applications are: (i) "the project overcomes the presumption that such development will or could be contrary to the permanent bylaws that the City ultimately adopts;" and, (ii) the proposed development "will not result in an undue adverse effect on the six criteria listed in Section VI of the Interim Bylaw." Compliance with both are addressed below. a. Project Not Contrary to Permanent Bylaws the City Will or Could Adopt (including four specific criteria outlined in the Review Process): i. Adoption of Form -based code. Currently the City of South Burlington is working toward the adoption of Form -Based Code for the entire city. Based on discussions with regard to the City Center, and general knowledge of Form -Based Code, the new bylaws that the City develops will likely encourage street -oriented dense developments within areas close to City Center (growth areas). The R12 district will no doubt be considered a growth area where such dense development will be encouraged, as it is currently considered to be a growth area. As noted on the Site Plan, OBBA proposes the construction of a street - oriented building, with an attractive and glazed fagade, that will sit only 30 feet from Hinesburg Road. Furthermore, and in an effort to maximize compliance with the adoption of Form -Based Code, OBBA has requested a setback waiver from the Development Review Board, to enable the structure South Burlington City Council August 9, 2013 to be built thirty (30) feet from the road, as there is no doubt the current setback (over 60 feet) is contrary to the principles of Form -Based code. Though it is difficult to state with certainty what the future will bring, based on a general awareness of the City's ongoing discussions with regard to Form - Based Code, OBBA believes that the proposed development will be congruous with new regulations, once developed. ii. Support of Sustainable Agriculture. While this disconnected, pre-existing 0.63 acre parcel is not capable of any sort of large agricultural contribution for the community, OBBA does believe that it is desirable for residents to have the ability to grow their own food (in a limited and reasonable sense for the location), and this is part of developing sustainable agriculture. Given this, OBBA will, as part of the Project, install 2-4 raised garden beds (quantity to be based on use by the tenants). This will provide residents with the option of producing some food, and contributing to local food production. We have installed similar gardens across the street at Country Park (Section 8 Multi -family Housing), and the project has been very successful. Residents have fully planted all the gardens and enjoy the ability to use the space, and to grow their own food. iii. Support of Conservation of Open Space. The conservation of open space is important to the community and OBBA recognizes this. However, the Parcel is not a significant open space that is used by the community. By completing the redevelopment of the Parcel, OBBA will provided needed housing for the community, without utilizing any significant or attractive open space that currently exists in the community. In this way, through this infill project, OBBA will help to support the conservation of open space, through the full development of an existing underutilized building site. iv. Support of promotion of housing for people of all incomes and stages of life. As currently proposed, the Project would construct seven market rent apartments. In this scenario, the Project will increase the City's housing stock, which should help to stabilize rents, and (in concert with other development) drive down the cost of housing in the long term. On a simplistic level, a large supply will drive down cost, increasing accessibility. As proposed, the project can contribute to this overall strategy. 3 South Burlington City Council August 9, 2013 At this time, the City has no inclusionary requirements as part of the Regulations or the Interim Bylaw. There are however density bonuses provided in the Regulations, for 25% and 50% affordable units. OBBA has analyzed the costs of these scenarios (with rents at 65% of median income), and has determined that these scenarios are not financially viable for the Project. The reason for this is mostly due to the small-scale nature of the Project. Were the Project bigger, a density bonus might make more of a difference financially. Because OBBA is dedicated to the construction of affordable units (and is currently the operator of numerous such units in South Burlington), we welcome further discussion of development of affordable housing as part of the Project, however given the scale of this project, the inclusion of such units does not appear financially sound or viable. This is not likely to change under new zoning. b. Proiect Will Not Result in an Undue Adverse Effect on the Six Criteria: The six criteria of the Interim Bylaw, and the Project's compliance with each are as follows: i. The capacity of existing or planned community facilities, services or lands. The project proposes the construction of seven (7) dwelling units on an existing parcel that is surrounded by dense development. The lands proposed for use are currently in residential use and private ownership and therefore the continued use for residential does not pose any undue adverse effect on the City. It is anticipated that the City sewer system can easily accommodate the addition of seven (7) dwelling units. ii. The existing patterns and uses of development in the area. As described above, the proposed use is very compatible with existing surrounding uses. Currently this area is the site of multi -family development. The Project proposes additional multi -family development. The project will not result in an undue adverse effect on the patterns of development in the area. Traffic on roads and highways in the vicinity. The project fronts on an arterial connector road. It is not anticipated that the additional trips created by the addition of seven (7) dwelling units will have an undue adverse effect on traffic within South Burlington. 0 South Burlington City Council August 9, 2013 iv. Significant natural resource areas and sites. The Project is proposed on an existing single family lot that is less than one (1) acre is size. No significant natural resources or scenic views will be affected by the project. Given this, it is not anticipated that the Project will have an undue adverse effect on any significant natural resources, areas, and sites. V. Utilization of Renewable Energy Resources: Being less than one acre this site poses no real potential as a valuable asset for the development of renewable energy resources. The Project will therefore have no undue adverse effect of the utilization of such resources by the community. vi. Municipals plans, bylaws and ordinances in effect. As detailed throughout this application, the Project is in compliance with all municipal plans and regulations that are currently in effect. III. Conclusions: As outlined above, OBBA intends to construct a Project that will increase the City's housing stock and tax base, and make use of an existing parcel, currently underutilized at a prominent intersection in the City. Provided that the attached Site Plan and the above -referenced items are acceptable to the Council, OBBA will move forward quickly bringing a complete application to the DRB. We look forward to discussing this project. Thank you. Sincerely, Enclosures Andrew Gill, Project Coordinator Exhibit D Please see the attached mailing addresses Adjacent Properties of 636 Hinesburg Road South Burlington, Vermont Name Address urqtt#. Street CERASOLI CHARLES & ELIZABETH 630 U01 HINESBURG RD BLODGETT NANCY 630 UO2 HINESBURG RD NOVINGER LEAH & QUENTIN 630 UO3 HINESBURG RD STEVENSON GAIL B 630 U04 HINESBURG RD LILIIENTHAL PATRICIA ANN 630 U05 HINESBURG RD PERROTTE KENNETH & JOYCE TRUST 630 U06 HINESBURG RD BARRETT KAREN M 630 U07 HINESBURG RD HOOPER MONIKA & ELWIN TRUSTEES 6.30 U08 HINESBURG RD PFEIFER JOHN C & BRENDA S 630 U09 HINESBURG RD LIVINGSTON PATRICIA 630 U10 HINESBURG RD SWAIN KIM 630 U11 HINESBURG RD LABOUNTY WALTER P & THERESA E 630 U12 HINESBURG RD WALKER SCOTT E 630 U13 HINESBURG RD FAIR ROBERT E JR 630 U14 HINESBURG RD IRELAND SCOTT D & STEPHEN D 630 U15 HINESBURG RD DAVE HETAL 630 U16 HINESBURG RD LEW RICHARD R & MARY W TRUST 630 U17 HINESBURG RD STANLEY HAZEL G LIFE ESTATE 630 U18 HINESBURG RD SMITH ALLEN R 630 U19 HINESBURG RD DAUDELIN NAN 630 U20 HINESBURG RD MASINO NANCY A 630 U21 HINESBURG RD CUNNINGHAM ROBERTJ 630 U22 HINESBURG RD WULFSON JOAN L 630 U23 HINESBURG RD STRUBLE SUSAN D 630 U24 HINESBURG RD MIAO XUEJIA 8 STONINGTON CIRCLE COADYJOAN M TRUST 10 STONINGTON CIRCLE KACER MARTINA 18 STONINGTON CIRCLE KENNESON JILL 20 STONINGTON CIRCLE COCHRANE ROBERT 37 STONINGTON CIRCLE ECKERSON HOLLY 39 STONINGTON CIRCLE CAFFREYJAMES F & BERNADETTE H 41 STONINGTON CIRCLE KIM JIHO 43 STONINGTON CIRCLE BHARADWAJAN SUNDER 45 STONINGTON CIRCLE KELLER JAY E & MARIE C 47 STONINGTON CIRCLE SHAHRIARI PARVIN TRUST 49 STONINGTON CIRCLE PIERCE DONALD S JR & JEANNETTE 51 STONINGTON CIRCLE PENNSCO TRUST CO 53 STONINGTON CIRCLE DANDRUDGE MIRA B 55 STONINGTON CIRCLE GUROWSKI MANFRED & SANDRA J 56 STONINGTON CIRCLE RICHMOND KERIN R & MARA L 58 STONINGTON CIRCLE CORNELL JOSEPH W BARBARA J KERR L 64 STONINGTON CIRCLE HALE DONNA B 78 STONINGTON CIRCLE ROBERTS ANNE Y 80 STONINGTON CIRCLE KANARD MARY E 88 STONINGTON CIRCLE GENTES WILLIAM L 89 STONINGTON CIRCLE POLLI JAMES 90 STONINGTON CIRCLE Adjacent Properties of 636 Hinesburg Road South Burlington, Vermont MACKIN KATHLEEN A PENNSCO TRUST CO FAUCHER MARC R & MARGARETA STOVER JEANNINIE G JENKINS & JACKSON, LLC ROLAND JOHN PATEL KAPILKUMAR N & DIPTI ESTABROOK RICHARD M LESAGE ALAN PERELMAN TAMARA 131 STONINGTON CIRCLE LLC EDDY BERNADETTE PAINTER JEAN W PARENT NICHOLAS P & NADMI L BOUCHETT FRANK & BETTY KIM HYUN TAE & KEE KYUNG LAKOBA TARAS DAMES JOHN A WHITNEY LOIS M MCCABE CLAIRE MAURO RACHEL M TRUST GOEHLERT UWE G & ELLEN L SHI YUN RESSLER ALEXIS B LIAMOS CHARLES T & KAREN M TRUST 91 STONINGTON CIRCLE 99 STONINGTON CIRCLE 101 STONINGTON CIRCLE 108 STONINGTON CIRCLE 110 STONINGTON CIRCLE 117 STONINGTON CIRCLE 119 STONINGTON CIRCLE 120 STONINGTON CIRCLE 122 STONINGTON CIRCLE 129 STONINGTON CIRCLE 131 STONINGTON CIRCLE 133 STONINGTON CIRCLE 135 STONINGTON CIRCLE 137 STONINGTON CIRCLE 139 STONINGTON CIRCLE 141 STONINGTON CIRCLE 143 STONINGTON CIRCLE 145 STONINGTON CIRCLE 151 STONINGTON CIRCLE 158 STONINGTON CIRCLE 160 STONINGTON CIRCLE 167 STONINGTON CIRCLE 168 STONINGTON CIRCLE 169 STONINGTON CIRCLE 170 STONINGTON CIRCLE No Text i � 51'A ' i OE-1EI OPM ENT AND MANAGEMENT VIA ELECTRONIC MAIL AND U.S. MAIL February 7, 2014 South Burlington City Council C/O Mr. Raymond Belair, Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Re: Interim Zoning Application #IZ-13-06, 636 I-iinesburg Road. South Burlington. Vermont Dear Council Members, We appreciate your consideration of Application #IZ-1.3-06 last fall. At this time, given the pending expiration of Interim Zoning, we formally withdraw our application, and request that any future public hearings related to #IZ-13-06, be cancelled. Please contact our office with any questions or concerns. Thank you. Sincerel. Larry Michaels, Chief Operating Officer Public Sign -In October 21, 2013 City Council Meeting at the High School Library Please Print Name 2us�� �'Cc�,�►� 3 wtap.- ! ' 12 13 14�L� Gttu��e�,-• 1 15 16� Name Name 18 35 19 Noi-Uon ohI5e 20 , S 21 U)J 22 .�C .� .%qth b-h uy� 23 24 25 26 27 28 29 30 31 32 33 36 37 38 39 '"Fo K 17 - t-:� —0 . y 630 4AV '40�i 41 Cp1 42 70"4 `7 , 43 44 45 46 47 48 49 50 17 34 51 south ur o PLANNING & ZONING PUBLIC HEARING SOUTH BURLINGTON CITY COUNCIL The South Burlington City Council will hold a public hearing at the South Burlington Community Library, 540 Dorset Street, South Burlington, Vermont on October 21, 2013 at 7:00 P.M. to consider the following: Interim zoning application #IZ-13-06 of O'Brien Brothers Agency, Inc. for a planned unit development consisting of: 1) razing an existing single family dwelling, 2), constructing a three (3) unit multi -family dwelling, and 3) constructing a four (4) unit multi -family dwelling, 636 Hinesburg Road. Pam Mackenzie, Chair South Burlington City Council A copy of the application is 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. Please note that this notice is revised from that which was noticed on September 26, 2013. October 3, 2013 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com ........._.-_ .._................. theOther Paper • www_.otherpapervt.com • October 3, 2013 • 19 s sli fieds SONALASSISTANT AFFORDABLE APARTMENTS to do cleaning, faun- Pines Senior Living Community in South. -onng, organizing of Burlington offers 1 & 2 closets, run errands, bedroom apartments: appointments, what- you need help with. Rent includes all utilities. Optional living and i yea is speciality! health services. Community tour everyWednesday i years off p professional at 12:30 p.m. Tment including hotel 865-1109 :ment, administration, )ersonal assistance. all802-893-0596 TIRES: 4 Hankook D a ro A.S. �71 p raised letters on fancy alloy rims, size p265-70R17, great shape, asking with 4 chairs,$450; antique $400 OBO 802-862-5471. (09/26) 85; antique rocking chair, WgIlriMME11101111111 k, paid $230, asking $85. 7614. (09/26) Iff JRE: Solid Oak Pedestal 5TH WHEEL: 37 foot 5th Wheel, :h 2 leaves and 4 chairs, currently set up in Colchester Camp �sign, rustic country style, Ground. Great summer home, k5902 (09/26) pristine condition. 2 slides, oak cabinets, rain shields. Buy in place 'LANTS: Variety of pot- for $15,000 or pull off lot for $14,000 plants for a great price, 802 777-9200 (09/19) each. call or text343-0065. 2004 SIENNA MINIVAN: 128,000 miles in very good condition. Main- 3itachi drill, books, poi tained by Heritage Toyota & in- s, large Coleman por- cludes a remote car starter. Carfax ler, gardening materials, available. $8,800. glenn@glen- s women's sz 8, bicycle nmoodyphotography.com. (09/19) nd helmet, clothing, hu- ,inksys router, ergonomi- 1978 LINCOLN TOWN CAR: 460V8, mt keyboard, W's Invicta 56,000 miles, $900, OBO. 802-863- fice items, folding table, 6889 (09/26) ,alker, Kodak easy share sera Z1275. Call 355-5388 2005 VOLVO XC90 SUV, Silver w/ Black leather interior, Auto, AWD, 3rd Row Seating, Power Sunroof, OWER• Self-propelled Roof Rack, Power everything, Heat - mower, like new, $25. call ed Seats, Automatic Headlights, (9 / 19) PUBLIC HEARING SOUTH BURLINGTON CITY COUNCIL The South Burlington City Council will hold a public hearing at the South Burlington Community Library, 540 Dorset Street, South Burlington, Vermont on October 21, 2013 at 7:00 P.M. to consider the following: Interim zoning application #IZ-13-06 of O'Brien Brothers Agency, Inc. for a planned unit development consisting of: 1) razing an existing single family dwelling, 2), constructing a three (3) unit multi -family dwelling, and 3) constructing a four (4) unit multi- family dwelling, 636 Hinesburg Road. Pam Mackenzie, Chair South Burlington City Council A copy of the application is 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. Please note that this notice is revised from that which was noticed on September 26, 2013. October 3, 2013 Premium Sound Sys. w/Multi-CD changer & rear -seat audio controls. One owner, dealer maintained. 139K miles, $8500. 658-4272, if interested. (09/26) 1998 FORD EXPLORER XLT: Vehicle has 175k miles, light -bar, new muffler and exhaust, new tires and alignment. Inspected until April 2014. Needs brakes. After market stereo with a 1000W amp already mounted. $2,300 or Best Offer. 802-318-7355(10/03) )TLIGHT LAMP: Adjust- I s Classifieds I rmmi►11/1 rn > with M&M charm+,.tee TO: South Burlington property owners SUBJECT: Application before the City Council for an abutting property The enclosed City Council public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (802) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning PUBLIC HEARING SOUTH BURLINGTON CITY COUNCIL The South Burlington City Council will hold a public hearing at the South Burlington Community Library, 540 Dorset Street, South Burlington, Vermont on October 21, 2013 at 7:00 P.M. to consider the following: Interim zoning application #IZ-13-06 of O'Brien Brothers Agency, Inc. for a planned unit development consisting of: 1) razing an existing single family dwelling, 2), constructing a three (3) unit multi -family dwelling, and 3) constructing a four (4) unit multi -family dwelling, 636 Hinesburg Road. Pam Mackenzie, Chair South Burlington City Council A copy of the application is 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. Please note that this notice is revised from that which was noticed on September 26, 2013. October 3, 2013 S75 Dorset Street South Burlington, VT 05403 tel 802,846,4106 fax 802 846.4101 www sburl corn CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this Z- day of Q cA- , 201 � , a copy of the foregoing public notice for Zoo(, [type of application] # % Z -IS-oL [application number], was sent by U.S. mail, postage p?epaid 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:. Charles and Elizabeth Cerasoli Unit 1 630 Hinesburg Road South Burlington, VT 05403 Nancy Blodgett Unit 2 630 Hinesburg Road South Burlington, VT 05403 Quentin and Leah Novinger Unit 3 630 Hinesburg Road South Burlington, VT 05403 Gail Stevenson Unit 4 630 Hinesburg Road South Burlington, VT 05403 Patricia Lilienthal Unit 5 630 Hinesburg Road South Burlington, VT 05403 Joyce Trust and Kenneth Perrotte Unit 6 630 Hinesburg Road South Burlington, VT 05403 .South Burlington Sample Certificate of Service Form, Rev. 1-2012 Karen Barrett Unit 7 630 Hinesburg Road South Burlington, VT 05403 Elwin Trustees and Monika Hooper Unit 8 630 Hinesburg Road South Burlington, VT 05403 Brenda and John Pfeifer Unit 9 630 Hinesburg Road South Burlington, VT 05403 Patricia Livingston Unit 10 630 Hinesburg Road South Burlington, VT 05403 Kim Swain Unit 11 630 Hinesburg Road South Burlington, VT 05403 Theresa and Walter Labounty Unit 12 630 Hinesburg Road South Burlington, VT 05403 Scott Walker Unit 13 630 Hinesburg Road South Burlington, VT 05403 Robert Fair Jr. Unit 14 630 Hinesburg Road South Burlington, VT 05403 Stephen D and Scott D Ireland Unit 15 630 Hinesburg Road South Burlington, VT 05403 South Burlington Sample Certificate of Service Form. Rev. I -2012 Dave Hetal Unit 16 630 Hinesburg Road South Burlington, VT 05403 Mary Trust and Richard Lew Unit 17 630 Hinesburg Road South Burlington, VT 05403 Hazel G Stanley Life Estate Unit 18 630 Hinesburg Road South Burlington, VT 05403 Allen Smith Unit 19 630 Hinesburg Road South Burlington, VT 05403 Nan Daudelin Unit 20 630 Hinesburg Road South Burlington, VT 05403 Nancy Masino Unit 21 630 Hinesburg Road South Burlington, VT 05403 Robert Cunningham Unit 22 630 Hinesburg Road South Burlington, VT 05403 Joan Wulfson Unit 23 630 Hinesburg Road South Burlington, VT 05403 Susan Struble Unit 24 630 Hinesburg Road South Burlington, VT 05403 South Burlington Sample Certificate of Service !Form, Rev, l -2012 Xuejia Miao 08 Stonington Circle South Burlington, VT 05403 Joan M Trust Coady 10 Stonington Circle South Burlington, VT 05403 Martina Kacer 18 Stonington Circle South Burlington, VT 05403 Jill Kenneson 20 Stonington Circle South Burlington, VT 05403 Robert Cochrane 37 Stonington Circle South Burlington, VT 05403 Holly Eckerson 39 Stonington Circle South Burlington, VT 05403 Bernadette and James Caffrey 41 Stonington Circle South Burlington, VT 05403 Jiho Kim 43 Stonington Circle South Burlington, VT 05403 South Burlington &ample Certi kvte of Service Form- Rev. 1-2012 Sunder Bharadwajan 45 Stonington Circle South Burlington, VT 05403 Marie and Jay Keller 47 Stonington Circle South Burlington, VT 05403 Parvin Shahriari Trust 49 Stonington Circle South Burlington, VT 05403 Jeannette and Donald Pierce Jr. 51 Stonington Circle South Burlington, VT 05403 Pennsco Trust Co. 53 Stonington Circle South Burlington, VT 05403 Mira Dandrudge 55 Stonington Circle South Burlington, VT 05403 Sandra and Manfred Gurowski 56 Stonington Circle South Burlington, VT 05403 Mara and Kerin Richmond 58 Stonington Circle South Burlington, VT 05403 Barbara Kerri and Joseph Cornell 64 Stonington Circle South Burlington, VT 05403 Son1h Burlington Sample Certificate ofService Form. Rev, 1 -20 12 Donna Hale 78 Stonington Circle South Burlington, VT 05403 Anne Roberts 80 Stonington Circle South Burlington, VT 05403 Mary Kanard 88 Stonington Circle South Burlington, VT 05403 William Gentes 89 Stonington Circle South Burlington, VT 05403 James Polli 90 Stonington Circle South Burlington, VT 05403 Kathleen Mackin 91 Stonington Circle South Burlington, VT 05403 Pennsco Trust Co 99 Stonington Circle South Burlington, VT 05403 Margaret and Marc Faucher 101 Stonington Circle South Burlington, VT 05403 Jeanninie Stover 108 Stonington Circle South Burlington, VT 05403 South Burlington Sample C.'ertifrcate of Service Form: Rev, 1-2012 Jenkins and Jackson, LLC 110 Stonington Circle South Burlington, VT 05403 John Roland 117 Stonington Circle South Burlington, VT 05403 Dipti and Kapilkumar Patel 119 Stonington Circle South Burlington, VT 05403 Richard Estabrook 120 Stonington Circle South Burlington, VT 05403 Alan Lesage 122 Stonington Circle South Burlington, VT 05403 Tamara Perelman 08 Stonington Circle South Burlington, VT 05403 131 Stonington Circle, LLC 131 Stonington Circle South Burlington, VT 05403 Bernadette Eddy 133 Stonington Circle South Burlington, VT 05403 Jean W. Painter 135 Stonington Circle South Burlington, VT 05403 South Burlington Sample Certificate ot'Service Form. Rev. 1-2012 Nadmi and Nicholas Parent 137 Stonington Circle South Burlington, VT 05403 Betty and Frank Bouchette 139 Stonington Circle South Burlington, VT 05403 Kim Hyun Tae and Kee Kyung 141 Stonington Circle South Burlington, VT 05403 Taras Lakoba 143 Stonington Circle South Burlington, VT 05403 John Dames 145 Stonington Circle South Burlington, VT 05403 Lois M. Whitney 151 Stonington Circle South Burlington, VT 05403 Claire McCabe 158 Stonington Circle South Burlington, VT 05403 Mauro Rachel M Trust 160 Stonington Circle South Burlington, VT 05403 Goehlert Uwe and Ellen L 167 Stonington Circle South Burlington, VT 05403 South Burlington Sample CerlV/cate ofService Form Rev. 1-2012 Shi Yun 168 Stonington Circle South Burlington, VT 05403 Alexis B Ressler 169 Stonington Circle South Burlington, VT 05403 Llamas Charles T And Karen M Trust 170 Stonington Circle South Burlington, VT 05403 CPA Partnership, LLP 1855 Williston Road South Burlington, VT 05403 Dated at �[town/city], Vermont, this !— day of +� , 20 . Printed Name: GI 1 Phone number and email: Signature: Date: L 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 VIA ELECTRONIC MAIL September 23, 2013 Mr. Raymond Belair, Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Re: Conditional Use Application: Parcel #0860-00636. 636 Hinesburg, Road Dear Mr. Belair, On August 9, 2013, O'Brien Brothers Agency, Inc., submitted a Conditional Use Application as well as supporting documents and exhibits to the City of South Burlington (the "Application"), this Application is attached hereto as Exhibit A. As you know, this Conditional Use Review is currently scheduled for October 21, 2013. Subsequent to the submission of the Application, site design and neighborhood considerations altered the Site Plan that was submitted to create two different buildings, and therefore changed the Application's project description. This letter is an Amendment to the Application: 1. Site Plan: The site plan has been amended to include a new driveway location as well as a different building footprints and building locations. These changes and other minor alterations are noted on the new site plan, attached as Exhibit B. 2. Lot Coveraize: As a result of the new site plan, the lot coverage calculations have changed slightly. The new lot coverage is 52.3%, which is still below the allowed coverage of 60%. 3. Project Description: As a result of the site plan changes, the project description has changed. The Project, as referenced throughout the Application is now defined as follows: The planned redevelopment of the Parcel to become two structures, a four (4) unit and a three (3) unit multi -family dwelling, consisting of seven (7) total dwelling units on two separate foundations (the "Project"). Please know that other aspects of the August 9, 2013 application not mentioned above remain unchanged. We appreciate your patience and flexibility in relaying these changes to the board. Please let us know if you need any further information. Thank you. Sincerely, Andrew Gill, Project Coordinator Enclosures A N D M A N A G E M E N T VIA HAND -DELIVERY August 9, 2013 Mr. Raymond Belair, Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Re: Conditional Use Application: Parcel #0860-00636, 636 Hinesburg Road Dear Mr. Belair, Attached as Exhibit A, please find a complete Conditional Use Application for the City Council Under Interim Bylaws, for a Planned Unit Development on an existing 0.63 acre parcel located at 636 Hinesburg Road, South Burlington, Vermont (the "Parcel"). This application seeks the input of the South Burlington City Council (the "Council") on the planned redevelopment of the Parcel, to become a seven (7) unit multi -family dwelling (the "Project"). The details of the Project and its compliance with the City of South Burlington Land Development Regulations, adopted on May 12, 2003 and most recently amended on May 7, 2012 (the "Regulations"), the Interim Zoning Bylaw, adopted February 21, 2012 (the "Interim Bylaw"), and the Interim Zoning Development Review Process, May 18, 2012 (the "Review Process"), are outlined below. We kindly request that you schedule a review by the Council (in accordance with the Interim Bylaw and the Review Process), to confirm that the Project is in compliance with the Regulations and the Interim Bylaw. This letter and the attached plans should provide sufficient information for the Council in review of the attached application. Requisite plans, fees and digital copies are also included herein, along with the names and addresses of adjacent property owners, as required. I. Project Details: The Parcel is owned by O'Brien Brothers, LLC. O'Brien Brothers LLC has contracted with the O'Brien Brothers Agency, Inc. ("OBBA") for the development of the Parcel. The Parcel is an existing 0.63 acre single family lot, with a vacant single family structure, located adjacent to Hinesburg Road in the R12 Zoning District. The Parcel is served by an existing driveway that enters the Parcel from Wellesley Grove. An existing white fence provides a visual barrier for the Project from Wellesley Grove. Per the Regulations, multi -family dwellings are permissible in the RI district, within a Planned Unit Development, and the allowed development density in the R 12 district is one South Burlington City Council August 9, 2013 dwelling unit per 3,500 square feet of lot area. Given this, the available density for the parcel is seven (7) dwelling units: Multi - Parcel Parcel Family Minimum Units Available Size s ft District Allowed Lot Size for Construction 27,442 1 R12 Yes 3,500 7 As outlined on the site plan (multiple copies of which are included per the Review Process) attached as Exhibit B (the "Site Plan"), the Project proposes the complete removal of the existing structure and current parking area, and the construction of a new 6,000-7,000 square foot building, with associated parking and pedestrian facilities. For further information with regard to compliance with the Regulations, please see the application to the Development Review Board for Sketch Plan Review, attached hereto as Exhibit C. II. Compliance with the Interim Bylaw and the Review Process: Per the Review Process, the standards for review of Interim Zoning Conditional Use Applications are: (i) "the project overcomes the presumption that such development will or could be contrary to the permanent bylaws that the City ultimately adopts;" and, (ii) the proposed development "will not result in an undue adverse effect on the six criteria listed in Section VI of the Interim Bylaw." Compliance with both are addressed below. a. Project Not Contrary to Permanent Bylaws the City Will or Could Adopt (including four specific criteria outlined in the Review Process): i. Adoption of Form -based code. Currently the City of South Burlington is working toward the adoption of Form -Based Code for the entire city. Based on discussions with regard to the City Center, and general knowledge of Form -Based Code, the new bylaws that the City develops will likely encourage street -oriented dense developments within areas close to City Center (growth areas). The R12 district will no doubt be considered a growth area where such dense development will be encouraged, as it is currently considered to be a growth area. As noted on the Site Plan, OBBA proposes the construction of a street - oriented building, with an attractive and glazed fagade, that will sit only 30 feet from Hinesburg Road. Furthermore, and in an effort to maximize compliance with the adoption of Form -Based Code, OBBA has requested a setback waiver from the Development Review Board, to enable the structure 2 South Burlington City Council August 9, 2013 to be built thirty (30) feet from the road, as there is no doubt the current setback (over 60 feet) is contrary to the principles of Form -Based code. Though it is difficult to state with certainty what the future will bring, based on a general awareness of the City's ongoing discussions with regard to Form - Based Code, OBBA believes that the proposed development will be congruous with new regulations, once developed. ii. Support of Sustainable Agriculture. While this disconnected, pre-existing 0.63 acre parcel is not capable of any sort of large agricultural contribution for the community, OBBA does believe that it is desirable for residents to have the ability to grow their own food (in a limited and reasonable sense for the location), and this is part of developing sustainable agriculture. Given this, OBBA will, as part of the Project, install 2-4 raised garden beds (quantity to be based on use by the tenants). This will provide residents with the option of producing some food, and contributing to local food production. We have installed similar gardens across the street at Country Park (Section 8 Multi -family Housing), and the project has been very successful. Residents have fully planted all the gardens and enjoy the ability to use the space, and to grow their own food. iii. Support of Conservation of Open Space. The conservation of open space is important to the community and OBBA recognizes this. However, the Parcel is not a significant open space that is used by the community. By completing the redevelopment of the Parcel, OBBA will provided needed housing for the community, without utilizing any significant or attractive open space that currently exists in the community. In this way, through this infill project, OBBA will help to support the conservation of open space, through the full development of an existing underutilized building site. iv. Support of promotion of housing for people of all incomes and stages of life. As currently proposed, the Project would construct seven market rent apartments. In this scenario, the Project will increase the City's housing stock, which should help to stabilize rents, and (in concert with other development) drive down the cost of housing in the long term. On a simplistic level, a large supply will drive down cost, increasing accessibility. As proposed, the project can contribute to this overall strategy. 3 l South Burlington City Council August 9, 2013 At this time, the City has no inclusionary requirements as part of the Regulations or the Interim Bylaw. There are however density bonuses provided in the Regulations, for 25% and 50% affordable units. OBBA has analyzed the costs of these scenarios (with rents at 65% of median income), and has determined that these scenarios are not financially viable for the Project. The reason for this is mostly due to the small-scale nature of the Project. Were the Project bigger, a density bonus might make more of a difference financially. Because OBBA is dedicated to the construction of affordable units (and is currently the operator of numerous such units in South Burlington), we welcome further discussion of development of affordable housing as part of the Project, however given the scale of this project, the inclusion of such units does not appear financially sound or viable. This is not likely to change under new zoning. b. Project Will Not Result in an Undue Adverse Effect on the Six Criteria: The six criteria of the Interim Bylaw, and the Project's compliance with each are as follows: i. The capacity of existing or planned community facilities, services or lands. The project proposes the construction of seven (7) dwelling units on an existing parcel that is surrounded by dense development. The lands proposed for use are currently in residential use and private ownership and therefore the continued use for residential does not pose any undue adverse effect on the City. It is anticipated that the City sewer system can easily accommodate the addition of seven (7) dwelling units. ii. The existing patterns and uses of development in the area. As described above, the proposed use is very compatible with existing surrounding uses. Currently this area is the site of multi -family development. The Project proposes additional multi -family development. The project will not result in an undue adverse effect on the patterns of development in the area. iii. Traffic on roads and highways in the vicinity. The project fronts on an arterial connector road. It is not anticipated that the additional trips created by the addition of seven (7) dwelling units will have an undue adverse effect on traffic within South Burlington. 11 South Burlington City Council August 9, 2013 iv. Significant natural resource areas and sites. The Project is proposed on an existing single family lot that is less than one (1) acre is size. No significant natural resources or scenic views will be affected by the project. Given this, it is not anticipated that the Project will have an undue adverse effect on any significant natural resources, areas, and sites. V. Utilization of Renewable Energy Resources: Being less than one acre this site poses no real potential as a valuable asset for the development of renewable energy resources. The Project will therefore have no undue adverse effect of the utilization of such resources by the community. vi. Municipals plans, bylaws and ordinances in effect. As detailed throughout this application, the Project is in compliance with all municipal plans and regulations that are currently in effect. III. Conclusions: As outlined above, OBBA intends to construct a Project that will increase the City's housing stock and tax base, and make use of an existing parcel, currently underutilized at a prominent intersection in the City. Provided that the attached Site Plan and the above -referenced items are acceptable to the Council, OBBA will move forward quickly bringing a complete application to the DRB. We look forward to discussing this project. Thank you. Sincerely, Andrew Andrew Gill, Project Coordinator Enclosures PLANT & STONE LANDSCAPING 7582 WILLISTON RD WILLISTON, VT 05495 Name/Address O'Brien Brothers Agency 636 Hinesburg Road So. Burlington, VT 05407 Date T Estimate No. Project 08/29/13 1043 1 Rye Parcel Item PLANTINGS PLANTINGS PLANTINGS PLANTINGS PLANTINGS PLANTINGS PLANTINGS PLANTINGS PLANTINGS MULCH Patio Topsoil Description Spirea 'Flaming Mound' 2 Gal Dogwood 'Arctic Fire' 3 Gal Dogwood 'Ivory Halo' 3 Gal Dwf. Maidenhair Grass Crabapple 'Firebird' 2" Cal Magnolia 'Alexandrina' 4-5' White Spruce 6 -7' (8-10' @ $702) Cedar 'Emerald Green' 6-7' Lillie 'Stella Doro' 1 Gal B Yyds +/- 17.5'x15'= 262.5 SF Paver w/Rock Fines, Edging, & Polymeric Joint Sand @ $8 SF / Labor @ $8 SF Trucking/ Topsoil for Garden Beds Plan & estimate drafted by Forrest White, Owner; Plant & Stone, Inc. Quantity 13 10 1 7 2 1 6 1 60 8 262.5 ital Cost 41.60 91.00 91.00 56.00 509.60 286.00 444.60 275.60 23.50 65.00 16.00 2,000.00 Estimate Total 540.80 910.00 91.00 392.00 1,019.20 286.00 2,667.60 275.60 1,410.00 520.00 4,200.00 2,000.00 $14,312.20 636 Hinesburg Road, South Burlington Vermont Existing Tree and Landscape Protection Plan Submitted to South Burlington Development Review Board, January 2014 Submitted by O'Brien Brothers Agency, Inc. In accordance with Section 13.06(F)(1)(C) of the South Burlington Zoning Regulations, below please find a written plan for the protection of existing landscape features, located at 636 Hinesburg Road, and indicated on the Landscape Plan dated January 5, 2014. To be clear, this includes the Red Maple, currently located in front of the existing duplex (shown on the Landscape Plan), as well as all trees of 6" caliper or greater, located outside of the "New Clearing Limits" indicated on the Landscape Plan. After consulting with an arborist, we have developed the following procedure to ensure the successful preservation of mature landscape features: 1. Contractual Obligations with Trades: Contract documents and site plans will make reference to preserved landscape features, and will hold contractors accountable for damage to these areas. 2. Protective Barrier Fence at Edge of Disturbance: Orange barrier fence will be installed at the edges of disturbance to prevent: foot traffic; storage of materials; and excavation, in areas where tree roots are located. This fencing will be located at the "New Clearing Limit," indicated on the plan, and will also be located in a circle, surrounding the Red Maple in the front portion of the property. This fencing will be preserved and maintained during construction activities. 3. Selective Pruning and Maintenance of Preserved Trees: As the project progresses, tress will be evaluated and pruned as needed to help them adjust to their new surroundings. 4. Deep Root Fertilizing of Red Maple: The Red Maple at the center of the project will be most susceptible to damage given that disturbance will surround the tree. For this reason, we are not able to guarantee that the tree will survive. However, given this susceptibility, we are taking extra precautions with this tree. A deep root fertilizer will be injected to help the tree sustain itself during construction. We are told by a consulting arborist that this fertilizer, in combination with the above, should preserve the tree. 5. Routine Inspection of Protective Elements: O'Brien Brothers Agency, Inc., will routinely inspect the protective elements and repair/replace them as needed during construction. 1 66'-0 I 5-0 ] ].IV I _ § BEDROOM j 10'-9" X 13'-5" TENANT e LIVING STORAGE DINING ROOM 12'-0" X 19'-6" -- UP I � ENTRY _. - _ - -... _. - ENTRY I i TRY UP _ -- �-� MECHANICAL KITCHEN / 9' -6" X 10'-9" LAUNDRY I� 4 \ SPRI�I'CLER i I I _.. 1 FIRST FLOOR PLAN - BLDG B - 3 1BR APARTMENTS i \ \ n KITCHEN KITCHEN p 11'-2" X 15 -7' 11'-2" X 15'-7" II LIVING ROOM WING ROOM l 12.6 X 15'-2' 12 -6" X 15'-2" I y� 61 r r / a] i t6'-0ss'. 1 FIRST FLOOR PLAN - BLDG A - 4 2 BR APARTMENTS e .i" SECND N - BLB - 3) 1BR APARTMENTS L OFLOOR PLAL. 1 -- -- — o �-0"_ �—J V_ 3-0� 4 3�� 6-16 s M ]-'y' __..., `Y — II I BEDROOM � BEDROOM BEDROOM �, BEDROOM g 8" X 12'-9" 11'-3" X 12 A' I1'-3" X 12'4- / 11'-3' X 12'-9"CE I 1} III �. 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A4.2 HINESBURG ROAD ELEVATION - O'Brien Brothers' Rye Apartments January 10, 2014 r 1/8" = 1' - 0" ' B R I E October 20, 1997 Mr. Raymond Belair Planning and Zoning Assistant City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Chatham Green Apartments Dear Ray, Enclosed is the letter of Credit that you requested. I believe that the only conditions of approval that I have not satisfied is the actual building / zoning permit and the associated impact fees. If I am in error please advise me. Thank you. Res tfully, Patrick O'Brien O'Brien Brothers Agency Inc CPA Partnership O'Brien Brothers Agency Incorporated 1855 Williston Road P.O. Box 2184 South Burlington, Vermont 05407-2184 802-658-5000 Fax 658-5002 Iro B R I E October 6, 1997 Raymond J. Belair Zoning and Planning Assistant City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Chatham Green, Hinesburg Road Dear Raymond: Here is my written report addressing the PUD criteria under section 26.151 of the zoning regulations. I have done this in outline form. A) This project will not result in undue water or air pollution because: 1) The capacity of our municipal sewer facilities is sufficient. Please see the enclosed letters regarding the 6,480 G.P.D. that we propose to use. 2) The elevation of this land is above sea level and related flood plains. 3) Ground and surface waters will be protected by the installation of vegetative buffers and collection systems. Enclosed is a copy of this projects stormwater Discharge Permit issued by the Wastewater Management Division of the Agency of Natural Resources. 4) All applicable regulations of the Health Department and other State agencies (including the Department of Labor and Industry) will be met. B) Sufficient water is available for the reasonable foreseeable future. Enclosed are letters from the Water Department and the Champlain Water District indicating that there is sufficient water available to meet this projects demand. Also enclosed is our Waste Water & Water Supply permit issued by the Agency of Natural resources. C) We will not cause unreasonable soil erosion or a reduction in the capacity of the land to hold water. The site is relatively flat, therefore the only erosion that might take place would be in the sloped areas adjacent to the buildings and the burms that are separating the parking areas. We will be limiting erosion in those areas by using hay bale check dams. Silt fencing and turf establishment (seeding and mulching) after construction is completed. O'Brien Brothers Agency Incorporated 1855 Williston Road P.O. Box 2184 South Burlington, Vermont 05407-2184 802-658-5000 Fax 658-5002 D) We will be using an existing curb cut, therefore this project will not cause any unsafe highway conditions. E) This project will not cause an unreasonable burden on the ability of the city to provide educational services or facilities. Please see the enclosed letter from the South Burlington School District. F) Because of this project size and location, this project will not cause an unreasonable burden on the ability of the City to provide municipal or governmental services and facilities. Please see the enclosed Municipal Impact Questionnaire. G) There is a small Class Three Wetland on this site. We will be impacting .57 acres of this site. We applied for a recieved a 401 Water Quality Certificate from the Water Quality Division of The Agency of Natural Resources. Copies of the application and the Permit are enclosed. H) This project will not have an adverse impact on the natural or scenic beauty of the area. This project will fit in very nicely with the surrounding buildings, all of which are compatible in use. There are no rare or irreplaceable natural areas or historic sites on the project site. I) This project will conform with the City's recreation plan, and there is also an even distribution of common open space to impacted areas. J) All facilities including the driveway will remain in private ownership. K) All of the adjacent property has been developed, therefore the extension of roadways, drainage facilities, utility lines etc. is not applicable. I) This project will conform to the City's Comprehensive Plan, because it will, among other things, provide structurally sound, safe housing for a variety of income levels. If you need additional information or if you have any questions, please call. T nk you Patrick O'Brien Project Manager CPA Partnership O'Brien Brothers Agency Inc. fAtrans\pjo\chatgree\belair O'Brien Brothers Agency Incorporated 1855 Williston Road P.O. Box 2184 South Burlington, Vermont 05407-2184 802-658-5000 Fax 658-5002 r CITY OF SOUTH BURLINGTON WATER DEPARTMENT 403 QUEEN CITY PARK ROAD SOUTH BURLINGTON, VERMONT 05403 TEL. 864-436I Mr Patrick O'Brien O'Brien Brothers Realty P.O. Box 2184 So. Burlington, Vermont 05403 July 24, 1996 RE: Act 250: Chattam Green, Hinesburg Road, So. Burlington, VT. In response to your request as to the capability of the South Burlington water distribution system to supply water to the sfsfdsfced proposed project we submit the following: W 1. The estimated demand of 8640 gallons per day can be met by the existing water distribution system without encumbering the existing users. If you have any questions or I can be of further assistance, please do not hesitate to call me. Sincerely, SOUTH BURLINGTON WATER DEPARTMENT '"X John Choate Manager CC: J. Fay D. Pratt J. Weith fka' x 00 ED P)f CHAMPLAIN WATER DISTRICT .icated to Quality Water & Service 403 Queen City Park Road South Burlington, VT 05403 JUL 8 9 im Phone: (802) 864-7454 July 24, 1996 Fax: (802fie64=0435 Mr. Patrick J. O'Brien O'Brien Brothers Agency, Inc. 1855 Williston Road PO Box 2184 South Burlington, VT 05407-2184 RE: Act 250 Review: Chattam Green, Hinesburg Road, South Burlington Dear Mr. O'Brien: In response to your request for information regarding the Champlain Water District's capability to supply water to the referenced proposed project, we submit the following: 1. Water is supplied to the referenced area via a 24" transmission main. u 2. Adequate water storage is located south of Dorset Street and Swift Street intersection, as provided by a 1,500,000 gallon water storage tank. 3. Your estimated demand of 8640 gallons per day for this proposed project could be furnished by the Champlain Water District without restricting or encumbering its present users on the CWD supply system. 4. Capability of the local water distribution system must be verified by the local water system official. If you have any questions, please do not hesitate to call. Sincerely, CHAMPLAIN WATER DISTRICT Rld4-d A )4 Richard A. Pratt Chief Engineer cc: J. Fay J. Choate P. Jacob C. Hafter 8-01 —1 996 1 O : 44AM EF ) C I ',/ I L ENG ASSOC - 1 SC,29E52271 P. 1 NER City of South Burlington 575 DORSET STREET SOUTH BURLINGTON,VERMONT05403 FAX M-4748 July 31, 1996 Opp ZONING ADMINISTRATOR 658-7858 (Stephen A. vock Civil Engineering Associates, Inc. P.O. Box 485 (Shelburne, Vermont 05482 Re: Sewer Allocation, Chatham Green Dear Mr. vock: " f Please be advised that there is sufficient capacity at the Airport Parkway Treatment facility to handle the additional demand of 8640 gpd. Official approval for this allocation is not granted until the project receives final approval from the Planning Commission. Final approval is scheduled for September 10, 1996. If you have any questions, please give me a call. Kin)ererl.yA 44 JoeffWeith, Citt Planner W/mcp brand fax transmittal memo 7671 #olpapes ► err 9 Co. 1 q 1 City of South Burlington h 575 DORSET STREET r4� SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 December 13, 1996 Irene Roberge Agency of Natural Resources 111 West Street Essex Junction, Vermont 05452 40PONING ADMINISTRATOR 658-7958 Re: Sewer Allocation, 635 Hinesburg Road, Country Park Associates Dear Ms. Roberge: Please be advised that the South Burlington Planning Commission at their meeting held on September 24, 1996 approved 6480 gpd of sewer allocation for a proposed 24 unit residential project owned by Country Park Associates. This property is served by the Airport Parkway Wastewater Treatment Facility which has sufficient capacity to handle this additional demand. If you have any questions, please give me a call. S ' erel%y,, Jo Weith, Ci y Planner JW/mcp cc: Patrick O'Brien '96 08 58 IT•Y -_-S BI_IRLIN TCfJ �r �. _ F COPY ACT 250 MUWX.C2PAL IMPACT CIE$ T�r�xAli . Applicant Name: It r �SOdi }et Municipality: r Al Title and Date o 'Ie a Reviewed:EnjrN�M-, � e/ - 5� /b - q� �.wrsei, TOWn 'Manager, Department Heads, or Equivalent to CoMplete . a. Does the municipality have the capacity to provide the following serviced without:urireasonzable burdens for the above project: P Xe ProteCt.�,p1�? Y �teS or No?: , Police Orot,6dtion? ,,-Yes or —No? r Rescue Sex -Vice?' ' A- G s or —No? . Solid •Wa'st+� Disposal? s or _No? Road Maintenance? v'Yes or -too? b. if "no"; what are .the deficiencies? c. If the service is unayailable from the municipality, who provides the serylce so that the to'%ln Qoesn't have_tq,, d. would the deficiencies occur without this project? Yes or No?, if "no", what measures can the applicant -Fake to aTleviate the deficiencies? e. If the deficiencies are common to many projects, does this project croate burdens which are disproportionate to the taxes and user Fees to be paid to the municipality? Yes or, No? If "yes", does the municipality recoa� end the imposition of an impact fee or other means to mitigate any unreasonable burdens? 1 certify that the above information is true and accurate to the best of my knowledge. Name // �/ c Position Date l96 �.�3/ Are you available, after sufficient notice, to answer estions related to the above statements at an Act 250 hearing? Yes or "I -NO? 4/95: MUNQUES �, r s)At" 1,&ea O'Brien Brothers Agency Incorporated 1855 Williston Road P.O. Box 2184 South Burlington, Vermont 05407-2184 802-658-5000 Fax 658-5002 Area Lighting ima r Features a Housing: Rugged, heavy -gauge, lightweight aldminum housing. Rectilinear shape, con- tinuously seam -welded for weathertight in- tegrity. Naturally anodized, extruded alumi- num door frame has impact -resistant tem- pered glass lens. Door frame is fully gasket- ed with one-piece tubular silicone and se- cured with one .quarter -turn closing screw. All exposed hardware is stainless steel Ex treded mounting arm has integral splice com- partment;KSF1,KSF2. (4"mountingarmstan- dard,"9" mounting arm optional). KSF3: 12" mounting arm. Dark bronze TGIC-free poly- ester powder finish is standard with other architectural colors available. Optics: Reflectors area nodized hydroformed/ segmented -aluminum. Four,IES cutoff distri butionS available: Type II (Roadway);Type Ill (Asymmetric); Type IV (Forward Throw) and Type:/ (Square). Reflectors are field -inter- changeable. See' ESDistribution chartfor ref1w;tor/housing availability. All reflectors in KSF1/KSF2 and KSF3 Type IV are field -rotat- able..:., Ballast/Electrical System: All ballasts are copperwound and 100%factory-tested. Elec- trical components are unitized on removable ,power, -module. Positive locking disconnect on.4,primar,, and secondary circuits. Mogul- baseorcelainsocket, 4KVpulse rated (5KV on'1000S). Position -oriented socket standard on -all metal halide snits. Listing: UL 1572 listed for wet locations. CSA certified. , Arm -Mounted Premium Cutoff, HID Use for car lots, street lighting or parking areas. Catalog Number E,;ample: KSFI 150S R2 120 SP09 PER KSF1 150S R2 120 SP09 PER I Nim or HIGH PRESSURE SODIUM 120 70W KSF1 70S R2 R3 R4 — 208 100W KSF1 100S R2 R3 R4 — 240 150W KSF1 150S R2 R3 R4 — 277 20OW KSF1 200S R2 R3 R4 — 250W KSF2 250S R2 R3 R4 — 347 400W KSF2 400S R2 R3 R4 R5S 480 1000V✓ KSF3 WOOS — R3 H4 R5S TB` METAL HALIDE 10OW KSF1 100M R2 R3 R4 — 0II175W KSF1 175M R2 R3 R4 — 25OW KSF1 250M R2 R3 R4 -- 40OW KSF2 400M R21 R31 R41 R5S) 1000W KSF31000M — R3 R4 R5S' MERCURY VAPOR 100W KSF1 100H R2 R3 R4 — 175W KSF1 175H R2 R3 R4 — 250W KSF1 250H R2 R3 R4 — 400W KSF2 400H R2 R3 R4 R5S 1000W KSF3 1000H — R3 R4 R5S 5 5 2 .5 2 .5 Type II Type III\ 5 2 5 , Type IV Type VS NOTES: 1 Reduced jacketed lamp r,.quired. 2 Optional multi -tap ballast (120, 208, 240, 277."). 3 Use 9' arm when mounting two luminaires at 90' 4 See page 215. 5 All dimensions are inches (centimeters) unless otherwise specified. DIMENSIONS' KSFI/KSF2, SHIPPED INCLUDED SP04 Square pole arm SP09 Square pole arm3 RP04 Round pole arm RP09 Round pole arm3 WW04 Wood pole or wall WB04 Wall bracket MB Mounting bracket (KSF1 only) UARM When ordering KMA, DA12 KSF3, SHIPPED INCLUDED SP12 Square pole arm RP12 Round pole arm WW12 Wood pole or wall WB12 Wall bracket OPTIONAL, SHIPPED SEPARATELY KMA Mast arm adapter DA12P Degree arm (pole) DA12W Degree arm (wood pole or wall) SHIPPED INSTALLED Sr Single fuse (120, 277, 347V) OF Double fuse (208, 240, 480V) (IRS Quartz restrike system PER NEMA Twist -lock receptacle only EC Emergency circuit CR Corrosion -resistant finish LS Lamp support HS House side shield (KSF3 R3/R4 only) CSA CSA-labeled for US shipment to Canada (120, 277, 347V only) For optional Architectural Colors, see page 215. SHIPPED SEPARATELY, FIELD INSTALLABLE PE1 NEMA Twist -lock photocontrol (120, 208, 24OV) PE3 NEMA Twist -lock photocontrol (347V) PE4 NEMA Twist -lock photocontrol (480V) PE7 NEMA Twist -lock photocontrol (277V) SC Shorting cap for PER option VG Vandal guard(KSFI/KSF2 only) HS House side shield (KSF1/KSF2 R3 only) For Tenon Slipfitters, see page 215. Housing: KSF1 KSF2 KSF3 EPA, 1.5 ft2 (.14 mz) 1.9 ftz (.18m2) 3.0 ft2 (.28 ml) Length: 22 (55.9) 25-5/16 (64.3) 30-5/16 (77.0) Width: 16-3/16 (41.1) 18-1/2 (47.0) 24-5/16 (61.8) Depth: 7-1/4 (18.4) 8-5/16 (21.1) 10-1/2 (26.7) Arm Length: 4 0C.2) 4 (10.2) 12 (30.5) PEOPLES TRUST COMPANY OF ST. ALBANS P.O. Box 320 • St. Albans, Vermont • 05478-0320 ■�® (802) 524-2196 Established 1887 June 29, 1998 City of South Burlington 575 Dorset Street So. Burlington, VT 05403 RE. Irrevocable Stand-by Letter of Credit # i 998-2 i Replacement of Irrevocable Stand-by Letter of Credit 1997-33 CPA Partnership Gentlemen: We hereby establish our Irrevocable Stand-by Letter of Credit in your favor for the City of South Burlington for the account of CPA Partnership up to an aggregate amount of $15,000.00 available by your draft or drafts on us at sight accompanied by a signed statement that these funds are due you under the terms of your agreement with CPA Partnership. All drafts must be marked under Letter of Credit 91998-21. We engage with you that all drafts drawn under and in compliance with the terms and conditions of the credit will be duly honored on delivery of documents as specified if presented at this office on or before 07/01/2001. The original of this Irrevocable Stand-by Letter of Credit must accompany drawings presented to us hereunder. Except so far as otherwise expressly stated, this credit is subject to the "Uniform Customs and Practice for Documentary credits (1993 Revision), International Chamber of Commerce Publication #500." Verb t 'yours r Richard V. M nahan, . President RVM,JR/sct State of Vermont LAND USE PERMIT AMENDMENT CASE NO: 4CO254-4 LAWS/REGULATIONS INVOLVED 10 V.S.A., Chapter 151 (ACT 250) APPLICANT: C.P.A Partnership ADDRESS: P.O. Box 2184 South Burlington, VT 05407 District Environmental Commission 94 hereby issues Land Use Permit Amendment 94CO254-4, pursuant to the authority vested in it by 10 V.S.A., Chapter 151. This permit amendment applies to the lands identified in Book 289, Pages 159-160, of the land records of the City of South Burlington, Vermont, as the subject of a deed to C.P.A. Partnership, the "Permittee" as "Grantee". This permit specifically authorizes the Permittee to construct three two-story, eight unit, 8,360 square foot apartment buildings, and three 8 bay garages and related site improvements. The 24 unit project, known as Chatham Green, is located on the site of a previously approved but not constructed addition to an existing 76 unit elderly housing complex known as Country Park Apartments on Hinesburg Road in South Burlington, VT. The Permittee, and its assigns and successors in interest, are obligated by this permit to complete, operate and maintain the project as approved by the District Commission in accordance with the following conditions: 1. All conditions of Land Use Permit #4CO254 and amendments are in full force and effect except as amended herein. 2. The project shall be completed, operated and maintained as set forth in accordance with the plans and exhibits stamped "Approved" and on file with the District Environmental Commission, and in accordance with the conditions of this permit. No changes shall be made in the project without the written approval of the District Environmental Commission. 3. The District Environmental Commission maintains continuing jurisdiction during the lifetime of the permit and may periodically require that the permit holder file an affidavit certifying that the project is being completed, operated and maintained in accordance with the terms of the permit. 4. By acceptance of this permit, the Permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental and health statutes and Land Use Pemut #4CO254-4 Page 2 regulations and with this permit. By acceptance of the conditions of this permit without appeal, the Permittee confirms and agrees for itself and all assigns and successors in interest that the conditions of this permit shall run with the land and the land uses herein permitted, and will be binding upon and enforceable against the Permittee and all assigns and successors in interest. 6. This permit hereby incorporates all of the conditions of the Water Supply and Wastewater Disposal Permit 9WW-4-0344-1 issued on December 31, 1996 by the Regional Engineer, Division of Wastewater Management, Agency of Natural Resources. 7. The Permittee shall apply and maintain calcium chloride and/or water on all roadways or disturbed areas within the project during construction and until pavement and/or vegetation is fully established to control dust. 8. Stumps shall be disposed of above the seasonal highwater table or at a State -approved landfill. 9. The Permittee shall provide a copy of the Discharge Permit to the District Environmental Commission prior to commencement of construction. The Permittee and all assigns and successors in interest shall comply with all of the terms and conditions of the Discharge Permit File No. 04-14, Permit 41-1290 issued by the Agency of Natural Resources. 10. The Permittee shall apply to the District Environmental Commission for approval for any change in the use of the buildings or land which would cause noxious or unhealthy emissions into the air or injection of toxic wastes into the soils. 11. The Permittee and all assigns and successors in interest shall install and maintain water conserving plumbing fixtures in all units. The plumbing fixtures shall operate with the following specifications: (1) internal system water pressure of 50 psi maximum, (2) toilets with a maximum of 3.5 gallons per flush, (3) showerheads operating with a maximum of 3 gallons per minute and (4) faucets on sinks and lays shall operate at a maximum of 3 gallons per minute when/where new fixtures are being installed. An alternative water conservation plan may be presented to the Commission for approval before implementation. The approved alternative shall be implemented and maintained by the Permittee for the duration of the permit. 12. The Permittee shall comply with Exhibits 911, 414 and #15 for erosion control. Hay bale dams and silt fences shall be installed as depicted on the plans prior to commencement of construction. The Permittee shall prevent the transport of any sediment beyond that area necessary for construction approved herein. From October 1 to April 15 of any calendar year, all disturbed areas of the construction site shall be mulched until final vegetative Land Use Permit #4CO254-4 Page 3 cover is established. All erosion control devices shall be periodically cleaned, replaced and maintained until vegetation is permanently established on all slopes and disturbed areas. The Commission reserves the right to schedule hearings and site inspections to review erosion control and to evaluate and impose additional conditions with respect to erosion control as it deems necessary. 13. In addition to the erosion control measures required above, the following measures shall be taken: a. A snow fence shall be installed along the edge of fill in the wetlands behind the silt fence to prevent heavy equipment from inadvertently entering the remainder of the wetland. b. A silt fence or snow fence shall be installed along the edge of the limits of disturbance from the western property line, across the wetland as shown, behind. the back of the carport and over to the western edge of the existing dumpster, not just along the edge of the impacted wetland area as shown on the site plan, prior to any clearing of vegetation or earthwork. 14. There shall be no other filling, draining, dredging, grading or removal of vegetation within the wetland or alteration of the flow of water into or out of the wetland, other than the fill specifically shown on Exhibit #31, 15. All disturbed ground surrounding the remaining wetland shall be seeded and heavily mulched immediately following final grading. 16. Work within the wetland shall not occur during periods of high water. 17. In addition to conformance with the requirements of with the erosion control conditions above, the Permittee shall not cause, permit, or allow the discharge of waste materials into any surface waters. Compliance with the requirements of this condition does not absolve the Permittee from compliance with 10 V.S.A., Chapter 47, Vermont's Water Pollution Control Law. 18. The Permittee and all assigns and successors in interest shall continually maintain the landscaping as approved in Exhibit 917 by replacing any dead or diseased plantings as soon as seasonably possible. 19. Prior to any site work, the Permittee shall install and maintain fencing along the tree line to be retained as depicted on Exhibit #17. 20. The installation of exterior light fixtures is limited to those approved in Exhibits #28 and #31, and shall be mounted no higher than 20 feet above grade level. All exterior lighting Land Use Permit #4CO254-4 Page 4 shall be installed or shielded in such a manner as to conceal light sources and reflector surfaces from view beyond the perimeter of the area to be illuminated. 21. All units shall be designed with energy conservation measures approved by the Public Service Department in Exhibits 928 and 928A or alternative measures adequate to meet a "Four Star Plus" rating by Energy Rated Homes of Vermont, Inc., or an equivalent level using an alternate home energy rating system. 22. The installation and/or use of electric resistance space heating is specifically prohibited without the prior written approval of the District Environmental Commission. 23. No further subdivision and/or development of any parcel of land approved herein shall be permitted without the written approval of the District Commission. 24. All construction on this project must be completed by October 31, 2000. 25. Pursuant to 10 V.S.A. Section 6090(b) (effective June 21, 1994), this permit amendment is hereby issued for an indefinite term, as long as there is compliance with the conditions herein. 26. Failure to comply with all of the above conditions may be grounds for permit revocation pursuant to 10 V.S.A., Section 6090(b). Land Use Petnut #4CO254-4 Page 5 Dated at Essex Junction, Vermont, this & day of JUNE , 1997. By e . 4-W�►A.-f --- hn C. Drake, Chairperson District #4 Commission Commission members participating in this decision: Thomas D. Visser Helen Toor Any appeal of this decision must comply with all provisions of 10 V.S.A. §6089 and Environmental Board Rule 40 including the submission of the original and ten copies of the following: notice of appeal, a statement of why the appellant believes the commission was in error, a statement of the issues to be addressed in the appeal, a summary of the evidence that will be presented, a preliminary list of witnesses, decision and certificate of service. Decisions on minor applications may be appealed if a hearing was held by the district commission or timely requested by the appellant. Page 1 plication # 4CO254-4 A = Applicant T = Town EC = Environmental Conservation RPC = Regional Planning Commission Exhibit Uist ANR = Agency of Natural Resources AOT = Agency of Transportation DPS = Department of Public Services VDH = Vermont Department of Health PP# 4CO254-4 Date Entered Exhibit # Received By Nature of Exhibit and Date Entered 1 8/8/96 A Land Use Permit Application (7/24/96) 2 " Schedule A - Fee Information with Attached Letter 3 Schedule E - Adjoiner Information 4 Schedule F - Certificate of Service (8/8/96) 5 Schedule B - Act 250 Information/10 Criteria 6 of Municipal Impact Questionnaire (5/31/96) 7 Letter by Champlain Water District Chief Engineer (7/24/96) 8 Letter by City of South Burlington Manager (7/24/96) 9 Letter by City of South Burlington City Planner (7/31/96) 10 Letter by Dept. of Fish & Wildlife, ANR (10/23/90) 11 Plan: Site Plan, C1 (last rev 5/30/96) 12 " Plan: Water & Roadway Details, C2 (last rev. 4/26/96) 13 Plan: Sewer Profile & Details, C3 (last rev. 4/26196) 14 Plan: Erosion Control Details, C4 (4/96) 15 Plan: Specifications, C5 (4/96) 16 Plan: Specifications, C6 (4/96) 17 Plan: Planting Plan (5/23/96) 18 " Plan: Elevations, A5 (6/26/96) 19 8/15/96 A Letter by O'Brien Brothers Agency (8/14/96) 20 11 if Letter by South Burlington School District (8/12/96) 4c0254-4.xls Page 2 PP# 4CO254-4 Date Entered Exhibit # Received By Nature of Exhibit and Date Entered 21 School Impact Questionnaire for Residential Projects (8/12/66) 22 8/29/96 A Letter by O'Brien Brothers Agency, Inc. (8/28/96) 23 9/4/96 A Entry of Appearance and Pre -Hearing Comments re CPA Partnership 24 9/13/96 A Letter by Briarwood Associations (9/4/96) 25 10/23/96 A Letter by Patrick O'Brien (Undated) 26 1/8/97 A Letter by O'Brien Brothers Agency, Inc. (1/8/97) 27 1/9/97 A Water Supply & Wastewater Disposal Permit 28 1121/97 A Letter by Patrick O'Brien (9/6/96) 28A 4/22/97 A E-Mail from Stuart Slote, PSD (4/22/97) 29 4/22/97 A Letter by ANR, Dept. Enviro. Conser., Water Quality Division (9/9/96) 30 5/16/97 A Letter by Civil Engineering Associates, Inc. (5/12/97) 31 5/29/97 A Letter by ANR, DEC, Wastewater Management Division re Draft Discharge Permit (5/16/97) 4c0254-4.x1s CERTIFICATE OF SERVICE I hereby certify that I, Edie Bowen, Administrative Secretary for the Environmental Board, sent a copy of he foregoing Land Use Permit #4CO254-4, by U.S. Mail, postage paid, on this 0 day of June, 1997 to the following: PARTIES: Patrick J. O'Brien O'Brien Brothers Agency Inc. PO Box 2184 South Burlington, VT 05407-2184 Margaret Picard, City Clerk Chair, City Council Chair, Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Commission PO Box 108 Essex Junction, Vermont 05453 Andrew Raubvogel, General Counsel Agency of Natural Resources 103 South Main St. - 2 Center Waterbury, Vermont 05676 FOR YOUR INFORMATION District #4 Environmental Commission John C. Drake/Thomas Visser/Helen Toor 111 West Street Essex Junction, Vermont 05452 Ernie Christianson, Reg Engr ANR/111 West Street Essex Jct., VT 05452 Donna Chandler VT Department of Health PO Box 70 Burliwy,ton, VT 05402 Dated at Essex Junction, )fjmont` this CS4CO254/eb day of June, 1997. - State of Vermont w w Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist RELAY SERVICE FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD May 16, 1997 Ms. Margaret A. Picard, City Clerk City of South Burlington 575 Dorset Street South Burlington, VT 05403 Dear Ms. Picard: AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division 103 South Main Street - Sewing Bldg. Waterbury, Vermont 05671-0405 Telephone: (802) 241-3822 Fax: (802) 241-2596 Enclosed are copies of a public notice regarding the public comment period for the issuance of a draft discharge permit to O'Brien Brothers Agency authorizing the discharge of treated stormwater from the Chatham Green Apartments to be located on Hinesburg Road in South Burlington to Potash Brook. One of these notices is information for the local officials. Please post the other in a public place for disseminating this information to the local residents. We are also sending copies of this notice to other local officials and interested persons who have asked to be included on our mailing list. We will be glad to send you additional copies if you desire, or add names of interested persons to our mailing list. Sincerely, Brian D. Kooiker, Chief Discharge Permits Section Enclosures Chlorine Free 100% Recycled Paper Regional Offices - Barre/Essex Jct./Pittsford/Rutland/N. Springfield/St. Johnsbury AGENCY OF NATURAL RESOURCES nFPA PTA4PXjT OF EN v inONivIENTAL CONSERVATION WASTEWATER MANAGEMENT DIVISION 103 SOUTH MAIN STREET WATERBURY, VERMONT 05671-0405 NOTICE: DRAFT DISCHARGE PERMIT PUBLIC NOTICE NUMBER: 1-1290 PUBLIC COMMENT PERIOD: May 19, 1997 - June 17, 1997 PERMITTEE INFORMATION PERMITTEE NAME: O'Brien Brothers Agency PERMITTEE ADDRESS: P.O. Box 2184 South Burlington, VT. 05403 PERMIT NUMBER: 1-1290 FILE NUMBER: 04-14 PROJECT ID NUMBER: EJ97-0103 DISCHARGE INFORMATION NATURE: Treated stormwater runoff VOLUME: As necessary RECEIVING WATER: An unnamed tributary of Potash Brook and Potash Brook EXPIRATION DATE: March 30, 2002 DESCRIPTION: This is a draft discharge permit proposed for issuance to O'Brien Brothers Agency for the discharge of stormwater runoff from the Chatham Green Apartments located on Hinesburg Road, South Burlington, Vermont. The means of treatment includes overland flow across vegetated terrain to an unnamed tributary of Potash Brook and to Potash Brook. TENTATIVE DETERMINATIONS Tentative determinations regarding effluent limitations and other conditions to be imposed on the pending Vermont permit have been made by the State of Vermont Agency of Natural Resources (VANR). The limitations imposed will assure that the Vermont Water Quality Standards and applicable provisions of the Federal Clean Water Act, PL 92-500, 'as amended, will be met. -2- FURTHER INFORMATION The complete application, proposed permit, and other information are on file and may be inspected at the VANR, Waterbury Office. Copies, obtained by calling (802) 241-3822, will be made at a cost of 10 cents per page from 8:00 a.m. to 4:00 p.m., Monday through Friday. PUBLIC COMMENTS/PUBLIC HEARINGS Public comments on the proposed permit are invited and should be submitted in writing prior to June 17, 1997 to the Agency of Natural Resources, Department of Environmental Conservation, Wastewater Management Division, Sewing Building, 103 South Main Street, Waterbury, Vermont 05671-0405. Any person, prior to such date, may submit a request in writing to this office for an informal public hearing to consider the proposed permit. A hearing will be held only if response to this notice indicates significant public interest. The permit number should appear next to the VANR address on the envelope and on the first page of any submitted continents. All comments received prior to the above date will be considered in formulation of the final determinations. FINAL ACTION/APPEAL At the conclusion of the public notice period and after consideration of additional information received during the public notice period, the VANR will make a final determination to issue or to deny the permit. Any person may, within thirty (30) days after permit issuance or denial, appeal the VANR determination to the Vermont Water Resources Board pursuant to Title 10 V.S.A., Chapter 47, subchapter 1269. Canute E. Dalmasse, Commissioner Department of Environmental Cons: rvation January 8,1997 Faith Ingulsrud District Coordinator District. #4 111 widest Street Essex Jct. VT 05452 RE: Chatham Green Apartments, Land Use App. #4c0254-4 Dear Faith: At Lhe request of the Water Quality Division of the Agency of Natural Resources, we have revised the above mentioned project to minimize the impact on the class three wetlands on this site. The project now consists of three eight-plex's and three eight car garages instead of four eight-plex's and four eight car garages. This allowed us to move some of the buildings out of the wetlands. We have received an amended water supply and wastewater disposal permit (case # WW-4-0344-1). We have also received final site plan approval (amended) from the City of South Burlington. Enclosed is Schedule F, Certification of service. Also enclosed are five copies (including the landscape plan) of the revised prints. If you have any questions please call me at my office. Re,spectfully, Patrick O'Brien CPA Partnership\ O'Brien Brothers Agency Inc. CC: South Burlington Select Board South Burlington Planning Commission Chittenden County Regional Planning Commission O'Brien Brothers Agency Incorporated 1855 Williston Road P.O. Box 2184 South Burlington, Vermont 05407-2184 802-658-5000 Fax 658-5002 State of Vermont WATER SUPPLY & WASTEWATER DISPOSAL PERMIT LAWS/REGLTLATIONS INVOLVED Environmental Protection Rules Effective August S. 1996 Case N_=ber: WW-4-0344-1 PIN: EJ96-0495 Lando,•.-,er: CPA Partnership Address P.O. Box 2184 South Burlington, Vermont 05407 This proizct, consisting of construction of three apartment buildings with eight 2- bedroom units in each b, 1dings, served by municipal water and se«°er ser-vices, on a 7.26 acre pre-existing lot located at 635 Hmesburg Road/Vermont Route 16 in the town of South Burlington, Vermont is hereby approve-- under the requirements of the regulations named above, subject to the following conditions. This permit does not constitute approval under Act 250 case number 4CO25.3-4. --Is pernut does not relieve the permittee from obtaining all other approvals and permits as --:av be required from the Act 250 District Environmental Commission, the Depan anent of Labor and Industry -phone (802) 828-2106 or (802) 658-2199. the Vermont Department _:Health -phone (802) 863-7220 and local officials prior to proceeding %1,th this , oject. project shall be completed as shovsn on the following plans prepared by Cis it Engineering Associates, Inc. which have been stamped "approved" by the \Wastewater Management Division: Project: 96150 "Chatham Green Proposed Apartment Buildings" ;,:,eet Cl "Site Plan" dated April 1996 revised December 12, 1996; Sheet C2 "Water & Roadway Details" dated April 1996 revised April 26. 1996, Sheet C3 "Sewer Profile & Details" dated April 1996 revised December 12. 1996. ��eet C 5 and Sheet C6 "Specifications" dated April 1996. The project shall not deviate from the approved plans without prior written approval from Wastewater Management Division. ', o alterations to the building that would change or affect the exterior water supple or sewage Disposal, or the approved use of the building shall be allowed without prior review and _pproval from the Agency of Natural Resources. 4. The Wastewater Management Division no« re,.iews the sewage and water systems for public uildings under 10 V.S.A., Chapter 61 - Water Supply and Wastewater Disposal Permit. 5. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times. for the purpose I Water S__ -2lv & Wastewater Disposal Permit CPA Pa_--:rship Page 2 ascertaining compliance with Vermont emironmental/health statutes and regulatic-S. with _s permit. 6. T -_-_s permit shall supersede Water Supply & Wastewater Disposal Permit = «Z\-=-0344 �ed December 19, 1990. thereby rendering it null and void. WATER SUPPLY 7. T•-t_ project is approved for water supply by connection to the municipal water Sys--m. No c __er means of obtaining potable water shall be allowed without prior review and a2nroval the Wastewater Management Division_ 8. installation of the .rater line extension shall be inspected b.7 a professional c_gineer -__ stered in the State ofN"ermont who shall report in writing prior to occupanc%. that the _ • _ -ti has been completed in accordance with the approved plans. The engineer's re t : shall !-:-Ide, but not be limited to. the numerical results of all leakage tests performed on water and review of the pipe in the trench before covering, and the disinfection o xater SEWAGE DISPOSAL 9. - ` project is approved for %wastewater disposal by connection to the municipal System a maximum of 6480 gallons of sewage per day. No other method of wastewater Disposal _ be allowed without prior review and approval by the Wastewater Management Division, such approval «ill not be granted unless the proposal conforms to the applicable :_,.V s and -- _slations. 10. professional engineer. registered in the State"of Vermont, is to Qenerall%- supe- -ise the -_truction of the sanitary- sewer line extensions and, upon completion of constru'-tion, the _ _ ervising engineer is to submit to the Wastewater Management Division a .vritten �e-ificaton stating all consfruction has been completed in accordance with the stamped __=roved plans. The engineer's certification is to be submitted to the Division pri - to the -apancy of any unit and the certification shall include, but not be limited to. the r.---rnerical of all leakage testing performed on each segment of the sanitary sewer extension and �: manholes, as described in Appendix A, of the Environmental Protection Rules %Va: - Apply & Wastewater Disposal Permit CP_,_ ?_.-rnership Pau— 11. This project has been granted a 100YO r.._-_ciion in design wastewater flow. bayed on the 2roposed installation of water saving ply~ :ng fixtures. Accordingly, the plumbing fixtures utilized throughout the project shall coy:._:: vith the following performance spec incations'. - ater closets - 3.5 gallons/flush, ma- —_l n: showerheads - 2.0 gpm, maximium; and avatory/sink faucets (aerators or flow re__=_:ors) 2.0 gpm, maximum. Fixtures complying ..ith such performance standards shall mznently maintained throughout the project. Dat:.= _: Essex Junction, Vermont this Decem'c- 3, 1. 1996. William C 3-ierle�. Commissioner Deparin- __ , En%ironmental Conservation Bv �Lr� v� yman,, A;�_:�:_ :: Regional Engineer c 1 or the Record youth Burlington Planning Commissio- 'ee.:tboard Civil' Engineering Associates, Inc. Act 250 coordinator-4CO254-4 Department of Labor & Industry Health Department -Food & LodgiriQ L:�_'ses Water Supply Division- CIVIL ENGINEERING ASSOCIATES, INC. P.O. Box 485, 95 Falls Road Shelburne, Vermont 05482 (802) 985-2323 LETTER OF TRANSMITTAL Date: December 19, 1996 Project: Chatham Green Project #96150 To: Mr. Ray Belair City of South Burlington (Hand Carried) From: Stephen A. Vock Description: Recordable Mylar 3 Full-size Prints Message: Copies To: 3. DEVELOPER shall replace or repair any defective or improper work or materials which may be recognized within one year after completion of the improvements set forth in Paragraph 1. For the purpose of this Agreement "completion" shall be deemed to have occurred when the MUNICIPALITY has inspected and approved the construction of all the improvements required by this Agreement and issued written notice to the DEVELOPER that the construction is complete. 4. For the guarantee of DEVELOPER's performance of all requirements hereunder set forth, DEVELOPER has caused the BANK to issue its Irrevocable Letter of Credit in favor of the MUNICIPALITY, the original of which is attached to the MUNICIPALITY's copy of this Agreement, and a copy of which is attached to the DEVELOPER's copy of this Agreement. During the term of this Agreement, DEVELOPER shall cause the attached Letter of Credit to be renewed at least thirty (30) days before the maturity date thereof. Failure of DEVELOPER to deliver evidence of such renewal to MUNICIPALITY thirty (30) days prior to the date of expiration of said Letter of Credit shall constitute a default of the terms of this Agreement. 5. Said Irrevocable Letter of Credit provides that the drafts drawn under said credit, must be accompanied by a written statement signed by a duly authorized agent of the MUNICIPALITY, that in the judgement of, ,the MUNICIPALITY, the DEVELOPER is in default under the terms of this Agreement, and that the funds to be drawn by the draft are in payment for, or in anticipation of payment for materials, labor and services required for completion of the improvements identified in Paragraph 1. Payment of each draft will be made at sight when presented to the BANK by the MUNICIPALITY, the payment limited only by the aggregate amounts presented in relationship to the maximum amount of the Letter of Credit. If DEVELOPER shall be in default of the Agreement for seven (7) days because of its failure to provide evidence of renewal of the Letter of Credit, required in paragraph 4 above, the MUNICIPALITY shall notify DEVELOPER by certified mail of said default. DEVELOPER shall then within three (3) business days provide MUNICIPALITY with evidence of said renewal of Letter of Credit or MUNICIPALITY may notify BANK of such default and request payment under said Letter of Credit. 6. The DEVELOPER and MUNICIPALITY hereby agree that the sum Of Fifteen Thousand Dol ars ($ 15,000.00 ) shall be sufficient to secure DEVELOPER's obligations under this Agreement but shall not relieve DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the above -stated cost. 7. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of any draft it submits to the BANK. The consent of the DEVELOPER to payment of said draft by BANK to the MUNICIPALITY 2 8. The MUNICIPALITY shall not file with the BANK a Statement of Default until ten (10) days after notice has been sent to the DEVELOPER, by certified mail, setting forth its intention to do so. 9. All funds drawn on the BANK by the MUNICIPALITY pursuant to the Letter of Credit shall be used solely by the MUNICIPALITY for the purpose of completing construction of the improvements identified in Paragraph 1. Any work contracted for by the MUNICIPALITY pursuant hereto shall be let on a contractual basis, or on a time and material basis, or shall be performed by the MUNICIPALITY's own work force and equipment, or shall be accomplished in such other manner as in the judgement of the MUNICIPALITY shall accomplish the work more expeditiously and economically. 10. If payments are drawn on the BANK by the MUNICIPALITY pursuant to said Letter of Credit, and it shall later develop that a portion of the monies drawn are in excess of the MUNICIPALITY'S needs, any such excess amount shall be refunded by the MUNICIPALITY to the BANK, to be credited by said BANK to the DEVELOPER. 11. This Agreement and said Letter of Credit shall terminate and shall be of no force and effect upon completion of the one year warranty period as described in the above Paragraph 3. If the MUNICIPALITY has not delivered any written notice to the DEVELOPER of any defective or improper work or materials in the construction of the improvements within the twelve (12) month period, or if notice has been given and the defective work or materials have been corrected by the DEVELOPER, the MUNICIPALITY shall forthwith notify the BANK in writing that the Letter of Credit may be canceled, and shall return the original Letter of Credit to the BANK, and both the DEVELOPER and the BANK shall be released from all obligations hereunder and under said Letter of Credit. 12. Upon request of DEVELOPER, but only at the, sole discretion of the MUNICIPALITY, the MUNICIPALITY may agree to reduce the amount of said Letter of Credit required hereunder if the MUNICIPALITY believes that the full amount of said Letter of Credit is no longer necessary to protect its interest, and shall notify the BANK in writing of such reduction in the amount of the Letter of Credit. 13. The BANK may not modify the Letter of Credit without first receiving written consent of the MUNICIPALITY. 14. DEVELOPER hereby agrees to indemnify and hold BANK harmless from all claims, causes of action or liability of any kind arising out of this Agreement or the issuance by BANK of this Letter of Credit, including attorney's fees, as long as BANK follows the terms and conditions outlined in said Letter of Credit. 3 15. This Agreement shall be binding on all parties hereto and their respective heirs, executors, administrators, successors and assigns. Dated at >o:��/ n- ,� ,�, Vermont, this �� day of 4-e-� ,�19 9 -7 . IN Y.E PRESENCE OF: 41 IA141� By Duly Authori (DEVELOP R) ated at % , Vermont, this7'day of 199 �( I ESENCE Off': Dated at , 199 IN PRESENCE OF: By: /� Ol.� 41t�f.�t / V ic-- Duly hor ec (BANK) Vermont, this day of ent t By: Duly Authorized Agent (MUNICIPALITY) 4 f Adjacent Properties of 636 Hinesburg Road South Burlington, Vermont MACKIN KATHLEEN A 91 STONINGTON CIRCLE PENNSCO TRUST CO 99 STONINGTON CIRCLE FAUCHER MARC R & MARGARETA 101 STONINGTON CIRCLE STOVER JEANNINIE G 108 STONINGTON CIRCLE JENKINS & JACKSON, LLC 110 STONINGTON CIRCLE ROLAND JOHN 117 STONINGTON CIRCLE PATEL KAPILKUMAR N & DIPTI 119 STONINGTON CIRCLE ESTABROOK RICHARD M 120 STONINGTON CIRCLE LESAGE ALAN 122 STONINGTON CIRCLE PERELMAN TAMARA 129 STONINGTON CIRCLE 131 STONINGTON CIRCLE LLC 131 STONINGTON CIRCLE EDDY BERNADETTE 133 STONINGTON CIRCLE PAINTER JEAN W 135 STONINGTON CIRCLE PARENT NICHOLAS P & NADMI L 137 STONINGTON CIRCLE BOUCHETT FRANK & BETTY 139 STONINGTON CIRCLE KIM HYUN TAE & KEE KYUNG 141 STONINGTON CIRCLE LAKOBA TARAS 143 STONINGTON CIRCLE DAMES JOHN A 145 STONINGTON CIRCLE WHITNEY LOIS M 151 STONINGTON CIRCLE MCCABE CLAIRE 158 STONINGTON CIRCLE MAURO RACHEL M TRUST 160 STONINGTON CIRCLE GOEHLERT UWE G & ELLEN L 167 STONINGTON CIRCLE SHI YUN 168 STONINGTON CIRCLE RESSLER ALEXIS B 169 STONINGTON CIRCLE LIAMOS CHARLES T & KAREN M TRUST 170 STONINGTON CIRCLE r t t : t � ' .. r. � :,,� r" —4 � �. • � T J(� - � ` It f « Y S: ' ` /t �+•. � _ � t �' - t or f' .vA 10 v WELLS ' i}M M¢ftelPtAtj WELLESLEY GROVE LEGEND -- PROPERTY LINE 320-- - - - - EXISTING GRADE CONTOUR J20FINISH GRADE CONTOUR 't•r 3 M EDGE OF WOODS V I t9 is s.xa f4.:-29i ♦ - - - -w- - -WATER LINE -------9•------ SEWER LINE S c P 0 4 1996 -G- -- CAS LINE 77p E - ELECTRICAL LINE C - - OE- - OVERHEAD ELECTRI CL A City of So. Burlington ( - -- WETLAND LINE tl HYDRANT NEW SMH 0 EXISTING PARKING _OT LIGHT 12x8 TAPPING RtM-321.0 Ex. s`sH I I LOCATION MAP SCALE: 1"- 2850' mM-3a.te // SLEEVE h VALVE INV. IN-316.1 � POWER POLE INV. OL1T-316.0 DECIDUOUS TREE ---�fff`}��- -- --- I EX. SMH ----- -- O \\n CONIFEROUS TREE \\ R O U T E 1 1 B k COUV.E313.333 H I N E S B U R G R O A D SILT FENCE NEW INV.-313.5 -CC_ HAY BALE CHECK DAM EX. 12' D.I. WATERI - - - _ -w- - OE _4 - - - - - - - - - - - - - - - - - - - - - s- : - - - - - - - - - - - - - - - n. a9uac NTEwcEw ok \ he 984.00 - - --�= _�--- - - -G - - - -G- -- -- -- OW EX. ItIM+32t.7e b TOPSOIL SEED `M `e. ` \ - 1 324 \ I Nv-3t4et9r I 7 A _ MULCH) 1 \ A\!6• Ir'9ti MIZE __.. TREE AO `A C91-A ARING J THIS ARE� RI2; -BNV 75 2 RIM-320.0 EL0VERIF C87 \ILf _ \\ - I NOTES: 1. Under GOODRICH \ �q, I I Underground nand utilities shown hereon ore based on utility evidence visible at ground surface and are subject Eo field ADDI11ON I verl8caIlan by excavatlon. UtIttles shorn do not purport to AL NI 10 SPACES conetltute or represent all utilities located upon or adjacent EW (IF NECESSARY)' to the surveyed premises. All discrepancies shall be reported M PAVED '{�\\ EXISTING PARKING LOT I to tha En y eer. The Contractor shall contact Dig Safe (800- \ - J 225-4977)in Tor to an construction, AREA (/�$ Ir J )t - 2. The Contractor shall repair/restore all disturbed areas (on or 322 I PROPOSED .S 't1N1T \ PROPOSEDf NI 1\ /� off the site) as a direct or Indirect result of the dPARJ?AENT BUILDING ! APARTMENT BN 011NG n �1� L1_ can'tn atian. EL 323.0 - co. F F EL 322.5 _.._ - ... _. ____. _ I --_ _-�.c .. _ - 3. All / i _-`-- \ grassed areas shall be maintained until full vegetation is /(8832 S.F. �' / rl (8832 S.F.) I I \ _. _ established. ,, Q .o I - s .o 1 \ t,e . `mil. no stt. - I \ " I - 4. The Contractor shall be responsible for all work necessary for I / Z complete and operable facilities and utilities. IXOn J21 �11m 17 I -, 5. If the building Is to be aprMklered, DaakBow prevention \ INV. ee- 16.22 ,J pe shall be provided In accordance with line t Mwo The above / 15 or� Vase tY R9e /T IR�d322.e \ I Contractor shall construct the water line to two foot aDo•e 92 A 3 A ��- the finlshed floor. See mechanical plans for riser detail. - M o IM 31 arn.° EXISTING APARTMENT BUILDING INV.-314.9 \, ,�, \ 6. The Contractor shall maintain as -bust pions (with flee) /or rRIM- 20.5 /' \; -'�" I 76 UNITS (ELDERII') all underground utllitles. Those plans shall be submitted to r7f3-A fl I I the Owner at the completion of the project. .INV. J16.S RIM-320.5 17s �Z PROPOSED BUILDING I INV.-J1e.0 E RACK v Z UNTIED UCH vl T I 7. Ths Contractor shall submit shop drawings for all Items and rn.75 t, materials incorporated into the site work. Work shall not n I + �` \ -� - - _J begin on any item untl shop drawing approval is granted. �/ P OPOSED,' INT. J� - �' CARP 1 ! s sP�cFs I I AREA' F n u1 P S. All pavement cuts shall be made with a power pavement saw. rf d rn'�� ry ' / / In addition to the -1-enema set In these pions and 320 d + /•1.••-�'a 319 N U `•" I` v b� , / specifications, the Contractor Mall complete the work in I w }ti accordance with all ermit conditions and South Burlington •• ..................... I .......•. ........ .. '� � � nor.! � f O Public Works Stonda de. u /f/ b 10. n are. shall 0.t. The tolerance De I�ades for all pavement, walkways and law I II I SILT FENCE 'Pun A PRo E4 I ___ _ _ LOT COVERAGE MOUNTED U I / / EXISTING PROPOSED O v , 7 _ \ x72os ce I I / TOTAL AREA 7.23 ACRES 7.23 ACRES r siq CB -A19 5 NV.-316ioll 11 II 'I / BUILDING AREA 24,400 S.F. (7.8E) 53,584 S.F. (17.1%) I .IIDE60,TOt S.F. 315.5 &SIS ,S.F. .(19.2%) - WATER LINE --toEASEMENT `w FOXCROFT TOTAL 55,426 S.F. - 17.7% 113,685 S.F. - 36.25 I kO' 1 ZONING LANE TIMBER .. Y i - EX. -,/ � DISTRICT: RESIDENTIAL 7 DISTRICT (R7) 1 ,. MEDICAL � �,� i \ � � 1 % / -6 _ _ � / BUILDING COVERAGE MAXIMUM: 20[ LOT COVERAGE MAXIMUM: 40% LocAT'Tr' �- NAME OF RECORD LAND OWNER eo.eo' _ CPA PARTNERSHIP P.O. BOX 284 S0. BURLINGTON, VT, 05407 / 319 � \ 1�APPROXIIIAATIE / f My lEMSED Butte" aquas. PWNG Lot ! GRADW N 1�e; N CHATHAM GREEN 4 X1-96 My IEVa S7atY 0lY6 ! AOate RRMOS L(U[A `WE 16-e6 Sw Ie: MMXWMUIUMMPAea16LOTlMt PROPOSED APARTMENT BUILDINGS w "ore SAv eEWsa sAUXs JTl1- PAVING LOT ! a SITE PLAN NOTE: PROPOSED POLE MOUNTED LIGHTS TO BE 1e-96 SAV M11e1 FEW" GRAPHIC SCALE ' 250W (MAX.) MERCURY VAPOR (TO MATCH BRIAR WOODS CONDOMINIUM w ' Dote Ch'k'd RoNslon SOUTH BURLINGTON VERMON7 EXISTING) MOUNTED AT A MAXIMUM HEIGHT ASSOCIATES D< 16 FT. � Drawn by ACL pate APRIL 1996 SHEET WETLAND IMPACT AREA IS •- .S7 ACRES 1 IN yscy I Checked by BCE Scale t' - 30' CINL ENGINEERING ASSOCIATES, INC. C1 t h-b - 30 rL Approved by AV Project No. 96150 SHELBVRNE. VERMONT l� I I I I I I Calculated point lies I I N54V575"t of o distance of 385' tram PK nod found — I I I I I I I \ I I \ i \ I I �\ I \ I \ Wellesley Grove Condominium \ Vol— 214 Poge 203 \ November 8,, 1985 \ I I \I . Existing 40' Access \ £osernent \ See Y716, \ 11 Page 11 PK Nail tound in pavement / &ant Existing 18" w �= RCP storm 8 6Ye/%s/y Go ve • . 1 ss e Existing IB o`�_ inroCP I r ----- - ee cure rwh2 I Eurbq el— \ goat', I Ex. 1?" CMP E fisting L- St ern 12" CUP I I invert I \ Stormwater bows across gA Me surwp0 parcel. I I o I Drainage Is shown on \Mop Reference R 1 No eoswene+t recovered I I F.411 9 Rp-Fqo I ohp 11^ I ;errt I I rq). Existing House 66 , wide I I Righ! of Wo I Existing 24- I I HDIRE A, vent I aI a I Ia' -00000, T1 I pl W O9rien Brothers LLC lblume 896 page 158 h r H September 29, 2009 EosemanI I ll I Eseng t Q, o /or the C benen of Halm, New England, Inc' ee HlJume $17, S Poge 747 .n t i 34 reb e or _ I found I � Existing 12"CUP invert o Existing 20'fit216,?76,Poge I1 �eq �.....Nj9' E��126x insioded by the nd .t f.57. e7o ..., � i Qbrien purl of the I G01 Survey control I i Slonington Code - point dojo References I project. No eosemenf recovered. 1. Plan entitled "Wellesley Grove Condominiums - Revised Concrete monument found Final Plot "prepared by Fitzpatrick CLewe//yn with revision dote of Aug. of 1985 - Mop Slide 1B2. Iron pipe found 2 Plan entitled "Boundary Survey - Obrien Home Form - Iron pipe (16 rebor) with Obrien Family Limited Partnership and obrien Home 0 aluminum cop L.L.S. 639 set Form, LLC" prepared by Krebs and Lansing Consulting Engineers with revision dote of June 9, 200B. Calcu/oted point J. Plan entitled "Plan of Portion of the Property of Leo Obrien" prepared by Francis R. Lofoyette doted June _ _ Property Line 1952 - Mop Slide 27 Stonington Circle volume 626 Page 344 ..oily 29 200J o� o\ y Wellesley Gro ve Condominium ✓alums 214 Poge 203 November 1% 1985 --Survey Notes 1. All bearings are calculated and referenced to Astronomic North. Astronomic north was determined from o solor observation of the suns trolling edge on September 12, 1990 Mognetic north is 16b5' West of Astronomic north. 2 A closed traverse was completed in January 2014 using a total station theodolite/ electronic distance meter (Sokkio CX103). 7F�-€\ i South Burlington Boundary Notes 1. the descriptions controlling the locations of the boundaries of the land surveyed and the physical evidence located and existing on the ground were compared and analyzed to provide boundary locations that are most indicative of the original intent of the deeds and in harmony with existing monumentation. Mere conflicts between physical evidence and written evidence ore substantial, deeds and/or documents should be or will be executed to ehminote any color of title or conflict. 2 This plot of survey depicts boundary location of the lands under the title of the Obrien Brothers LLC and also the limits, where known, of easements licenses and/or other servitudes and rights that may encumber or benefit the surveyed premises with the exception of utility easements. 3 Monuments hove been set in and on the ground where shown on the plot of survey where, in the opinion of the surveyor, it was necessary to perpetuate a corner not otherwise monumented Monuments shown as "to be set" will be set at the title holders direction. 4. Any boundary line location, based on deeds or documents recorded in the public records by which title or rights were conveyed to the Obrien Brothers LLC, or title or rights in lands of the Obrien Brothers LLC were otherwise delineated, is subject to accuracy and legality of those deeds or documents. (Mere those deeds or documents ore improperly executed as a matter of low or contain errors or omissions in fact, or contain or ore based upon erroneous conclusions of low, then the depicted boundary locutions may not be valid 6. The boundary line locations shown ore also subject to accuracy and legality or lock of authority of any grantor or grantee who professed the right or ability to convey, receive or condemn property or rights in the surveyed property. 6. Any depiction on the plots of survey of boundary lines or other structures, exclusive of boundary lines for the Obrien Brothers LLC were located by tachometry. The location and depiction of boundary lines other than those of the Obrien Brothers LLC are not warranted and all boundary fines depicted are subject to the accuracy and completeness of the public record 7 This plot of survey is for the sole use of the Obrien Brothers LLC. Use by other property owners, private or municipol, is specificolly unauthorized Certification W. wire, z based m ph).kW ew!Y- rr, EI found it the QYd and i,kv hM r�P abstracted horn a4ege aad other l IAN peth—t r--r and Mrs A consistw,l sith that evidsnca m' plot c r .EWES corrlorms la 7 YS/A. seclim, I R3[ ? (n� No. 539 r LAND rrnrnlllllllle�l Survey RAK Kw_ Li Drown SN}fy77Aw Boundary Survey Checked IAJ Lands of 0' 20' 40' 10' 120' Scale 1" - 20' O'Brien Brothers, LLC Uq Dole Feb..X 2014 Project 0JI65 Grgphic Sc0'le 1" = 20' -rR69S -1 L 1VSXVC ConsUlhiny Engineers, /no. d �l JN4' dtain Scree; Colchester, s'ermont 05"6 ECEIVED FEB 10 2WA y of Sty. Burdinybin N�I1h ' 8f I I I I I I 1 1 I I I I I I I 1 rwn I� r I a � m I I Z 1 - Con to be P runed Londscop_indi-cted by g Schedule - hrecr donut Tiee fo Decut lead - Description Sze Ouanti� Sj lb l set Plumb White Spruce 6'-7' tall 6 P—glnx'o Oo wood 'Arctic Fire' i*� Reinforced rubb-- 9 J go/. 10 � 1hose ; i Tt` -CuN 9 mot-io/ ornr�3lolwwlero 'rp'4'r* '! (Cyingwve,3P- i Dogwood Ivory Ha/o' 3 go/ 1 �s in r;y ' ,� tree) cwvrs alba f> 7{wlo '� ,, 'A s Sp/reo F%MMg Mound' J gal 13 0 rn t P-© soli souk �{ r '•<�?` -Trunk transition Dwf. Maidenhair Cross 7 4,.� P/Doting mixture Wel/es/y Gro ve a a j rode ea Pto mu/on. Gobpp/e Feb d' 2" coL 7 01 Fnisn grade rnl�g caged' FrrrbrrJ Curt top 1�3 of -noll back budop d remove any MagnoliaA/exondrino' 4'-5' to// 1 t ' _i wi-,— r �\-agm�l'o, wulargcmw NavrJrl�w' WY foarbd/before \ bockmlmg, untie rope Cedar Emero/d Green" 6'-T 2 rz 6" c potted _- \ tram trunk li ja rxciAcdolis dd (�rccn plonrmg mixture oar _- Lillie Stella D'oro' 1 gat 60 Q s°. - E.lrnaq buamog ic,x�cca!!-.'�/c//o do Orc" Existing subgrode- f ��_ _ -Tiee spporf anchor III i�l—III I�� —� II III �-1 TO Londscope Plon provided by Forest Mite of Pont & Stone Landscaping, 6582 Williston Rood, Wi/liston Vermont. �effes/y Gnome Drafting by Krebs & Lansing. NoreKoef-Primp-r ,00egrodobre New Tree P/ontinn Londscope Detail STOP _ h` sign sock N- 20 i -32a_ _-..�[1l \ \. ♦ JT�T ten, Poore/ Po/e -/ ` 1x>° 112 Survey Control Point HMO 1,,4rant p dA o rD / A w I E7� ihyoYonf Appror Property Line Existing easement line - -- - - - - --o -- Setback line/building envelope N o, - - , We//es/y Gro ve Ex/sung free line 13h _--- Existing Contour F Existing Stockade Fence Existing Overhead Power NLw Se t Jo 558 _ - _' Finish Contour cu et New budding New Pavement New c/eormg M ir,r' 7 ores-ve olr rI I L7 I New c/ea PrsaMve ox a— o e" dmerer ' I Stonington greodra- ours/ee Circle Notes• ' 1. fie tocotion and materials of existing utilities is not warranted to be exoct or complete. The Contractor shall field locate all ' util/ties and be solely responsible for all existing utilities and their uninterrupted s-wces. fie Contractor shall concoct Dig Sole before commencing any work. ' 2. this plan /s not a boundary survey, Refer to plan entitled ' 6oundory Survey, Lands of O'Brien Brothers LLC, doted February 3, 2014, prepared by Krebs and Loosing Consulting IEngineers, Inc for complete boundary /nformotion. ' d A// water related work to be performed in accordance with the Specifications and Oeto/ls for the Installation of Water /hes and appurtenances for all Water Systems Owned by the Chomplo/n Water 0/strict, the City of South Bunington, and the Village of ✓ericho. " For Permit Re vie w RECEIVE FEB 10 7 City of So, Burlington 0' 20' 40• 80' lt0' Bor Scale = Dore rewsee ,k, ;� ;� i ;� �` i x M aiA any iUIaad JO 4 .OL = .11 2/DJS ,1067 aikiaJ38 auoyda/a1 Punoi6uaP n bu!{s-3 ..___. aouaa apa-{oo{S burls xa -____- -. —ct msoq yoJao�aui7 luioJS 6uys13 _-0-- t8-_. ... --i5 aloyuaru/au-7 camas 6mJsrx3 ®--- 5 -- --- 5 -- auq aaxJ 6mJslx3 �, < _ n _ , anion aJo6�aw7 uaJayl bugs- 3 nr-� --_- —_ -M--. ado{anus 6up�mq�auq y�oq{a,5 _ — _ _ _ _ _ _ _ _ _ auq Juaulasoa buysl3 — — — — — _ aui7 .f{n.do�d 'xa�ddy Juo/pfy 6ulJsl3 J—d /o4100 /-I'S t!-i alod /ahoy w p ua6a 7 51N 0, u0/;D.9O] oy?uap Jo a6o11M OW puo -u bgyn6 Wno5 fo .Q!j aqJ 9?r�lsrp -a .M u./d ay,? ayJ .fq pauep 5-0a 5,fS o;op 11D ioj saouo p ddo puo sauq /ala,N /o ugrlo//oJs V/ ayJ Jor s#o{ap puo ayl 4,j!. aouap-000 u, pauuof�ad aq of y ox pa{o/- -a — 11Y F' '!/O/JDUIJofU/ Aiapunoq aJa{druoo �o{ 'oul 'siaaur6ua 6gg1nsw_o 6ursuo7 pua sqa N .fq pa�oda/d YlOZ f .fiorugj pa{op ;, J77 vay{o g uar 6 p Jo spuo7 NaamS T opuno6 pe/Jqua uold of afay f.— T opumq o lou sr 'old 5!,w e- yol .fuo /o/aq ajaS Grp Jooluoo //oys �J_jq-0 aw sa-mamas paldnualurun �-w puo sarjgyn 6ugs-xa //o /oJ alq,!suod .. dlalos aq puo say!#gn No a{000/ p/aq //oys m;oouJuo,7 a4u Wald— uo Jooxa aq of paluouoM Jou s! saggln 6ugsrxa Jo s/aus{aw pua ugq—i a4U y .sa�oN 3 ! A V I \ 1 � \ I s\ I I \ I \ I \ 1 �\ I \ 1 \ I \ I ssrlr w ' S9fLf ru-y S aMVuoru u.«cs 6uusa3 I I I I I 1 I I I 1 ( I I I I I I I I I 1 I I / 1 I I I lI I 1' I II (J a (I � I 1 II IIa o° i s'rrr ,Wy II BWI R3 i ( I I I II $I I p,p ( KI �l 1 I I ti( nl I g$(I I I I I I I I 1 I I I i' ( I i' I' I I 6' eiomefer ,cr "� Stonington yrcahv a r:rtle of Circle ne wmy / n;re. Location Moo__ N r5. Legend_ 7 F5 w Power pole h 17 i Survey Contra/ Point Existing hyd ant Approx. P operty Line Existing easement line / Ey, ' - - - - - - - - - - - Setback line ybuildin9 envelope eeg nproat Existing tree line f We/%s/y Gro ve --- '- — _-- &'l'hn Contour — 9 Existing Stockade Fence Existing Overheod Power t - 338 Fiz'sh Contour New building 30' or t ' ,."•µt „a . New Pavement S r Br By — Sorrier Fence Y \ a o a �____\ • Silt Fence " Stone check dam Stabilized construction entrance � lien Y S ! Preserve ter �ECMpy yreatn ours�tle l _., _ / FEB 10 \ City of So. Burlington 0, 20' 40' 90' 120' No tes:_ 1. The location and materials of existing utilities is not warranted Bar Scale 1' = 20' to be exact or complete Tire Contractor shall held locate oil utilities and be solely responsfb/e for o// existing utilities and their uninterrupted services. The Contractor shail contact Dig Safe before commencing any work. 2. rhis plan is not o boundary survey Refer to plan entitled 60aadory Survey, Lands of 09rien Brothers LLC, dated Dote .�h,�., February 3, 2014, prepared by Krebs and Lansing Consulting oesv%Pdo„ Cneckea G Engineers, Inc. for complete boundary information. Design ' wN Erosion Prevention &Sediment Control 3 All water related work to be performed in accordance with Drawn nw,v the Specifications and Details for the installation of Woter lines and appurtenances for all Water Systems Owned by the Checked Rye Parcel Chomploin Water District, the CG'ty of South Burlington, and Scale _ the Village of Jericho. " _ _ /"l 'CJ.-; ..,.. O.-.. tL. .,.-., / / "- For Permit Review Construction Notes I. me methods ,d rot-als of a,snuuhan sno// conform to the m 11t s1,do,ds of the City of South Bu rhgeon old the Store of u moot. All work shoo be in con/a mal" with v// permits and boo—/e ;;sued for the project M cox of cane"t, the mare stringent soeeilc-ion shal poly oe determined by the En9/es All work shall be done in o workmanlike manner and c plet,d in the time specified by Owner. 2 Pre Contractor shot/ be "obb, ae 1 0// work old motes/s shown and required to make Me job complete. These I'a—gs do not show evny ruing or appurtenance. Materials snot/ be os proiNea on Me drawings. Monufocfurer's product specif/cofions shot/ be submitted for ol/ molerio/s to the Enginser for ,a,­1 p,w to inrtaiohon J me location wd sl:e of —Ring underground ufdmos is nor wo c ahted to be o,act or complete the canfmclor shoo fold locale It/ Im;lres and sha/ m fact the of/ fed utility company, the Engineer and the Town of Colchester.prv"'ortomaklg any hook ups. Inc Contract, she// be so//y reponsb/e for a/ eslsfmg utdihes and Ileir umnto fated services Al off -site bockfiw sheeting old shwmq, dewotsrng, clearing and grubbing, erosion control, d✓st contra, frofhc con fro, grading, old oN i nor tors shall be included as part of the req—od work 4 Repair of ar asturbea oreos, grading, seeding, mu/Ching, r lr of roods and curbs, pov h,, and other inc;eenfo/s are included as pare of the required work All disturbed areas sholr be laamed and murchea until permanent ground cover is esfoo/iseed 5 me C,troctlr shal wiry all h,,ron/ol control and temporary bench marks before use 6. the workmen old public sholl be protected by the Controcfor ham wry and all hazards c ecfed with the crosfrucfion work Opm trenches moteno/s, w _op 1 within the woralg ,mils ore to be guord o' by the us of adequate bambae- w Nog m Al borncodes left ;n position a—ghr are to be prpedy hot d. Korb— pots are, at acceptableman on, narrows Me useave povems,f, flag m slat be employed to aid the Now of traffic ea shot /here wiry be nI undue dvas Me Contractor sha/ be held shall e / the safety fa al workmen and the general public and olr damages to / llama mIbf warn ,upon the work pcosionea by negligence I shall be held , - lJble for the sooty of or/ workmen and the genera/ public and all damages ,e property Occurring Prom 19 upon Me work .652, old by negre to or day or nighl within the work/nq area. All work shall be in con/wmpnce to OSHA regulotions Tfle 19, Parts 1976651 and 1926.657,I and applicable fa WSHA regulotions. 7 Preamsfruclon Ezcowt! n oreos shown on the plan sha// be completed poor to beginnlg site ufiPity work and prior to wd ing structures. Ili, Confmclor shall allow the Engle, on e week to provide design deaai,s bused on Ito—eim obtained !ran the lo—st—hal E cbwfion. the Controeeor shall confoct the Engineer at least 24 hours / advance of pent—;nq ehe -Non. In odditran to the designated Precons/ruction F—vati—,, the Contractor sha// verify o// utility into,"cfims and contact Engleer and Own, with conflicts. B Cmtroctw shall contact dig Sale prior to any owavaean 9. l polo y silt (n shall be erected prior 1. any clearing or construction. Fencing may be erected in phoses but in no case shall con m cticn of creorlg proceed /cooing Special oreos may be designated by the Owner for preserwf/on of ex/flog trees. Mere areas sho// be the Calt act-, -alit, to insure no damage Is done Io designate, t ees. 10 EW Ling plattngs a located 1s 9al areas as shown on the plans. Cmtroctw sho// protect plantings schedrem uled to ol I,so as not to domoge these loci/ roof systems. re Il. Cm tractor shall verify al Uf1llty inrerseclims by swowhon of loose 300 It /n advance of all pipe toying acbvlt;es. The Engineer and Owner must be oneoeted with conflicts. Failure to comply with project requirements shah severely bmf el, Contractor barn pursu/g any a/am /o compensation resu//ing bom emnl is with the a etoq uti/ifres. 12 Cmtrocfor shall comply trim a# permits and approwls Issued far this project 13 9gao stability upon unsaturated soil conditions. If dunhg co struction saturated socs we encountered, contact the Engineer—odioe/y -------'-"' J" Bituminous Concrete Pavement Tp I" - rype /// (4O60J) vrAor standard See site plan for Spec;Scohln for Construcfiwr cross slope Box 2" - rype // (405 OJ) VTAOT Standard Specification for construction -_ 6" crushed grave/ leveling --- a 704.05A fine VTAOT Standard �yy f, Specih'cotion for Construction -- - -- - 12' crushed grow/ subbase 704.05A coarse VTAOT Standard 11 yr IIII III_II III III _i - Specifcotionfor Const—tlon II —_II OEM IIF-III11 n LIIL1nIII Iii ll Sold Bomow for Fi// 70JDJ Eorfh Subgiode VTAOr Standard Specification (a, Construction 2011 --- M/mfl fobnc 500, Minimum owl/p Specifications: to be 24" 1 me m subbase epMs shown o requirements. /nwstigatw of—blq soil ohdilahs smrequled And depend g rislog sod cmahons the subbase deaths may thong, if recommended by an independ-t gwah chaco/ angles. 2 Groto'Ne fobrics ;boll meet the requremrofs of VAOT S-ban 720 for roadbed subgrode and 11— trenches 3 sond donow shall meet me requr —le o1 VAOr 5ubsecflon 70JOJ 4 Growl dose shall meet the requirements of VAOT Subeechan X9,04 5 Crushed 9ro vet shall reel the requirements of VAOr 5ubsecfion 70J 05 6 Crushed stone shall meet Me regu/ moots of VAOr SubssctPon 703 /0 Typical Asphalt Paved Cross —Section N rS Asphalt Pavement and Crushed Grovel Subbase Construction Notes (- awkat, ,.hwmcee —11 9 br ra,r,,,, — man= and ,ivewawe) I Pbllg /of and circu/ofron roods sha/ be constructed to the line Ina 9rooe slows on b the owniga Ise road wd u"ity Ixofiana sha/ be us to ally datoewd h/-, otherwise shown. 2 Al/ rood and pakfn9 consfmction slra4 be cp/efed I acc,aonce with the Vermont Agency a/ Ironparfofion st-dera, .(oxffcorians fw conswuclIan" 101t 3 Pre Conbacfm slaw follow Vermont hignwoy Speci! Irims (2011) Section 1031/ for p/oclq one preodlg embwemmts. 4 Fdl moteha sha# meal Me requbwnent far and borrow section 70JOJ of the Vermont Agency o/ T—Ma,fot/nn Sfonda d speaifiear;, ear cmrbucrin 201t Fv shoo be proced 112" (Jos cm) lift warted as requkea and co pectee In solisfoct,y compactiw equpment to not less Mm 95X of moaknum Wy density os all—ised by Me AASHTO-r-99 Standard P tar, 5 Road I Nl/ sect/ s Mah be 1— and compwfed o m of J feel (09 m) .0w tea o/ any utility fo b d/etl ochre trenM ;s owawfed - ppe prpcem-1 orn henches and .1 Srchbin Me conhacto, flop provde al necestmy An effng, sh,h9 via Wbcing to ma/raI cwnpionce with 0OSHAIVOSNA ro9u/orn'orrs 6. Methods for construction of tubgro show conform to ✓ermonf HVO we Sp-4-bons (2011) 20J /2 7 Any aub9rbbe or subbase dlsturbed by Cmtrectw, w rendered unwitab/e by construcfiwr mecbb; K shah be removed and replaced will sand barow conkrmlg fe section 70303 of we V art Agency o/ Tronpwtafol Sfanaore Specr'hcalfons /o, Cmsfruction 2006 of Me Confrocfw's epense. rho subgroee sho/ be canpmted to not less Mon 95X of m—mum Wy density as determned by the AASH70-7--99 Stbndwd Proctor, B me Owl— shoo be ese-bl, for cowaloticn of and costs or a/ c"pacnw fsetlg and ears onale/s as eefined by pone and .peciscotiwr. 9 hushed grow/ subbase for p.— sloe Carr m to ve-mwr Hphwoy Sboat6cphws (1006) Jat 701 OA Toae 70105A, Coors,. 10. L-4,,q rou,ee shah car' to mlmmf Moloay SpeciC.tier (2011) Jot 70404 ruble 70405A. tie. 11, SI'Nmlaue conclet. Pavement straw —Awm fo vowont 1;0wroy 114-7'cofiws (1006) Section 404 and 106 Bnd coupe ,Mil be Ttae Z and tl/ l wewlg course shore be Type d7 12 5,ow Anaysi, for Sew Anolysls far 70405A Sow Analysts far JOI OSA 703.05 Swd Barrow (Co-,) Crushed Grovel for Subbase (Foe) CrvrhM Grow# for Subbase Sieve Deswpliw_ X fins by weight 5". Descripliw X M!,�b weight Siew Oescnptiw X Nner by w ght 2" (51 min) too 4" 000 min) 95-100 2' C50 tom) 100 1.5' (J75 mm) 90-IX f4 (4 75 mm) 25-50 l5 (375 mmJ 90-100 5" (125 min) 70-100 /l0D (150 pen) 0-12 0 (475 mmJ Jo-60 ,/4 (475 min) 60-100 /200 (75 pm) 0-6 /l00 (150 On, 0-12 WOO (750 pm) 0-20 /100 (75 yin 0-6 /200 (75 Pm) 0-8 AO concrete shal meet .oration 501 of the state of vermmt slmdwd peaihcahons for C1oss A Prowoe V-sia, pint ,Here ^`sere Ind spar now/ a 28 day sidewalk I's against curb. cwripressiw strength ,, 000 psi Use wti-polling fo concrete Use 1000 per; concrete curb and sidewalk Is so -bad f slewaks and curbs ;n Publc Works Specifications. -- E p.—r pint e y 20' Score I" deep over, 5' _ Evposed aggregate h"n/sh concrete rot --refer to plan I� -- 4" f edit, seed and mulch p Slewaks ea/s---, 9r 1 4" s ft mar B' I wmtn (ro a; ,oae) / w a" > If sha/ be B' Mick � � - s d gravel B" flick M,ough / driveways ' tB" song MOT Spec-10303y Typical Concrete Sidewalk Detail NTS s-wde 4" topsoil d and mulch— 6� --112' vdivs 1/4" radius _j',ncrefe_ Curb_ r t r - Broom M1ni Crete • p 7" - All pints to be ti too hn'shed b bituminous c crate. - &p hh Ibilts e y 20' t - Soars 1/J rota death or `I n t r lo' leerwl, — Us, J500 psi concrete — ; , - • It - Pronde ekponsion pint where sidewalk is ogamst curd. vat dose 9ro coarse - Use anti -polling on concrete Coccrete uro. curb (fyp.) - _pical Concrete Curb Detail Al. TS Contractor shot/ a tand rem w fp 6" of owo,,ng pI— realm and seat— with 4- of ­1 grow/ 1,-,hg c -12" of bitumnous concrete pawmmt New finish grade sha/l match, existing ground --)niceness of ekafinq pawmmf (31) ° e J ° o ° base O growl dose. depth ie 1. Set up and moltain signs and other ;ditty control devices.. 5. Apply /,quid ophall tack fo vertical feces /n o uni' manna,. 7 Reshpe ham and patch woo by cutting with o crate saw Do not puddle tack calf on bottom of ham Into square w ncfongu/, slope and cut side faces wrticary 6. Fill tea of hole with type L7 bituminous concrete old compact ,qao downward said moleral and around hoe fo round in lifts na more Mon 2" Mick Each lift should be pavement thoroughly compacted with o wbrot yea/ore compactor or o J 19—fiz/ french 1, 6' rifts and compact each lift to 95X of Portable roller. Experience nos shown that 15 to 20 posses with m density of ptkmum moisture confenf as determined by b vibrofory roller old m,, lempsature boom 250F (121C) are I d, 1 ASTM 0698 standard proctor ne sory !o insure gone campacfien. Hold t p should only be be deed ;mar ,eos pass s.a) 4 R—ow oN loose -at,,& and llorougnly swop the hoe area 7 Clean up are, ev 0o not leave evc se, MY or cowfed moferl/ clean of mud and stondrng —to,. an the po vemenf Remove safety signs. Replacement of Existing Bituminous Pavement N. T S Notes: Restoration Of Rood Ond Driveway Areas Disturbed by Utility Trenches 1. Rood resfwat,- SHIN be to the Ilse and grade .Mown an the &-mg, The rood ,d a10, /vcotiws shal be as fypicorryy decoded _less otherwise shown. 2 All rood and d iw y Trench r,,tw Linn no// be cwnpleted In o c ,e with the Y mart Agency of Trwpwtalio, Standard Sa,anbarims to, c swa6,'zmt hereafter rolled' mr Highway spec;Ncahws, .Iecifcoto s III— on these pions and City/Town Specil'cotiws /n case of conwicL, Me more stringent so-;hcotiw sho// pp/y he dot —mind by the Engle,. J. Pie Contract, snot/ follow v mane Highway 5b--'cation (2011) 5ecti, 20J 11 far placing Ina prsod/g embonkmwfs. 4 Fdr material / rood embankment snot/ be opprowd by the Engles F shall be placed in 12" lifts, wetted and composted with—'ehlcfo,y compaction egipmenf to 95X o/ mar; density (Standard ProcL f 5 Rood In r// sections sho/l be p/aced old compacted a minlmum of J feet doom fp of my utRil, to be Isfol/ee before beach is —voted to, ppe placement /n trenches old cut secbons, the Contractor moll —vida a/ necesso y sheeting, shoring old bracing to maintal c prance with all OSHA/VOSHA regulonms 6 Methods fir construction of subgrode sha// c,form to ✓ m,oht Highway Sppil'cafions 2071) 203.12 w as determined by the Engineer. Any —9-ow , svbble, asturbea b,, Cmtroctw, w rendered unsvifoble by construction machinery shall be removed old rploced with approved grmu/r bockfi// of the Call roctwe ', eps,fieubgrode shall be composted to otla/ at /cost 959 of the -a,,-- do —I, (Standard P actor) before bloc/, roodse. or embal—oht laterals. B ore Conlroctar sno/l to rescohoiN, for cowdinotim of compaction teshnq in the rood old utility benches. 9 Sond All shal con' to V wf Highway S—r—tPons (201I) 70JOJ, rob/, 1031J4. Grmurar borrow shah c„ 1, the Vermont Highway Spechcbeims 70304 Ora nu la, Bamaw rob/, 70304A. 10. Grow/ subbase sha/ reform to Ve m,t H;ghwoy Specihcofions (2011) 101.05, Toae 70405A, coarse. Construction Notes- 1. The Contractor will be respo h1w /or I// construction of water main, storm and sanitary sewer nfems be shown on the plans He wd/ be ; respon1011 for I// n sory adopters, h'ttmgs, etc. to make c ections to the ea Mnq and proposed utilities. The Contract, sho// be responsible for a// w,kshown o implied on Me plans Intl/W referenced M the specifications and permits Tice Contractor shot/ submit for approval by the E gineer all types of materials and products used Water Main 1. Pre ppe far water main shall be duct)/e iron class 52 m nufactured I accordance with AWWA C151-76. All ppe sho/l hove push an type pints All nhnge, ve/veer etcsho/l host mechmico/ jom[s Poe frtbngs sho// be manufactured by Clow, US Poe. Johns -Marseille, or approved equal. 2 A// ppe shall be installed ;n accordance w/AWWA C-600. The pipe thou be kept free of foreign matter and debris Curl g installation. When the process of pipe laying has stopped any pen ends of ppe shall be plugged There shall be a mlirrfum of 6'-0` cover over or/ pipe ono so,wev boas Any pipe deflection shall not exceed f/fey (50) parts,t of recommended manufacturer's man— deflection. SockfiV moteliols and proced res sha// be os detailed on the Wowing& rho Contractor shall be responsible far any and all sheeting and/w shwlg necessory to comp/y 105HA - VOSHA regulations. J The testing of the wafer main shot/ consist of the teshnq of all into/led pipe, so,voes, hydronte etc. The testlq sha/ consist of a prassure test /d/owed by o /eokoge test. All testlq shall be done with potable water old / the presence of the E glee,. The pressure test consists of maintaining o infernal ppe pressure of two hundred (20O) pounds pe, square ),ch far two (2) hours. Fokure to had the pre sure (+/- 5 psi) for the specified time constitutes AGO— of the test far the particular section of pipe. rho leakage rest shod be conducted far one (1) hour. The time fr the leakage test may be Id aed with the time of the pressure test Dlrlg the leakage test the quantity of wafer necessary to fain the testing pressure of the nTh fem shall be measured e leakage shot/ not &weed' Me o/lowob/e values de shown fin fable 6 AWWA C- 61din Failure o/ any lest section will nocesriebto repair Intl/ replacement of the foiled section. Wtvoinq pressure and test preessure shall be determined Ib,,lfv by Engles, and /Ica pprova ogs,cy: 4. chlorrnohon of the stem sho// be ace pbshed after the water main has been successfully pressure tested and thoroughly flushed Oislfection sho// be In accordance ww/AWWA C-601. Pee method of dainfectron shall be approved by the Engmee, old ant, oftn samples of wafer Ham the flushed disinfected main shows no evidence of bacterllogicol contamination. Use 50 ,914 for 24 hours The concentration must orn above 25 mq/l. rob/et di/rrtecfion 6; not acceptable. 5. rwa wafer somp/es in two different locations, sho// be taken by the Engines and sent to the State far testing prior to water mot being placed In _ co Sanitary & Storm Main,- 1 The pipe to, sonifory sewer and storm shall be PVC gravity sews ppe SDR J5 (ASTMD JOJ4) with rubber seoling rings A// ppe 'hall be laid to the hire and grode shown on the plans. 2. The info//ea sonic y sewer pipe sholl be low pressure a6 tested in the pretence of the Engines. After pipe c1wnoIg, the ppe section (monho/e to menhae) slro// be tested accwd0,9 to the following prodres: An infema ppe pressure of 4 pounds per square nch greote, than any back ores a doe to o wale, table sho// be cradled A m of two (2) minutes snail be allowed fir temperature stobdizotion The pope section shall be considered acceptable when, tested of a pressure of J pounds per square inch g,-ter than any back pressure, the section does not lose don I/ o rote greats than O.00JO clm/s.f of /tonal pipe ored J Sews mains must haw a man" pulled through and /amped by the Engles and witnessed by the Public Works Depo,lment Separation of Water and /or Sanitary & Storm Mains I. No wafer mot sho// be closer than ton (10) feet to any sanitary sower, sro,m se r or ;aorta y manhole, and five (5) feet lea any catch bosl. Proms minimum of /B' v ,heal separation between water main and stoml/sonifory sews Testing and Notes Al utilities and-adwoys shall be delsignea and constructed hl accordance to the South Bur/Igton Pub/fc Nbrks Standard Specifications. All testing / section of utilities sha/ conform to HPW55 and no// how staff won the Pubic Works Department present to witness testing An addition to the above requirements a/ woes /lee and sews lines and manholes sh// be th b gh/y tested by the Contracts I ocewdonce with the current edition o/ the Enwronmente/ Protectrbn Roes. Note: Al/ construction shall be accomplished in accordance with the standards set forth In the latest edition of the public works specification of the City of South SInkgton and rolerohced tpecffrcotrons m the case of conNict the move stringent specifi—fin shun apply Conroctor shall kep o tog book of at least three swing lies to se, ce locations and any pants of deflection br water mom fittings Books sho// be turned ow, to the Owner upon acceptance of work E/carbons to the top of ;satires ;hart also be recorded For Permit Re vie w - Provide 6' toper when curb is odpcent to walkway - Provide 4' toper when curb is odfiacent to vegetotobn. Po vement FEB 10 Tip Down Curb End Detail CkyofSo, Budinoxm NT5 I Dote revised -- _- Desc.p r,i,r Basis of Design Water System J one bedroom units 0 150 god/unit = 450 9pd 4 two bewaan units 0 300 WdPlat w 1.200 add Subtotal 1,650 god Allow 10X rwou t,6, fw woes sawn9 dewe- 1650 gad • 09 w 1,485 god Basis of Design Wastewater System J one I,-- units ® 140 god/unit = 420 god 4 two bedroom units 0 210 god/unit "a dad 7OTA1 1,260 gpd Gote valves shot/ be A. WWA. C 500-80 Standard Cote solves with mechontco/ pints of sizes as required on the plans. A// vo/vas shot/ be of cost or ductile iron body, porot/et brass seats non -),'sing stem, insides resilient wedge construction with O" Ring Stem 5eo/s. All vo/vas to be equpped with o w/re box far a minimum of 6 feet (6) of cover moterio/ The gore vaves shalt open counterclockwise and be designed for o working pressure of 200 psi. Cost iron cover marked "water" Finish grade Ad*stob/e iron curb buffo/o style curb box with cover i 6" min. cover Use 4 mil. pdyethylene between valve ono concrete Water main ,.l Crushed stone thoroughly comported Undisturbed sot? erica/, Gate Valve N. 75 Note A thrust block shall be installed at at/ water main bends, reducer,, Mal Corps md tees. Al/ water related work to be performed in accordance with the Specifications and Derails for the M.tollotion a/ Water lines and appurtenances for o// Water Systems Owned by the Chomp/oin Water District, the City of South Bor/iirgton, Colchester F/ie District P, and the Klloge of ✓ericha. " the Contract- shot be responsb/e f c p/Png with OSHA - WSNA regular/ors. Fin-/ bock6// material shall ,onto/), no stones greater Mon J" m diameter' no how lumps, day or wyont in Place i f2" lifts and compact os ndicoled D*2' _. ,paving to match existing posit unpaved 95,6` g5S standard standard v oat- arac t- AASN to- r- 9 9 /),trig 2" U an site sond MY f- bockrw ' h- Nig anal initial bock fall "Di NO7FS 1. The location of sewer moms in relation to water mains shalt be in accordance with the Recommended Slondords for Sewage Works" so -Lolled Ten State Slondords and Water Supply Rules. 2. Sewers shall be laid of least 10 feet horizmtolly from any existing or proposed water main. The distance shall be meosured edge to edge. If this distance cannot be obtained, then the poll shall be instolled occ-ding to EPR, Chapter 1, Appendix IA, llo. -ho-I/r 3 18" separation shall be mointoined whether water is oars or T under sewer. if this distance cannot be obtained, then the T pipes shall be instolled according to EPR Chopter 1, llb. c B" water pipe sho// hove no less than three brass wedges installed Eat loch pint. b -- Ductal iron, CC 52, Undisturbed moterio/ ' --- C pact under pyre Ekrovare french to support .� Provide min. 6" bell, Jb'N., ono, Poe equally Bond cushion over ledge Typical Water Trench Details NTS Minimum me Undisturbed sat cse megotug n 9, h/// length of pipe toners Buried gate vo/ve x;y p na. m mu.aaw w'm with concrete supp-t and anchor(m buried gars raw, detail aba / e. pyg (Iobench em typical) f <_ `., % : 'u e:r-bed race Volve/Dead End Reducer t/ Note.' P/ace 3 cod. Undisturbed so(minimum) p-/y th'Wene sheet between y all concrete th,usr blocks :. :'' - and pipe/w 6tli7gs to .,.,, prevent bond Concrete slid/ not color ears arc. or fittingsL'� Undssturbed sod Tee 90 °, 45 °, 22 1/2,° or 11 7/4°9end Thrust Block Details NTS Minimum Area of Beoring Surfoce of Concrete Thrust Block (in squore feet) J" 4" fors pas ;w,K ,rtwc pas w eves etas :ve„rs Afac SOW BEARWO COND17700V fwWvsr) 05'05 0.5 0.5 0.5 70 05 05 to 1.5, 1.0 0.5 20 25115 40 40 5.5 JO 15 Sound snde 10,000 45 65 J5 20 10014075 40 Z`em-_wed gydve/ 107.010 O5 I.570 t0 OS 30i4.0701.0 sod 4, 000 JO t.5 6.0 85 50 25 1JOV85 omp t 6ne 10 7.0 101�0�5 20 05 15 LO 35'50 10050 -pots sand 3000 15 25 15 i 1,0 25 JS 20 1.0 5.5 75 40120 901JO 70 .i5 00I27S150 80 Redum /7 be spaded i 30145 i2.5' 1.5 50 70 4.0 2.0 105,150 8O�4.0 18025014.0 70 J90550 JO0 f50 Soft cloy 1, D00 Martin-), wofw pressure 200 PSI (140.620 kg/m 2 J Water main 1B" min. 4. O Sewer ---- -' Seect bockrd/ compacted in 6" (152 cm) layers-95R standard proctor density. Crossings.' Sewers crossing water mains shall be laid beneath the water mofn with at least 18 inches vertical clearance between the outside of the sewer and the outside of the voter main. When it is posstb/e to maintain the 18" vertical seporotion: 1.) the crossing shot/ be arranged so that one full length of sewer is centered above or below the woter /ins with sewer joists as for as poss/ble from water )dints; 2) the sewer pipe must be constructed to water moo stondards for o minimum distance of 20 feet either side of the crossing or o total of three pipe lengths whichever is greater, 3) the section constructed to wafer stanolords must be pressure tested to mointo/n 50 psi for 15 minutes without leakage prior to backf7hr79 beyond one fool above the pipe to assure water tightness' 4) where a water main crosses under a sewer, adequate structural support shall be provided for the sewer to prevent damage to the water main. Sewer 1 Water Thrust block--- Existing water moire _ verify size and type. Separation Detail N T.5. Ta in sleeve and valve b Clow, PP 9 Y New 4a water service-- Mueller or approved equal. Contact South Burlington Woter Dept. Wet top shot/ be installed by persons and the Engineer 48 hours prior to top. approved by City of South Burlington Woter Dept. and the Engineer. Typical Topping Sleeve and t/alve N T.S NOTES. I. A// domestic serve es and Tire .-He sKte^s Mot ore cmnecMe to Ill,pub/K wore ),rem ha/ - aot-t d with a bockeow wevwnw assembly' and - oppr .At Merino/ epansmn ),taco in cpb'pnc. with M. O,o, c- Fw fie Cmt of of Cross Cmnections OYMn Me Otis Sy,tem Of the C"ty of 5-th 8✓N0gtm 2 A// vote line cad ,Noted k fo be pe/armetl m accordance with the champ/oih fter O/,trict Specie ofnms d rd Debits for the -Mthhon of Otte /nee card Appwrwwces " tit Date w/ve cad lamps 4switch. ,Ad fi5� y _ c' NpfunewT -Flow yr k 4 pound lei mete 4 to domestic super Boekeor Pevention 2" (double ,neck OefptpJ 4 Bock Row Pe.erhm Town fnhwce (double n k xrecro,) ec 5ee mechan cot drowmgs /w c plate design and atrt.0, at pmktw- aylt- d--t c wore must be 4aoMd born WxvV1w t�" w,M OOtfs Serves 709DCDA (daub/e check daectw assembly) w pproved' aqua Bockf/ow Preventer Schematic N r5 General Wo ter Main Notes: All worn sin and seated work M be performed in .-dance with the chdmplom Wafer District 5peciR-N- cad OeMils for Me 1-tollofim of Mbte /tires mtl Appurfenmces� nencekrfn M' CAD Specls-Mws 7. A// domestic sw and /tie sprinkler systems Mot we connected to Me p.Nx wall, ),taco sfra/ be protected m-xg to Mein degree of hozorq with a back Row -even ricer o.. -&X one on pprpriote Memo/ -pension system. P/eo- concoct this dpwfinenf to, more inf ofiwr on bockeow profectro devices. M, CM Spec cotmns arc ppbcoae to d/ new consfr✓ctkn and ,ecanslrucfim o/ vote vrhoshv'to-rr voriofiw,s ham Me CID Speci&ofiws wit/ nor be Perm,tfed excpt - owded within the CM .O-d'cofians. Me opprwxiote C.0 S."o'sw - definee m Me CMO sp-ilkorwns slid/ defermme fhe pcceotabdify of any denbfmn ham Mole pact! ohms. P "rote water /;nee and ppurfenmces end/ be designed' to Me some stand-ds - pub/ic ,rot- lines and cep 1--c- Al/ oral, kr Ialtaftw war* and wote dsMb✓ban marsh/ must comply with the cND Speci6bofiws" Oetads / M4 protect must be Me same - those within Me above ref anted COO Specilcotiw. Me proect shall be -ltmcfed, completed, mot toll ld, and ool,oh a in occwdm- with M. pprowe plans. No thong's shop be mode o Me P,oect without the wnrAM owl of Me riot, CMO au r A c of the Mal d roved /ws shall be oPPr pwp pawed pY PP p suem,rred pow ro cwarmcr,m or me water system ,mp,o..m.wtr. Me obdve reRrenced COD Spen/,cohws store that no wafer hoes shod be 'staled deer No-, 15 w before Apo I with-t prkr oprowot of Me Supermtmdenf. Me pPW-M COD -prnsw may relt-t work before Nov -be /5 and alter Apr,/ I erse during od.-loth, cmd•'rions. Me property own- wwr/d hoa to prowWW oc ss Ia me Deporfmpf hr Me means of undavlokmg orate &.IM tiar emergency rooks wit mo,cnfenwce, os allowed by M, City oral, wdo-- Access wrote aso nail ro be p-dtd to the Dpwfmant for those curb stps kxoted oufside I,Cry ROW to, dscmnechng sl,wce to dNnquanf o-Mts provided Mot Me City of SmM 8,dngf- Id/owe Me requkarenfs set / eh m State Stature /Ne 24 V5.A. Choler 129, Uniform rooter and S.- Drscwmecf F ,-inch and sir -inch ppe shill hove no less thin 2 brass wedges theta/led of loch pmt. Eight -inch pee slice/ hail no less than 3 wedges meta/led of each pint the So,M Bwl/ngfw Oble Dpwt-t w0o- states Mot All wafer lines and pp-- o, not located m the City nghr- f-way w public grounds shall be consid ed priwte p,-mt to fhe ord0o,- and others of Me City' ma' M, Dpad- shad not mokrtain wy water lines !hot hove not formally been accepted by Me C,IX -1 m subd'visims that ore designed to Dpwtmmf pecihcorions and ore mt-d to be -1,a. -d- An wall, /ores and ppwfmancm to -tee -,Min an eo so desgnotetl os re th W or ,-to by fhe derw/pw slid/6, crosideed "-1or Nisfw,ca/X It, South Bw/mgfm Mbfw Dpwlmwt nos prmbced overseeing Me spots and edmfwmce or al wale moms and appurtenances or hen, those mains nor /motad n Me Raw w e.e a own to Me Cty of e, hand pp"val It must be mdesfand that this Opan-t woo/d day a oN. fhe se d/ oversee- fhe ,pair and momfpmce o/ v/I wofw m me appurfenwces ones we hove krpecfed and oppro cad the msrodol- of the wore mom on, :erne. tins, b.Knd the City owned /orations. Ih, tobo, rove would be the a approved in fhe Mo..gemwt Cwtmct by the Chompldin ftM DRfnct and Me City o/ S-M Burinpfm, revised -'ally The wow re/ anted labor r and mot i Mwes goreaddition to wy /ee required under fhe 5_ Busting/- wofw Oeoo,-W Ordinwce, sucnos but nor M+iled to a,-t. r" nyWwls and cep, systems. At M,'s tithe wivofe fire 1,-ts or essed of S100 pis hydrwl annual Me, and ere ,p ;W' sys - ors ossess'd Zo mnuo//�s Date -lull cad cub eras outside the Cry ROW must how o womwfy Deed fled rw fhe 5- B-'- orate/Po-1 Id gob o .r M -1.,in 'megmcies me dean C', set a to dNinquenl ocmunfs prowled Ina Cif, o/ Saul, &-'em bA.- the requremenfs se! /wfn v fhe Sbfe St-, rifle 24 V.SA. Chpte 129, Z //win wore cad 5- a,cmne<f- Ma SwM Burfmgfm Mbfe D oa, m slid/ be sort my &I-o hwd cloy plans 0vdvmg Mis erased to, re Future plans must mdude detuds and spewbcotians as required in Me oboes silenced pecihcoriws. Pr/w to any building crosfrucfim, Me budding cm -to, most contact the South Budmgrm /vote Dp-wt to discus City requirenenrs to, mete s,Mg, mete s.tbng,,, and back Now PM-1Z. Me s-M Budhgfan Wate Depwtmwr shall be -tined in odwnce to inspect a, meManica ant fittings. min line fps, ppvrtmmces thrust blacks, wafer line crossings, and t-.g prior to acc✓rrmce or bocknwmg /f 4 a rbloNvn to d'sMwge c0ll- Ila wote info -tor of Me P.M. All water used dying Rushing cad testing of Me new main must be de N-noted mnr anteing any orate of Me scot.. After Rona/ fl,hmg cad before the new wore, mofn 4 orache to the dWnbtian aOt- fwa cansec "w refs of occpfobr, somptes. token o/ /lds, 24 hours oport, end/ be colladle horn Me new mom, and s✓bmiffed /o M.✓emanf Nep/fh OVa,--t /a waK,'s At 1-t set a/ s-P- shall be ca#"- horn every t,000 chef or Me new"" mom,-. om, plus w "t ham Me end or Me Me on of -1 w set home y brwcn, All "'a"sports must be subm,tted to fhe opplaw ofe Opa,tmwt prior to pwmg any cmnehm fo an .),sting water line Upon cmrplebon of fhe con,t-t;an proFct Record Drowngs" rboll be nppl,ed to the appropnot' COD 'u"75w in M' form of o"(1) hwd Coo, and w' Oct-k coy in Auto-CADOW7 vets;- 2009 Fwmot or news Record Orowings ore ro mavol w/w foes, and manufdcfure code cad C-1.9 dote / a/ got, calves Locohw her Ica oil curb sips. and vote shut of/ (wsos) slid/ be prowd'd on Me Record Orowmg, Dofe '-- REG,r V City of So. Sudingtor For Permit Review Storm Mains The pipe for storm sewer shot/ be as shown on the plans and detailed below: A// pipe shall be laid to the tine and grade as shown an the plans. RCP - Reinforced concrete pipe - Ppe sha// conform to Vermonf Standard Spec;n'coN— /or Consfrucfi- Sertion 710. od AASHrO NI70 HOPE - Smooth W./W C-90,d - Ppe shall be Or tight and conform to AASH10 M294t Ttpe 5 (ADS N12 Nr'gh Omsify PolyeMyene Ppe w apprb,ed equal) M294 ✓V, Motwlo/ SpecMcariwt may be waived os approwrd by Me Engineer. PVC SDR 35 - Polyvintl M/wide ppe - Ppe shall cmfirrn to AS1M 5pe &—tiw 0-JOJ4 or F679, (Pvci Sewer Ppe and FNmgs SOR35 ACCGMP - C eruyated golvonired meld ppe - Pipe shall cmfwm to stondord apes! hoes for CCU ppe. AASHTO. M/90 Pie shall hove a polma i, cootmg confa-m;nq to AASHID M 246 ripe B where MOted, Contratr steallm s74"w�de bods with o wfKqnf qokofm /reu o/ s/andard ppe — 1-PVC SOR J5 pipe shall not be instooled when the temperature drops below J2' F or goes abort 100' F unless prior approval os obtained from the Engineer Extra core h; required when handling PVC pipe during cold weather. PVC pipe shalt not be stored outside and exposed to prolonged periods of sunlight as pipe dosco/oration and reduction in pipe impact strength will occur. if PVC pope is to be stored on site for 1 month or longer it shalt be covered with canvas or other opaque moteriol. - Sharon piping shall be SOR 35 when slope is less than IX Use HDPE (ADS-N12 or equal) for storm ppe with slopes of IX or greater - Contractor shall be responsible for all dewot-n 79 and stormwoter by-pass procedures necessary to complete the pro%ect No overnight pumping shall be allowed Stormwater System Maintenance Schedule 1. The starmwater system is comprised of any portion of the site that directs or conveys wafer. 2 The sto( roof- system must be inspected regularly and reported w required Speciof attention must be given to winter time K'e cond hon5. J. the site shot/ be reviewed including catch basins, foreboys, micropoo/s; treatment ponds, —ales, vegetation, pavements, etc. end repairs or deoneog will be performed as necessary 4. In the spring al/ poved surfoces shot/ be swept. A// collected debris shod be disposed of on on upland area and immediately stobdozed or disposed as approved by the Owner. 5 Catch basin sumps shall be cleaned as required the catch bos/ril anhde homes may be set at base course pare-ent grade at any time. Prior to final course pevlrtg the frames set at base course pawhg grade shall be raised to find course grades using grout or Mufti-pulpose rubber oalistment risers placed under the home. Fmmes set of final grade must /rare o I" rereal against the home oft- base course paving 7heref- ,, manhole frames may be set of II grade devotion prior to base course paving an/y if the following wid occur 1. Fino/ course powrrg /s to occur within 45 days of base course povirl9. 2 Fno/ course paving /'s to occur before snow plowing. 3 7emporary s1-mwofer dams shall be created to direct water into the bosons as approved by the Engineer. 4. Bose pavement around frame must be pointed orange if rood is open to traffic. MOX. Pi e 4 file torch basin size indicated /'s o minimum size for single Catch Boson P pipe penetrohan. the size of each catch bosh, structure is Size • Diometer dependent an the number of pipe pmetrotians ppe sires, - - types, anal angular X dio. 12" structure Al/ new configuration of the pp- entering the catch bask,s must be sired to meet the 4' dio. 24" storm design shaven on the UtAty Pions. 5' dio JO 6' dio. J6" All catch basins shall be laid parallel aggbW I the curb whole mointoonong full access. Frome shall be no more than I" from face of curb. Concrete curb, see detail Catch bask, home and grate - - Finirn "ode elope dv;n (wiM curb) stroll be LeBaron LF24B-?, or - r See egad. Use LX120A if stapes See Section Detail are 5X ar great". above far catch fires (J) Fmisn grade flange homes shall be used basins against curb. y slope to darn ogoh,st curbs Storm manhole frame and Cost in place or precast connote grode grate shall be LeBaron + rings. Use doss B concrete (3,,500 ps;)LC248-1, - equal. Cov- " between cost ron home onoprecast short be marked "STORM" - wries 72�j cancrete catch basin or precast concrete "DRAIN. i --riser rings - opprowd equal Brick and li marlar is not acceptable SCatch boson by Comp, 50. Ireland ar equal All manhole lift holes - A57M spec. C478 shall be grouted inside - 4,000 PSI concrete and out with - Sled reinforced to A57M Specs. expano'ab/e grout. - AASH70 H-20 wheN load Cost in place - press sea/ Mosfic, "0" ring �L--�,_. gasket far all pope connections or butyl rope. 1 \�I D 111 IIg l C l! Flow - + Monolithic base Foist joint shall 54" be higher than II; + amp 1 i .art out dewfion. wries - , ;: 112" min. 314" to 1 112" crushed stone Undisturbed material Bock&/ mot -al unC roods or paved amust pass subgroce proof roll. Any trench area that does not successfiAly proof roll sho/l at the Contractors expense, have sufficient material emoved and rep/oced with occeptable embankment material one compacted to provide -Viable proof roll cmdfians. poxhg fo ono" existing fie Cantroct- shall be with p OSHA oar c NA �g pa— unparee dune fill, -gu/atianr Back& material Shall onto/n lumpsno stone gr ter fhon 3" in diameter, 95X 90X harm , cloy - o :roneore stondord gonic motenol proctor p arrnr �� P/ace /n 12" lifts and compact as indicated .E � h 114" to 3/4"-- - Strom main d services tiyl c shed st-. �. s ( ire p/an) 6" -RCP Undisturbed material -ACCGMP -Per' SDR 35 Smooth wowed corrugated paycMyme (stapes /X and grmter anty) Typico/ Storm ...NTS. Trench Detail canecrw aerrw �. HOPE c A Plan Reinforced edge 0 Toe trough - } E/ewtion Cannector secl/on c s t I Toe trough Cross .Section HDPE End Section Detail NTS pavng to g m4afcunPoved - D+2' �Oving fie Contractor shall be to match exisfin�i responsible ! c plying pored vund slight/y The Controctor shall be with OSHA - ✓OSHA regu/oth— -V s/b/e far c p/Nng �iPoved unpaved ountl slight/y with OSHA - VO-WA regulot/bnr. B y i o BockBll moteriol shall contoia no slanes great- 95X 95X standard : standard Sand N/ (70303AJ 95X 95X Mon 3" in dromef-, n o porter Proctor standord stondord Norm lump; cloy ar organic/mctena/ prod- ! proctor P/ace 12" lifts and .� lag" - Two - 1/2" holes compact as lnd'cated. E' 3" an cent- &W store with 140 N f 12" sand backfd/ Mirofi damage Mbric. _ ;1, oror sewer ( = to 314" ~ 114' to 314" shed stone crushed crushed st 6� Pkv SDR 35 smit-y (/ndsturDed mot-ia/ � mOM and s-vices b------_J - PVC Undsturoed moteriol - p-/ oteI scam, main. Typical Sanitory Trench Details Typical Perforated Storm Trench Details ""Ts NTS Use stomless steel to/ threaded fastener Color Alternate Connections Notes: End sections shall be installed ;n omonce with the monufactur-s insta/loli'on specificohau. lhrguord by E.4 �eequal 7a154-1 Baud - Bali sxfpn of PW SOR J5/r;ser Refer to pro Iw sire. Yard Drain Cover Detail N TS pipe Dion Ie, Dim A B enCans D ,"t Me" IY 1 I/2",� /a 4? JJ 6 1T ;,45 4?J! 6 5 Jl 6 1B 19 TT 4J 6 24 5,15 �'i 1B 4B 6 Ja N !6 6! 5 6 J6 4 6 1 I� 4" min s-wce /otero/ ICI ICI Pronae c/eonouts at 45'bmd 45'bend - -t�� 100' min see detail 4.,, W.- 4'mki. co 1 - 4" min. budding s-vice eto v y M d_ Distance, depth I sewer sKH,, T 6"4" f III 7J4.1ww- sKvxe � 11 mM I ypp l/4�ff. unless main othe-, a noted Undisturbed sad Bedding matKid to be hand compacted Sewer main to 95X standard proctor ( in.) before + placing lateral, or use Coss C' concrete (2000 /bs) See trench detod. Section Pf EC E I Y E D 80ding Service Connection NTS FEB 10 2014 ,}�®,,fc� 1iudinpyyton C1°t�as�' PAVEMENT c�'uiv7RV `"' povnmenl I � y�w.e,. wr �prr Y marked Wot-fight cW marked Clemout" occ-de/g to use. Co. — wave bar i 1 Co. top tpprowrd equal 45*bell and spigot elbow (4 "J ----= Fib- pocking between r _� ppe and role box. PIC SOR J5 Sorg." by E✓ 4" PVC SDR 35 Prescott, 70154-1 - equal slope to d oh, flow p� I IIIr� 445- wp for M line c&wouts (6" X 4-) 45' bN/ -d spigot f- t--;" deanauts (reduce to 4 PW SDR 35 Refer to plan farsin Sanitary / Storm_ Cleonout Detail N T.S Provide al/ cessary /t'ttMgs to Canneat to col/ecfian system 90' Send Dare re +red Design ca x B" solid cann-e Slack Drawn Checked Scale Yard Droin Detail Dote N. TS For Permit Review _. i-- -_- - ___..._.. Typical Catch Basin / Storm Manhole_ N T .S SOIL EROSION AND SEDIMENT CONTROL: I Eosion one sedkwnt control meosurcs shot be pawed ono Re/d h tccnted prior to begimng 1 .erg and sfogog apnotions Me proper ;M;al- to,- b mbhfononce of erosion/sediment control show be Me Cwnbclw"s rceeoonb lt, Mis resconsbihty shot m hlbe an eroNofion of wobode weeMer conakhahe and Mor ipocts one the neees y panning fen protecting ongang weak Me "Ch-Sife Cowbhofw" shall review has an control measures, plonnee one M p/ace. Me "0--site Cowdhafor" snot how ouMonty to ,too Me Cantrocfors work end woke wars an anand son edMt conha/ measures until the er and sedmertr -hots h place ore deemed sbbs/bef y me standard le which the wopct vex - held is he poceefMl to, o wbher gunny webMn Islets unobr an reoso eMy /onesean cerumstarces. Erosion [antral measures militated an the pans we Mfweed [o oddrcss speciNc ar Abs'Iiono meoswer may Oe maces y dpwalno on cand'cians of Me time o/ ronsnucfion In Particulo a roods and stoghg v s shall be re wed an fe, n s y eras antral I,—roM bednion e, these plans and detbd% the central Handbook far sod Erosion and Sediment Control an constriction s $" she// be used as o 'Arance guiee, All s ton canted In— end/be m hhihed unfd the engines is sah'sbedme, Permanent ground co.n- Mbsbean Isfooished and that &,., m hot regd. aine ien er [weal— we beemno /owyer n y owl mofeda/s detoM.q M ""eeg runoff sots ono consNuchad debris and ,rabpired entrance ma— shill be corrected and dspased o1 m on occeetabh monne 2 Mofeals Ine confrbcto shot hero rood, for nmedlet. use ill mulch troy, crusne0 stone, etas antral DlonkeC Manna /lnhq. Alte, loon, and ppwfeeancer necessary to protect an work J rrxkhg of Mud ono 5od'. Me crocking of mud and sad onto xisrhg robots odrdcehe to the Right-of-Nby nccess points Inds nor be dlowea if necesso, o stob,4.& consnuchon entrance shas he h"need conshfng b1 on B" deeM of stone 1" to 3" in site loot' M twgfh. Me --I show be mohfohed to weronl nockhg of mud one sal onto ehslhg rhpy . e. rrnhg or sfoboiribftm: the connbctw span seed one mu/ch be disr✓rbea wens os soar os possb/e. In general an olth bed wens show be stbboired (spear seen end meched) wit- IB hens, often 9'.0 9 commences On Mis pr *t Mis IB hour limit end/ pay to an disturbed ores access r.baX sfbcepIl" efceterb Mere may be limes when n is half possible to compete the stbbal/ Phan of an won wiMn IB hbuil, due to .xceefiono/ msfances 11 such b sit -elan ses Me 0, 5;te Cowdrtofar Shan be nobArd At root point Meexisfng swion conFal es shall be rw.romhed by Me E qM Aesf;anal - ontrol measures wdl be wdwed of that pant, if the, are needed to we moron-1 of seav ehl off site w to the rotes or Me Score. Me ob/n t of p ®f sfo6li-liver is fa limit thew s of Ine site n which era AN w 5 Lane Clewng ond Sfumphg: Me /knits b/ [/corn shall be located and marked pion to begMnng wok A// personnel he// be aware a1 the limits, ane an neces y cone shall be token to preserro frees and w0tobbe to be retorted and to protect the odee-I -(I- s. Bnrsh antl Nhos show be cut antl CNjmed htb pies deg Me low side of Me dewng timrYs Al/ sow logs and Are wood shill be sdwge, so rot as pbssble, a,sfocked h /ocet'-s as dnected by -- All stumps w;Mon the land, 01 the Awned ea,Mwok shall be ercoroted and doered If h an epprovee s✓ifob/e locatih, stumps and brush outside the lknifs of trench eseavet/bn shall be cut Nish mM the ground surface. See construction cand'ftans hr ..nand wens 6 Excbrolhn and Backfok subset/ond loosed ham Me woalhq and owhon Mal/Mal/be sve oted and pled wrdw'duany Mr reuse so tar as possb/e. See conslruclibn [~Mon, 1w eeNond wens 7 Fh wading and pree wofion (.v son , F-sh 9 o 1 show be as requked to sfaba" the dsfwbea wens. M gonad, stone; rocks and debris shoo be rcma end Fan Me surface AN breaks h grope snot be ono/ rounded Me -,face snow be Mwou9h/, raked, dogged, or ochewiw mechanically oothea. whin necessary the sod show be /ooseoea to 1 2" eeelh Me degree o/ Z;;.d 9-Weg Md/ be os necessary to produce o surface cansisfenl with Me serro Ang ore ond the ear -construction candihaa At I m4,Nh"h dssturbed wens shoo,coed wiM o sman door, seeded and -ached where Me s.'schg fpsow cannot be so- ter reuse, sppanenle' tpsed shoo be obt-- Fenn I— —es rpsad rpsan snel be ppisd to match the angina/ depth oh fleas ane ofhw mowed woes wear. rpsgd shall be of o ouolyty to spPwt Wgbrous want w .. 11 Mall be o -koble loam. non of ntfuse, roots stones, brush, weeds w ofno th.hmo/ defrwnenfol to "onf growth Tpsal stroll nbf canton, less than JA' wgomc mbtfa, humus b, wW01 Lane Lune shan be op/rod n w More requKed of 2 Anil re or 100 bell, 000 so 2) os y to brmq the sow all to between 6 one 7, Nod pe meowsemen, shall be taken twice an each p.;, held Fe,MirsFertn?er, 10-20-20. Ine/ be a NlAnd M wsas Men ,e wed` of 500 lbs./ re w 11 lbs./1'Wo sell 5 tLo Scneolwe. Me send shill be peed of the rotes Mak c.d o, possible oft, dsfurbance. Re -seeding .Mill be requievea' , o vigarur gr..M 4 not ochiew , w i1 seedho is one, Spfembw 15M seed mixure ran all wens I'M p ing fiWo, ond IN other &I-- wens Nof.: M;s seed mixture is o s6gnt -.,I n of Me "Canserrohon 4ie" sod by 01—r Seed Me req✓ked seed ml fe,. was chosen to match Me .IN /pen (son Flu 2) Me, wW be en—tered on is ono ecl -EEO Wr/ACRE RECOvWAVOEO ✓AW/ to Fescue 50 Ms Ky JI Creeehg Red Fescue 5e tbs Pone/own, Wnte qe En �ro Crown Vetch 6 /be R-hgi/f, Chanunp Annual Rp JOIN, Psonnro/ Rp 20 lb, P ono than wdphst) .0. aoror 20 lbs Kentucky 20 20 IN. rota 200 /br per acre B Mrlch: Apprcofmn of mach hoy end/ inmediofelY lose. send g co -hams, one in no case greats low 2e nowt sofa. use If mach and Ape o/ mulch used shill be opprewd by /andowns Mu/M shall be ggo4d of the rote of 2 tons/bcre, w o unifovm 2" to 3" depth. Mulch .chow be secured h wind tweee pros one on sloes by the twine one on me/hod, neffho, frocking with o darer, disknonaw, w other pwowed means M wind se of oson ,files North Amwicen Crew 5-75" 1, eau& sosiancancral blanket, hsfolsed in accordance with the mon✓facrwa's Msfmctmns may be subsfilulwd lb, the mulch Atu/ch hoy shot consist o1 mowed beat preen, [wed woes w legume wig, reasonably Fee Farm seo p gross weed. twigs debns w ofhw beefer;uus more-&. It show be Fee Awn net err mod 9 Eosian Cantrd Blanket: Erosion coo Mal swkef, Nwfh Ameicen teen 575" w o 0w f egra/ she/ be nstaoed on alstwbed rood siee embankment, dst-- step bile. -a adfbcent fo wat A and ofhw c,,Ikl wear Erasion control bl-NO shan be Msfaned h occwoo,- win the m Aacfurcs writ,- Msrroclmns. Erosion Control Notes__ 1. Me Ain't of 6,AI bonce shot be, clean, eemed by Cone bows s pr wkr to c/ew.ng. Eason and sediment ronlral o'ewces she/ be eslaDN'shed to frp seednenf on site. 2 Me site show then be c/ee'ee are gh"Need All reefs, s(✓ps one dehcw-iays mItenbls she/ be removed Iran Me site. Me Contractor shill m hlre the amount of erWIf ed land of any giros line. Me Confracfor snow cleabbsh soon I-ce w amain -/inked fence protection Dormer of the dip edge of all exhfing Anse, to rem on within 10 ft of conefruchion dtstum .. ,j AN easlon controls shall be msfo/ed os detailed h the pubbcarion Me Lam R,r,* X. v AbnoWeek r A -&h P s Wan and SYdt-W asl and in accordance with these p /s Plans. e Al/ erosion central show be Prated as shown an Me dowhgs or, as ordered by Me Enghee, Me Cont,ecrar show malntoin Me erosion control meewres unto Me E ghee ;s mh'sNed that pwmanent ground comer ;s established and roof A,— measures on, not required If shan v be the resbomditjs of the Cate- to employ eprpribfe a osrbn conbo' os shown on these downgs and any other mstwies os necessary to trop ,ednrehl on site 5. AN excess mbteriot and loo-0 to be re -used on -site she/ be stockplea h areas apnorod by Ile 1h,.e . Mesa stbckples show be su -ded by sot hate and shah be seeded antl pw fely sfobdired to inn;min ile wd and sfgmwafe eropen pofenhvr ca trootw Man ie IW.Iaonce It IN times All areas Mall be seeded and mu/chee wifak rB hews of find Ong. T porary sfobibiohwr, "chiding stockpiles steel be necesso � ton of disturbed antes that ar not .larked for 7 daws or Seean, on, m ,q shot/ be necessary for is- -as Mot we net w Id` fen IA doss eonIn 6 All a-eos o/ dW nbonce shill be penman ' w tempwont, sfobired os soon as possws antl gene, evYhh 4e hews 11 Me be9Mnotq at —sbtion. AN dshebed wens show be seeded wed sfobAiree'' to mnimire wind and sfwmeofer erosion ool Nat Stabd;xlmn rem shot hdude mean and hetthg, Nwfh Amecan caw @rowan central motfmq, croMeC sstore w grate. w poromehf. 7 A-eatoble metho0 of ffoDotroft h, shoo Md✓de, meMM, / 'fh netting) (15-2 Aare per the). era ontha motfhg (Son p,-I /or matting pecr&.Mons), crurhea It— crashed 9 b 4 oe powing .sur/oces (concrete, aeenall. etc.), weighted rmpermeaoe boners, and other mofeies os ppowd by the Engine,. B Any drohage 'woes mM a s/pe weofe loan 5l she/ use stone linhg to, stobdi he 9 Men Engles eecsmhes erosYoo control mwarcs we deemed he AMW hvcessM an moferies defamed, Mdecho sins on, cons -Ion -If, ~,I, show be ca/ecfee, ono deposed o1 Ino mauve acceptable to Me EgM 10 MO con-lo, shoo use wore, for dnst control 11. =Confrbcte, sod/ sweep ono wars an edslMq raaewbp and new oownanf DAL to dnfon dust conta rCrushed stone Huck washes and slob",Ia' canshucbsn -Mances wo/ be nequkee` .t IN site access pants to prow.-n1 sednnenf ham nxkmg off -site. L shed ,lane will hone to be boded end/w "We- os seal sh, builds p and m -4,s w reduces the e/fecri vanes, of the stone. 12 All consnucflon site occess roods shall be constructed An accedence with the .Stabilised Construcbon Enho col detail. IJ Al/ dsturbee tyros she% be stobbied and seeded before October 15. 1e Aedihono e,.,hbe contras mo, be deemed hen , to preronl sedihenf ham /rbvnq Me tiro -1 Man be nrfaned bs a acted by fed Owner w the Enghee. 15 the Co actw Nan be reeeonsblw /w repoiinq ow dscurbed wear back to wigho cotd'rim.. ncNdin9 but nor bmilee to cw0/nq -wbtk tonosCpMo, site hoing, -awl, and etc. Spacing caries depending an channel slope -A C✓foff Some Eye trench --------------- - - - -Cast 18" wide 6" deep Toe 24" Md.. Center PROF/LE Nof To Score -A �B 9"Vin Al Fi/t%�� er Fabric Cutoff trench 7 2 �B design 1' 1 I Al-. bottom Center SECApV A -A - Not To Scot II Filter Fabric 1B" SECAON B-B Not To Scale CONSTRVCAQV SPEC/F/CAAONS I. Store wive be placed an o hytw fabric foundotian to the /toes, grodes and locations shown in the plan. 2 Set spochg of check dams to assIme that the e/emfiws of the crest of the downstream dam is at the -e .1w(A- of the toe of the upstreom dam. J. Emend the stone o mum of 1.5 feel beyond the ditch banks fo prevrnf tufting wound the dam. ♦. Protect the channel downstream of the lowest check dam from scout and erosion with stone or tins os appropriate. 5 Ensure Mat channel ppwte tones such a c 1/ 1' entrances below check dams are, not suoi ct to damage ar blockoge mom displaced stones. Stone Check Dam NT5 Erosion_ Control and Construction Sequence I. Are purposes of erbsiw central she// be di-ussed with and opprak by the Engineer and the City of South Buringfon pion to ony c/[wing, grubbing, stroping or construcfiw of any kind 2 All aros,an control shot be placed as shown on the drawings or as ordered by the Engineer. All emsiw control measures sho// be, of inspected weekly and mointained to hdAZI the intent discussed above Me Contractor sho// maintain the erosion control measures until the Engineer is soMMied that permanent ground cover has been established and that further theosures one not required i when erosive central meoswes ore deemed no longer necessary, IN materials detained including silts and consfluchon debris shall be collected and disposed of in a manner acceptable to the Engineer and the C7y of South Burlington. 4. If highly erodible sods are encountered the CeMtrwtor may be required to prodce ,iite matting, gobion or rivet mattresses, rip rap or other measures as nccess y to prevent c osi n fie Contractor shall sfockpde hoy bales to protect, of a minimum, all wink m progress. A# exposed embankments shoe be tpsoded, seeded and mulched as seen as possible after cwsnucthoh 5. fie Contractor she// use wafer and/or coouh, chloride far dust control Me Contractor sholl also sweep Kimball Avenue and new pavement os required to mointoin dust control. Fasten fence Abed Stoke to sthk- --- Cange pglw ter mesh webbing by wi /d C p Supp/y or approved equal (2" wide min.) IJI Section A —A Woad stokes d i on outs Me of Ante - 0- "potpster meth webbing by World Cup Supply or approved equol (2" wide min.) ,O be mNawen or the -11, of the construchan area. See Pans. Typical Construction Lim_i't Fencing NT5 - Aklob 100x filter Abrie Scp/e Abric to snow fence Form 12" deep trench Stoke /o), lob- ln bottom with grove/ f II Ballast II J Section A -A Wood stokes driven on down WoPe side of fence r Wall 100, h/fer fabric attached to stokes an upsipe side. A --� 5/pe II'�:Qe II II II �I II II II II II A Typicol Temporory Si/t Fence_ Erosion Control Bon, N..Ts Silt fence spacing chort Slope sA fence spacing 5x to lox 50 ffor less IOl to 20R 25 Att ar less 1 20l 15 N. w less Chart of Erosion Control Measures Inspection Measure Requires Action: comments/ i (Fill out where applicable Yes/1Vo Required Action --J� A. Porooe a sea, (on cento..) B Toed info soil C. No hoes eacnes /br D. Sedimmenr Dupe ✓O n Ante ', 2 Linn, of d'sr✓roance A. tnforf B F e wefimrds/strewn -tA, l StaGbiee' Consfineekn EnNonce A Less fnan 25X NNO -I sed B srhknum B" eVM of It-, e. -tone Check Dome A. Sale. Con//gurotian B. Fully boners ditch/,wale C Sediment budo'up removed 5 Sod Sfockpoes A. Sot hoc llntnch aewnsrgoe B Prop, Mu/cn [bras C Seeded (Y not fo be used ter Jo dap) 6 EMWW Coned Mothhg A. Instewed an 4pe J' I w mare B Keyed n an phis s;d, C 'S.hngled' oronpphg mots D Staple light to Ground 7 slebib}erbn A. Final grade err s/obdired (sees, mulch. ow, at. etc) B Veoelohon esfablio c .Slabilirea since lost heeecfmn B Sedinenfofion Bostn A. shoes sIW- B-ediminf b✓ie p -a- C Stan, outran, Awed 9. sell Prbfecfian A. M,towed an an reefs B Clean It sediment c w Nmq Prcpeny A. Po end roods clear of sedirnml B Der/ not hbwnq rife All Erosion and Sediment Control Measures Sholl be inspected of least weekly and offer roinfoll events greater thou AC Public right-of-way Sol rah _ - Existing ground Profile Provide appropriate transition -- between Stobd}old ConsNuction E trance and Public Right of Woy / 50' ^ Public Exst erg pp' 1 1/1" to 2e Right of I ground crushed store Way I Plan Stabilized Construction Entrance -: -_- - N.rS RECEIVED Dote ntwsee Desci FEB 10 2014 Namof'S", PtirliS'1(itor For Permit Review The Low Risk Site Handbook in' kt-lon Pr —Alan and Sediment Control HOw Io idoddI R—!ku, — L I 'I I gl en t manlo,unee The L.. Reek Sft 11-Ifto,k for ,na0or, e­.dbo. ..d SinfinnnIt C-1.1 van T1. ..—k sane u It. id. Slow Down Channelized Runoi fo,oulue khon— t"noelp. pug me ¢gnaw, nowew R— W.— Sluddait, Soelto.3 Additional P"nne., Tbl. of Contont. 5111 Indn"veti. W1troy 11", e= P­1? Anal Batten 2 T. R--. 1 111- $ft Ba,,,,I,,na3 S. f—I 1aend W_ I!, S­ .11, On.11-1-1 R_", 9. W-r S1.1, i-an 29 soctloni I Introduction pnw­ me u—nan .­nll -1 ..­h RbwWansanN W ed,de, coannucad. .... ... ­," Sage ma colts of nwkweu,, rams rmR rkwxn ne,.­ . .... I"'. ­­ Fsncvn ­d wIdeannit, D—I, far b02141T)Pi waere In plooe, ekes age MUT, 71, 22 Section 2 The Requirements I- Mark Site 8—cl.fl- 7. Construct Pormoont Cn#ok Napoaa Mona sm lbw In u rep, .-,.—Ply: 0 n., ­,ge, Wit N*w*_PIy; a n.Ii,a. -.al ".1. T­ F­nj 2. Umlt Disturbance Am nrroose S. Divert Upland Runoff 8. Stabilize Exposed Sell dat SS 12. Dooduftrinill; Activities Nm poq__ how co ..Ply propel Maba,e, .1, net rtrzd —1no 'k —1-TH TF_ RECEIVED FEB 10 2014 City CS-01 3. Stabilize ConStrUctlon Entrance .,P— owununied. 12. Inspect Tau, 11K. Onto gonna ano L—L For Permit Review 00 % P 0Q.. r, 9.Oo' Foot Candles on Neighbors Illuminance (Fe) iv"9 64-5r -;o i . o Average = 0.00 3 Maximum = 0.2 Minimum = 0.0 Average Foot Candles of Site J, % 1-rd Illuminance (Fc) 06- �.01•, 00- Average = 1.73 .�.03% Maximum = 14.6 Minimum = 0.0 1-08*1 "'Orfl 01'0)"d' tow -'KWW D—pl- KEDR24 (421, RaM BOUAPD) .705830h8Sa06830UWS 'OF-P rL, O6-01% lo-00"", Ate w 0.. % "P.-r. A.ar. •10, .0 % *'o to-,, oi*'r. RECEIVED FEB 10 2(114 CRY Of So. Burlington T-- to Ills Revisions or CQ Ij Uj (U F4 04 0 .H N H CO Page M of 1 Existing sew maonole Cj R' 52363e h I \ pfl \ e. \ v'��9 I \ I s\ I \ II \ I I \ 1 I \ \ we//es/y On I \ i Q £ ore New I RCP Inv ' section I Jig 54 1 - � 319.E r w , F' .STOP I l `— ` I I I I 1 1_I wnz to bf \ V I N 15" 10 iae Mr %•., A New ' 28 p St \ r � i ver/p'ofal efba k � �� Rim 317j55 t 1 sfar,n /I � � bpi s Inv 310.45 Lot cov,� Lot Area = 0.63 acres Area of Existing Building = 0.05 acres Area of Existing Impervious Surface = 0.09 ocres Existing Buildng Coverage = O0510.6-1 = 79S' Ex,'Oh,?g Overall Lot Coverage = 0. 09/0. 63 = 14. 3% Area of Proposed Buildnng = 0. It acres Area of Proposed impervious Surface - O JJ acres Proposed Bui/ding Co veroge = 0. 11/063 = 175R Proposed Overoll Lot Coverage = 0. J310. 6J = 524$ -0 tX15 New ?0' 3'L ` e w w banNe:ew 4sw,M 1 - � { are cansrn.e / I rn,vsr abcxs 1 ( 1 IJ _ _ verrar t d ��`�\ / I PW SOR 35 suet on locot on o New 6" v 4' I W New storm Znh -\ yl {/ S> death of axis g wore, morn (must broth I 1 pads ry / V \/ Ex Ne / ware- I 1 I ", , f ui/Gyfn Rim 324 J7c 4 4/ o I 320.J4 l� \ try sewe d b lM / ► ""��� N 3Q c'o� We//es/ Grove tnrusr aaaw I s° . z4 3ao es � w I�A sa y rig � I _.�E. Imy .:ewer monhwr � �` " �I 1 moor. � �l aw � ilk,, _ ^rm 3zJ e7 O New 6" wale /me fa be I I y I F / r 1 G, (t 0 p q v ( i mttN/ed under Hi, e, b ,ag I h c N^w w/c I al, I -� �+ ` ,t-+ New Al P ; SOR 35 ed \ v /out 3155t (6 Rood W. direchorr l f' N / 1i1 / �J 1�' Rim J73 h' OOSs v iNX borh9 sormg to be 's q /1. J15J QO / I 1 t .Inv J aB ! I C ecf new inaty/led ,n accordance I qF JQ' t wrd I Jz °' 0 / / ry j budding fo 4 q with VTAOT 6fondords P I r' h s t0 Ci / I I 1 ` �J2fi- ` / wC 5 exr in I' Oerml 0-20 I I W lest P,f to ve dy I 3 e S mT Y Sewel u 1 e, lx1h and s dip In 1 isfvr9 4 ear Nre 9 a s I I I w/r - % 30' so, I.� fookklyy ewx I etbo 6thngs Y 1 Curb / Pre cwrs vct on 1. u N CRy4 / - reef p,f o I 'ly e y PYC SbR l pp wxe, lac hw, nd I o` 35 9„ rr � L I 3� � I _ R 3z 6/ ♦ l vier '� 3056/ deprhd W,, I I o� sw007 mm, ii $ I.,-;��, \ I � ✓:• N. ,:rate / U son,aewer. s - II Nab 4 of Ire. I ° .,T--_, ;.-L txocws. •I a 325 ft _ I �roll Mews I t 1 6' dioma I ewsrk,g snore I '-t'-- I �! 20 Y �� 1 srareore, ovr:;do or ti\ J I the cleormg nmifs. R�mnJ74.35 _4itofC 1a' I / / I In v� 3161 I D 1 1 New c1=119 Preserve art es or / I I 6" diameter or _ / StCi on h­clew glimifs / I ' I _ Notes: 1, fie location and materials of existing utilities is not warranted to be exact or comp/eta The Contractor shop field locate a// utilities and be solely responsible for at/ existing utilities and I I I 1 their uninterrupted services. The Contractor shall contact Dig ' Safe before commencing any work. / n dront 11' I ' 2 This plan 4 in no way o boundary survey Boundary infwmotion 1 shown refers to 'Porte/ A" as depicted on a plan entitled' r 9ourdeou/Rye Properties Hinesburg Rood, South Burlington, IP I I Vermont, rew'sed final plot" doted March, 1985, and prepared by FitzPotrick-Llewellyn, Inc. J. All water related work to be performed in accordance with the Specifications and Details for the Installation of Water lines and appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, and % I ' the village of Jericho. " P Location Mop_ _ NTS L eoend Power pole 17 survey Contra Point Existing hydrant Approx. Property Line - — — — — - Ex/sting easement /ine - - - - - - - - - - - Setback lineAuilding envelope W A w - Exlsfing Water Line/gore valve V '( , I v '�' 1 Existing tree line 5 5 ® Existing Sewer Line/monhole ST ST - ❑- E isting Storm Line%otch basin �" -- Existing Contour Existing Stockade Fence c -- Existing Overhead Power -�' Existing Underground Telephone -5- - - - - - New Sewer the —w- - - — New Water Line -sT sT=D= New Storm Line%otch bosin Finish Contour New buiding New pavement NPreconstruction exco otion 0 20• 41' 80' 120' -- for Sc o/e _ I"_s 20' For Permit Review bore revised r o vnon Cnaaee 1 Dore rb ant / / Stems/ql SBI i� ^old eo fine se mpnnole J73 35 3155 (t RB . out JlS St (B) C I 1 ( `` E ris[i.� duiidiy / y - Notes: 1. The location and materials of existing utilities is not warranted to be exact or complete. The Contractor shall held locate all utilities and be solely responsible for all existing utilities and their uninterrupted services. The Contractor sholl contact Dig Safe before commencing any work. 2 This plan is in no way a boundary survey Boundary information shown refers to 'Force/ A" as depicted on a pion entitled Bourdeo dye Properties, Hinesburg Rood, South Burlington, Vermont, revised find/ plot" doted March, 1985, and prepared by Fi'tzPatrick-Llewellyn, Inc. J. Al/ water related work to be performed fn accordance with the Specifications and Detol7s for the lnstallabon of Water lines and appurtenances for all Water Systems Owned by the Chomp/oin Water District, the City of South Burlington, and the V•lloge of ✓ericho. " __ Lo_cation_M ,v rs. Legend Power pole (7 Survey Control Point Existing hydrant Approx Property Line — — — — — — Existing easement tine - - - - - - - - - - - Setback line/building envelope w pg-w -- Existing Woter Line/gate vo/ve i -Y �Y, X�r' ✓�\ Existing tree hire S - -- 5- ®- Existing Sewer Line/ anhole Sr ---Sr- --0 - Ex/stfng Storm Line%otch basin `y - Ex/sting Contour Existing Stockade Fence •� - -- - - Exlsting Overhead Power Exlsting Underground Telephone 0 20' 40' 80' 120, Bar Scale 1 ` = 20' Date re Hsed Description ,Checked I Dofe De$19n -SAN Existing Conditions Plan Drown Checked _.-. p le PG,-Cel Scale 1" = 70 /T l Dote ��n,,.s �r,-`< OBrien Brothers, LLC For Permit Review XRESS & LANS'INC Consulting Engineers, tnc. 2 16A .Main Street, Colc/iester, Vermont 0"-V6 I 1 1 I 1 1� nyvn Ev. n� onf We//es/y Gro ve 0 ni�r io cu✓ o No tes: t. The location and materials of existing utilities is not warranted to be exact or complete The Contractor shall field /ocote a// utilities and be sde/y responsible for o// existing utilities and their uninterrupted services. fie Contractor shall contact Dig Sofe before commencing ony work. 2 This plan is in no way a boundary survey. Boundary info motion shown refers to "Porte/ A" as depicted on a plan entitled• fiourdeoull'e Properties, Hinesburg Rood, South Burlington, Vermont, "v1sed final plot" doted March, 1985, and prepared by Fi'tzPotrick-L/ewe//yn, Inc. J A// water related work to be perfumed in accordance with the "Specifications and Details for the lnstol/otion of Wafer lines odd appurtenances for all Woter Systems Owned by the Chomploin Wot- District, the C ty of South Burr/ington, and the Village of Jericho. " location Vaa N T ,, _L e_qend rp, Power pate 12 Survey Control Point Existing hydront Approx. Property Line — — — — — — Existing easement line - - - - - - - - - - - Setback N76AUMId7g envelope Existing tree line Existing Contour -----t>----��---- --- Existing Stockade Fence - i,�w---- - - - -- Existing OmMood Power _ _ - 33B _ _ _ Finish Contour New building New pavement Br Br — Barrier Fence • Sit Fence 0 Stone check dam Stabilized construction entrance 0" 20' 40' 80, 120, Bar Scale 1" = 20' Dote revised I Descripfim Lhecked i Dote For Permit Review Construction Notes I_ the mafhods end "1--of construction ehou conform for the latest standarbs of the Cry of South Bur/ingfop and Me State of Y moor_ 11 work shall be in con/w oc will I permits and pprovols issued for ,he pro/ecr h case of conlrit the main stringent specrncotion shall apply ors determined by Me Engineerm Ail-I.,I/ De dens in a wo Ilk& moms, and completed in Me ems specified Dy Own, 2 Me Contractor shall be resp-We for a/ work and moteriols shown and required to make the job cainplete, These drawings do not show every fitting o appurtenance, Malerlo"s shall be ors -"tried on the drawings. Monufocfur,s product pecifications shall be submitted for o/ materials to the Engineer far approval -, to hstallbfian 3 Me location and sirs of existing underground utilities is riot womonfed exert to be t or complete The Contractor sno// held locate all uhiifres and "loll intact the offeceee u"it, company, the Engineer and the Town of Colchesf, pow wet, any hook ups. The Contractor sho// be solely ,esponsib"e toper a,, er/ trig utilities and their v,bit uptec' services. All off -site bockfi//, sheeting and sharing, dewotenng, c/eoring and grabbing, eroslan c &01', dust ,amid, boll c control ""in" and a// hcioptals Mal, be included ors port of Me required work 4. Repair of ors disturbed wept grading, seeding, mulching, repair of roods and curbs, paving, and other incidentpls ore Included as port of the rebuired work Al/ osfubed areas stroll be loomed and mulched until permonen, ground cave is ertve/isned 5 The Contractor shall verify all horizontal -hall ono' a-pwory bench marks before use. 6 fie workmen and public shall be protected by the Canhacto Aran any and all b-ds -acted with the construction work. Opp trenches materials o equpment within the working lmits are to be guarded by the us o/ adequate barricades or log m All barrcades left in position overnight ore to be r p,pedy lighted Kerosene pots o oat acceptable. Men work n s the usable pavement, fag mop shill be employee to aid the law of froth', so fool there will ben oundue del n The Contractor sho/ be bed reponesa ible far the fety of all w,Ymp and the general public and all damages to p,perty `o �m/ng Fomor upon the work o cos vied by nag/igence w "loll be held -ansibre for the safety of offwkmp and genera/ the public and all damages poly occw,ing from up- Me "work c s aned by negligence r day O, night mMm be working or All work shall be kn can/wmonce to OSHA regulation. Title 19, Ports 1926 65 1 and 1926652,1 and opplicoble to VOSHA rpu/ofio,, 7 Piecanshuclian Excavation o r shown an the plan sno// be comp/sled prior ,o beginning Site uluil, work and priw for od,inp "hurt..:. Me Cant-to, shall allow Me Engineer are /week for provide design dwbsib s dosed an information obtained horn the Preconsf-b- Excorotion. Toe Canhocfo, shall contact the Engineer of least 24 hours in odronce of performing the ex vatian. oddirian to the designated Preconshuctip Excowfips the Cantroor str cloll verify all uNe" infers h-s and contact Engineer aria Owner w%M eanfilces/n B Canfroctor shall contact Oig Safe priw to any excavation 9 T poory silt tape shall be erected prior to any clearing o construction Fpc/rig may be erected in phases, but in case shall const-6a, oI clearing teed fencing Spec/v, oreos may be des/gnofed by Me Own, for pre -Aron of enelhg frees these areas all be the Contractor, responsib.1, to insure no damage Is done to designated trees. 10 Eviemg p"aneings ore located /n 'opera/ oreos as shown on the plans. Cont-for shall protect plantings scheduled to remo"n so ors at to damage Mese or Mai roof systems Ili. Contractor shall verily all UfiN, intersections by excorofian of least 300 it in odronce aI of pipe laying ocfiWties. Me Engine, end Own, must be on lmted with codficfs. Failure to comply with project requirements shoe severey limit the rmthacrar horn, pursuing any claim to c,mp-otian resu/ling Aron conlicts with the existing utilities. 12 Contractor .sho// comply with all permits one opam roll issued t MA a o'irct 13. Slope stab/lire, upon vnsotumtwe soil conditions. If during construction sat urofee sal/s one wii--wed, contact the Engineer-whotwy Bituminous C-te Povemenr Tp 1" -Type /// (40603) VTAor Standard See site plan for / Specificotian for Construction cross s,ope 8.. 2" "- roe // (406 Of onVTAOr Standard Serefar 6" crushed growl leveling arse 70405A tine VTAOT Stondord for Colel-,ion - - - 12" crushed grave/ subbase 704.05A oars c e VTAOT Standard Specificof%on for Conslructip Sand Borrow for Fill 703 O.Y' Eorth� subgrade VTAOT Stondord Specifi'cotion for Construction 2011 Mfrohf tic 500, Minimum b-/p Specifications: to be 24' 1 Toe morerio/ subbase deaths Mawr are mm requlrem-le Mstigobw o resting sal/ c-Ahlans isrequ red. And depending an xisting .soil conditions he subbase depths may change it m-manded by an independent g--,icl enphe,. 2 0- -11, fabrics shall meet the requirements of VAOT Section 720 for roadbed subgrade and --in trenches. J Send borrow shall meet the requirements of VAOr Sub sectim 70J OJ 4 Gravel base shall meet Me requirements of Or Sub-0ha, 70304 5 Crushed gravel staff meet fine requirements of ✓AOT Sub sectian 70J 05 6 Crushed stone shall meet the requirements of VAOT Subsection 70J t0 Typical Asphalt Paved Cross —Section N75 Asphalt Pavement and Crushed Grovel Subbase Construction Notes (a a oI- retwmcrr mNy to we ois.el ."ease her canerwte aims q+rans ens sl4ewdks.J 1. Pwkfng lot and cimuloficn roods shd/ be constructed to if. line and gentle Ma- an Me oneins the rod and u"I" locations Shah be ors typicoy detailed unless ofherw/se shown. 2 A// road end poking cbhe? Tian staff be completed in accordance with the Vermont Agency of rronperro rip "Stanaord Specificofionr t L-MIction""It . J sM Contractor shall /allow Vermonf Ahghwoy 5pecilkbo- (2011) Section 20311 for placing and Wwook q embonkments. 4 Far materiel shdi mewl Me reaukernant for sand borrow section 70.103 of the Vennanf Agency of rppwtcfion Standard Spec'... a, t Cone -chow 201t Fill snail be placed 1,0. 12' (J5 cm) /ifs. welled ors required ontl c plced with y compactfo eg.pmen, la not less Men 95S of maximum dry denr/ty w detennkied by Me AASH70-T-99 standard P to. 5 Rood in a sections shol be placed and cwnpachte a minim of J Mel (09 m) oboes top of any ulklfy for be fnstalled before french it wh oroled t ppe plpsman Iin - - and cut -lion; Me Cpfrplw shd" prawn, ill neces y Meeting, Mwin9 and bracing to maintain compliance with of OSHA/VOSHA regulolions 6. Methods for eansMuetian of subgrade shd/ eanlaim to Vermont Highway 5peeileo A- (2011) 20J /2 7 Any subgrode a• subbase disturowd by Cptroctor or rendered -ifetw by construction machfney; show be removed end replaced with sand borrow cohMm, fa section 70J03 of Me Vwmant Agency of Tronpwtoloh Stodord Spec/f'cotkms for Lensfrucfian 2006 at the Canfrecfw°s erpense. Me upgrade, Mal/ be cnmppted th la not less an 95X of maximum dy density ors determined by the AASH712-7--99 Standard Prptw. B the Contractor shd/ be repantla/e for coodrnorien or and cosh a1 ill camp-6- lasting end woks andjwis as defined by pions wed peabo lfoe ➢. Cr-we gravel subbase M- pb-bnt Mdl conform to Vwmont Ilgneay Specifications (2006) 301, 704. OS lobe 704 054 coarse. 10. Leveling course when con/ to wrmene Highway Speeil'eotions (2011) JOI, 70405,, Tob/e 70405A, foe. 11, Bituminous concrete pavement Mali canlorm to V ant Highwoy Specihceliens (2006) Section 404 and 406. Bind, course Mall be ripe z ane Mi. weong course Mel be rjpe 8i J2. Siew Analysis for Sieve A lre,s for 70 - 5ie.e Ananls for M405A 703. O3 sere Borrow (coarse) Crushes Cro Mf to, Subbase (Foe) crushed Ca./ for Subbase Slere Descnplian X Me, file. weft 54e Description S in, by weigh, Si- Descriptian R fin,. by_waghl 2' C50 min) 100 4" (100 min) 95-100 2" C50 mm) 100 1.5 (J75 mm) go- too 14 (4 75 min) 25-50 1.5 (J75 mm) 90-100 5" (125 mm) 70-100 /l00 (150 pm) 0-12 o (A 75 mm) 30-60 44 (4.75 mm) 60-100 012X (75 pm 0-6 /100 (150 pm 0-12 POO (150 ymJ 0-20 1200 (75 Pm 0-6 Wad (75 Pm) 0-8 g All CpoelP sno// meet section 50, of the Slate of Vermanl star- en-il'colions for Class A Provide xpansion pint 'ryhere ocrate and shall none o 7B day sidewo'Y Is against cvrfF;` c ompressi,e strength of 4,000 psi Use onfi-spol"hg to -;ereM Use 4000 as; ca- ... b pod sidewalk as si.,6ed for, sidewalks and curbs in Public Works Sp-11190 fans. - Expansion pint every 20° Score 1' dap erery 5' Exposed oggregote finish concrete sidewalk (typical) es -refer to 4" topsoil, seed ontl mulch. Sidewalks grplp ----, 4 !/" per It f thon 8' in width hall be 8" thick (towards ronCJ )� "per if / B' Mick through, 18" sand (ACr 5pec drirewoys -- -T�ca/ Concrete Sa'dewa/k Detoi/ N T S Plourde 4" tpsoil end and mulch L 6 � 1/7" radius 1/4" rodkis Concrete Curb I I - Broom Mnr'sh concrete 9 " y I 7" - Al / rots for ore fad finished bi " bituminous c ,lain - Exponso, pints e y 20' 4 / " a °a, - sore I/J fora, depth or C Le Mang c , 10' nfe,rols 1 - se 1500 Psi concrete - Provide deex�poonslp pint where Iwdk porn"! uM growl base (7D4 OSA, coarse) - Ure anti -polling on concrete curb. Cpere,e curb Typical Concrete Curb Detail Contract, shall ex ovate and remove fop 6" of exiss1kq porch section and rep/ace with 4" of crushed grave leveling course and 2" or bituminous cancrete pavement. New Moen erode shel matchexisting ground - slickness f oxisfing paverment (32i a e ,. Existing base. OepM'M -we I. Seep and maintain signs and the, sole!, control devices.. 5 Apply fiaild opholf lock to Mrecd faces in o pilb- moaner. 2 Reel", ode and porch -a by tufting with o crate saw Do not puddle rock coot on bottom of hole Into square or rectangular shoe ono' cut side laces Mrficd/y Reshape downward solid material and arpnd note to sound 6 Fdl fop of hale with type Top b�tumc crate and compact in lifts he more the, 2" inuus thick Eocn tiff should be Pavement thoroughly compacted with a vibmtwy plate cwnpoctr, or J Bockll french in 6" lifts and compact each lift to 95% of portpble idler Enper/once nos shown Mot t5 to 20 posse." wth "ki - dpsify of optimum moisture Content ors determined by o wbibfory roller arid mix temperature oboes ?50F (12/C) ore standard proctor ASWbe vie soy to ensure good compaction Nond tamp should ant, be used Air -be areas (less tap 15.1) 4. Remove all loose mol,ial and thoroughly sweep the hole area 2 Ilea, up area Do at 1- excess A"/ or excomted -1w lb, clean of mud and standing wafe, on the a Remote solef pavemen y signs Repl"cement of Existing Bituminous Pavement N. TS. Notes. Restoration of Road and Driveway Areas Disturbed 4�y Utility Trenches 1 Rapd resfoiotion sho/I le for the in, and grade shown on the dro wings The rood end utility /acafrons sho// be es typically demand anlese umerwise shown. 2 All rood a o driveway trench rest -tit shall be completed ki cwdonce with the ✓ mant Agency of rmpwtotion "Stondord Specif-tions tar Construction"1011, hereafter celled Vermont Highwoy Specil'catians pecil'cotions f no an these pions and cityrr7bwn specificofians. In rose of conMlcl, the more sthrig- peci&'bori shall/ poly ors determined by the Engineer. J. Me Cont roctai Moll hollow w-ibi t Highway Specihcatians (2011) Seclia, 70311 for placing and spreading embankments. 4 Fill mot erid t rood embankment Moll be approved' by the Engineer Fill s'ho/" be placed in 72" lifts, wetted and compacted with sotistoctoy cwnpoctian epipmpl to 95R of maximum dpsify (Standard Procfw) 5 Road in Al sections no// be placed and compacted o minimum of 3 feet abort fop of any ub7dy to be Installed before french s excavated to, plow placement In trencles and cut sec tips the Cant ..to Ma// provide d/ necessary Meeting, storing and arocing to maintain compliance with al 05HA/✓OSHA req lbili ns. 6. Methods for construction of subgrade Moll cant to Vpmonl Highway 51pifi-hoes 2011) 203.12 or ors determined by the Engine- * Any subgrade a, subbase esfurbed by Contractor o rendered unsuitable by construction machinery, shall be -,we and "Phoced' It, mox mum density /or backrel at ink Cantrocmrs erpensa. Me subgrade Moll be co led to ofloin of .-Ist 95% of y (Standard proctor-) before p/acing ,end w embankment moteriols. 8 Me Conlrocto shot be responsible for -de obp of compoceor, testing in be rood and ueehy imnctis. 9 Sand bit no// cont m to ✓ opt Highwoy Speciii-tions (2011) 70JOJ rob/e IOJOJA. Gronu/o, borrow shall cpf to the v ant Highwoy Speoficofions 70J04 Cronulw Borrow, Tool, 70J04A. 70 Grove/ subbose sho// conf m to Vermont Highway Specifications (2011) 704. 05, table 704. 05A, copse. Construction Notes 1 the C tractor will ec responsible a all/ construction o/ water mom, storm and sonitory .sewer systems as shown an the pions He will be responsible for oil necessary adopters, fI on etc. for make connections to the exsting and proposed uehfret Me Contractor l submit be responsible for oil wwk shown or implied on the plans ono/w refnanced in the ppifi'cafions ontl permits. 7ne Contractor shall submit for opp-1 by the Engineer a// types of moteriols and products used Water Mo/n I the ppe for wort n shall be ductile Iron class 52 m nufoct-ed n accordance with AWWA C151-76 All pipe sho// hove push p type pints. AM fittings valves, etc. shill hove mechanical joints. Pipe fifth gs sho// be manufactured by C/ow, US Pipe, Johns -Mon villa, an. approved epuo/. 2 All ppe sho// be installed in accordance w/AWWA C-600. The pipe shall be kept / of foreign matter one debris during Instdlorion. Nhen Me process of ppe laying has stopped any open ends of pipe shall be plugged There shall be o of 6'-0" cover over a// ppe and service fines. Any ppe delecfion shall not ex end fifty (50) percent of recommended monafocta b- maximum defection, Bockfi7l moteriols and procedures sho// be as detailed p the drawings. Tire Cptroctor shall be reppsible for any and all sheeting and/sharing necessary to comply w/OSHA - VOSMA -gull one J. The testing of the water main shall consist of the testing of a// installed pipe, so,vib,A hydrants etc. The testing shop consist of a pressure test followed by o /eokage test. A// testing shall be done with potable eiter and in the presence of the Engineer the pressure test consists of ma/ joining o Infernal pipe pressure of two hundred (20C) pounds per square inch t two (2) hours. Fall- to hold the pressure (+/- 5 psi) for the specified time constitutes 1017ure of the test for the particular section of pipe. fie leakage test shall be conducted for an' (1) hour The time for the /ebkage test may be included with the time of the pressure test. During the leakage test the quantity of ecte, necessary to maintain the testing pressure of the system shall be measured the leakage shall not exceed the allowable values ors shown in fable 6 AWWA C- 600. Failure of ony test secfim will necessitate ,pair ond/w replacement of the failed section. Walling pressure and test pressure sho// be art -led jointly by Engineer and loco/ approval agency. 4 Ch/ormohon of the system shot/ be accomplished offer the water morn has been successfully pressure tested and Monaugh/y Bushed Disinfection shall be in accordance w/AWWA C-6or Me method of drsini,ction sho// be approved by the Engineer and only ofte, samples of water from the Pushed disinfected main shows no evidence of bocta io/ogico/ co,tominofion. Use 50 mg// for 24 hours. Me concentiofian must r om above 15 mg//. Tablet dismi-Non is not acceptable. 5 Two wale, same/es in two different /ocatlans shall be token by the Engineer and sent to the State for testing prior to water main being placed 11 servil. Scnitory & Storm Mains 1, fie ppe for sonitory sewer and storm shall be PVC gravity sewer pipe SDR J5 (ASTMO JOJA) with rubber sealing rings A// pipe shall be laid to the /inn and geode shown on the plant 2 Me insfo/led sonitory sewer pipe shall be /ow presswe air tested in the presence of the Engineer After pipe cleaning, the ppe section (manhole to manhole) shall be tested according to the for/owing proce0ure , An intemo/ ppe pressure of 4 pounds per square inch 9-te, than any back pressure due to o water fool& shall be opted A minimum of two (2) minutes shall be allowed for fem-bit- sfabiliaotion. Tile pipe section shall be considered occepfoble when, tested of o pressure of 3 pounds per square inch g,eoter than on), bock presswe, the section does at lose or at a rate 9moter than 0.0030 chin/s./ of intemo/ pipe oleo. J. Sewe, mains must hove o mold-1 pulled through and Aow ped by the Engine, and witnessed by the Public Narks Deportment Separation of Water and /or Sanitary & Storm Mains 1. No wort, m shot be closer than fwi (10) fee, to ony sonlfory s storm s onifory manhole, and fine (5) feet to any botch boson. Provide minimum of 18' ve,ficl seporofion between wore, morn and sfarm/sanitory sewe,. Testing and Notes Al/ utilities and -- Ys shall be designed and constructed m accordance to the South Burlmglm Pubhe Works Standard Specifications All testing In section of ufilti- shall cant- to WPWSS. and shall hero staff from the Public Works Department present to witness telling In addition to the above requirements all/ wafer lines and sewer lines and monholee shall be Mwough/y tested by the Cptroctor in occddance with the current edition of the Env/ onmenfo/ P otption Rules. Note. All construction shall be ac orlpfished in a cordance with the standards sef forth in the latest ed'tion of the public woks specification of the City of So,M i9-1,hgeon and referenced pecificotips in the case of cpMcf, the more stringnt pecih'cafibn shall apply Cptroctor shall keep o log book of of least three swing ties to set ce locations and any points of deflection or wads moln fittings. Books sho/ be turned over to the Owner upan acceptance of wank Elevations to the fop of services shall also be recorded Provide 6' toper when curb is adjacent to walkway. - Provide 4' taper when curb is odiocent to vegetation. "R To Down Curb End Detoil NT5 Basis of Design Water System .I one bedroom unite O 150 god/unit = 450 god 4 two bedraom units ® J00 god/unit 1.- and Subto,ol 1,650 god A/low 10,T reduction far oat, saving devices: 1650 gad • 0.9 w 1,485 end Basis of Design Wastewater System 3 one bedroom units ® 140 gpd/unit 470 god 4 two bedroom units ® 210 god/unit 840 ood TOTAL 1.260 gene _.. -----_-_.- ___----- -_ -_ . _._ oo - Date revised Description ere Checked Date Design S'..____ QetC7i�S Drawn - 5..... "eC"e° - -- Rye Par ce/ Scale n. Ls_-_ -_ Date-'y-5,211, OBrien Brothers, LLC Project 19JI65 Hhnesbrq Road South Bailin ton Vernon For Permit Re vie w ,r,? 'BS b& I-4YSINC Consulting Fngineerss Ina 4 164 Vain Street, Colchester, Vern 05446 11 Gate valves shall be A. W. WA. C 500-80 Standard Got, Valves with mechanical pints of sizes as required on the plans. Ail valves no// be of cost ar ductile Iran body, porol/el brass seats, non -rising stem, inside screw, resifent wedge construction with "0" Ring Stem Seo/s. All vo/vas to be equipped with o valve box for a minimum of 6 feet (6J of corer material The gate valves shall open counterclockwise and be designed for a working pressure of 200 psi. Cost iron cover marked "water" Finish grade- 11� Ad)ustob/e iron curb bu{fold/ style curb box with cover 6' -hl. toms Use 4 mil po/yethydene between rolve and concrete Water main Crushed stone Undisturbed sail thoroughly composted Gate Iva/ve N. T. s Note A thrust block shall be installed of o// water main bends, reducers, end cops and fees. Minimum one full length ofpipe Buried got e wive with concrete "op" ono' anchor (see buried gofe w/o, detofl obow). Plug , 6" (15.2 cm) mm ,, ,�-0. m to bench wo/r (typica) "Undist bed soil Volve/Dead End Undisturbed soil :44'1a9s i Tee All water related wok to be performed in accordance with the Specification, and Details for the Installation of Water lines and appurtenances for o// Water Systems Owned by the Champlain Water District, the City of South Surrlington, Colchester F/ie District #1, and the Village of ✓encho. " D+2' to match existin povin9 9 the Contractor shall en unp responsible for complying po veawdil and slightly With OSHA - ✓OSHA ,eguloeions. Find/ bockD// moterio/ sholl contain no stones greater \\\ \�. 95X 95%\FI thon J" in domete,, n frozen lumps, cloy or j stondord proctor standard s proctor `� B" water pipe shall hove no less organic mot-ol. (AASNTO-T-99) \�` than three brass Pioce m 12" /ills and wedges installed compact as mdcated \ i\� Ot each joint. � E /nix/aI .2" Use on site sold fill / o—fin hovnch/ng and initial bock hit D - - _ - DuchYe i,on, CL 52, Nouncling �� \ y a\ mx, Un0'sfurbed moteno/ I �'- Cam Pa t under PPe - Provide min. 6" e carafe french to ---part bell, )bints, old ppe equally sold cushion over ledge undisturbed soil Use meg o/ug contour rs Reducer Note.' P/oce J mil. (minimum) pd concrete c end shelf between ad to thrust blocks and poee/or ,,'tongs to p,erent bard. ILI, Con to o e shall not covw bats, etc. f fittings. ---Undisturbed sod 90 45 22 1/2, e or 11 1/4e Bend Thrust Block Details NTS Minimum Arec of Bearing Surface of Concrete Thrust Block (in square feet) Typical Water Trench Details I TS J" 4" 6" 8" 12 SAFE silos w Exps v SUL BEARING m s ifs' COND/T/ON toAO(P.ir) as ors , s nr- ter- rr s 05 0510.5 0.5 0.5 1.0 OS 0.5 10 1.5 7.0 05 ZO 25 1.5 1, 7) 40 55 JO 1.5 Sound snore 10, 000 1.0 10 70 05 1.5 2011.0 C5 J0 4.0 20 1.0 45165 J5120 100'74075 40 Ceihented grovwa----- _ &sand 4,000 1.0 15 JJOJ85100 50 aompoo Boned 3000 —000 J 0145 2.5 15 50 70. 4020 105150 60 40180250 4O�1 007757508.0 2,000 10 1.0 05 20 05 !.5 1.0 J5 50 JO 75 60 BS 50'i Max - 70 J9.O 55. 0 JO 0 15.0 Soft /oy 1, 000 ,mum —pressure . 200 PSI (110,620 x,Ai 2 ) NOTES 1. The location of sewer mains in relation to water mains shall be in accordance with the Recommended Stono'ords for Sewage Works" so -tolled Ten State Standards and Water Supply Rules. 2 Sewers shall be laid of least 10 feet horizontally from any xisting or proposed water main. The distance shall be measured edge to edge. If this d'stonce cannot be obloined, then the pipes shall be installed according to EPR, Chapter 1, Appendix 14, 11o. J 18" seporotion shall be mointoined whether woter /s over or under sewer /f this distance cannot be obtained then the pipes sholl be installed occordig to CPR Chapter 1, 11b. Water main 18" min. 1_ O Sewer -Select bockfill compacted An 6" (152 cm) layers-95% standard proctor density C—silq Sewers crossing water mains shall be laid beneoth the water main with of least 18 inches vertical clearance between the outside of the sewer - and the outside of the water main. When it is possible to mointoin the /8" vertical seporotion: 1.) the crossing shall be arranged so that one full length of sewer is centered above or below the water line with sewer joints as for os possible from water joints, 2) the sewer pipe must be constructed to water main standards for o minimum distance of 20 Met either side of the crossing or o total of three pipe lengths, whichever is greater, J) the section constructed to water standards must be pressure tested to maintain 50 psi for 15 minutes without leakage prior to bock filling beyond one foot above the pipe to assure water tightness; 4.) where o water main crosses under a sewer, adequate structural support sholl be provided for the sewer to prevent domage to the Water main. Sewer / Water Separation_ Detail N TS Thrust block Existing water main --_-. Verify size and type. N I New 4" water service \ Topping sleeve and valve by Clow, Mueller or approved equal. Contact South Burlington Water Dept. Wet top shall be installed by persons and the Engineer 48 hours prior to top. approved by City of South Burlington Water Dept. and the Engineer. Typico/_Tapping _Sleeve and valve_ N TS NO rEs. d 1. Addoin-tic so, aand f e prink/er systems Mot o A,d to the public wote, Clem shoIl be protected WM o bockdow p—tion ass 61, and on opprpnof, thwmol expansive system rn compdonce with the " Ordnance Fes Me contra of Cross Connections WfMm The Wbfe, system Of Me 'I" of 5-M Buringfve ". 2 All wote, line old ,Noted work to be performed in occwdance will the Chomp/din Wote, Oietrk! Sppilbolians old Details for Me Insfo/lofion of Wotw lines and Appurtenances." der lot ` too - —1 w/o, one rampe, 4' ,YM 2" Nptune T -Flow SPt�v1d a 4" � pound wafw meter 4 to do,neslk ew"y Backeow Pro —rip 2" (double check 4" \ defect J sock9ow Prevention Town Enhance (y bee check detector) See mecnon cd drawkrge fa comp/eft design and d,tads of prinkkr nt— d—tic wofe, must be rsdibMd ham pink/er ntem with .,to S lies 709DCDA (dwble check d,e—to, d—bly) o, -proved ,quo/ Scckf/ow Preventer Schematic N T.5 General Water Main Notes. A// wales line and ,Noted wwx fo be per/wined in o cwdonce with the Chomploin Wbte, District -5, ificelions and Deloi/s for Me lnsfol/ofion of Water Imes pd Appurlenances� l—II'M the CND SpeciF'catians" All domestic event,- old re ell -ides systems toot or con ecfed to the public wore, Wren shall be protected occordrng to their degree of hazard, ,with o back How preventive o embly, old on pprpriote Mo—ol expansion system. Pieose contact this deportment for more infwmotion on bockflow protection devices. Me CAP Speci/icotions are oppl-ei In od new construction and reconshucron of worn infroshucture, variations f-am Me Cho SpeciFcofions veil/ not be perm tied provided within the CWD peciheahans. lyre dpprpriofe CWU Supervisor os defiled ins the CWD -,00 Ic hei— sho/ determine the occeptobdity of ony deerotion from those spe,X—tion- Pni t, wore In and oppurtenonces shall be designed to the some sMndord- os public wilt,, 1— c and apurtenonces All water in,todotio, work and water distribution mafwiol must campy with Me "CWD Specilrc lm ns" DoMw, Ior this project must be Me some os !hose wthin Ina above referenced CND Specification The prorvct snot/be cons —led, cwnp/eted, mointoined, one paroled in accordance with the pprowd pions. No thong, -el" be mode , the propct without the written ,pp—1 of the opp do dte CND supernsa, A cpy of Me find/ obbiomd pions shall be submitted poor fo construction of Me water system sin roll me obove iefe—ceo CWD Spedrrcoti— state toot no wore, Imes shod be n,toded after November 15 0, before Apnl I without prior approval of the 5upennteneent. Ina opprpricfe CW9 sup—l— may rcsfnct wwx beta,, November 15 and oiler Apr? 1 d 9 dl— weofher conditions. me -,party ownw would love to p,onde access td the Deportment far the means of undertonnq wore, distributive emergency rpoe, old nmhtennnce, os o//owed by the city worn dollonc,. Access would die,, how to be pro Wded to Me Deportment tar those curb stps Iocofed outside the City ROW for di co "s,tlg -,sort, M dedlquent accarnts provided that Me City of S-M Burlington folows the requirements set forth in Slate Stotvfe riff, ?4.Vs A. Chopte, 129, Undd,- "to, old sewn Disconnect n n I n n n in -coded of each v int Four -inch and shod ppe s o ova J less f o 7 dross wedges p Eghf-inch ppe shill hove no less !lion J wedges rnstolled of each pint Ile South 8,dington Wote, Department o dinonce states that Al/ water Imes and oppurtenonces not lopted in the City n'ght-of-way or public grdunds shall be cpsidered -,/rote pursuont to the ordk— old others of Me cey, old,' Pie 0portment shot not mointoin any wafer lines that hove not formolly been accepted by the City exc of in svodiWW-e Mof ore ees/gned to Departrrrof eoecifi-ei— and ore in fended Ili be occpted old' Ali wofw does old oppurtenonces located within w eo so des/gnpted os roetncfed w ,wiwte by the devNper shoe be co eidered psi vote. or Ristwicdfly, the SWM BvningMn Wotw Dportment nos practiced overseeing the ,poi, old vintoonce of all Water mains old appurtenances of from those mains not located it the ROW ordeeded over to the Cif, offer forma/ ppi-old' It must be understood Mot fh/e Dportment would only provide the so, o/ overseeing Me rpoir and moinfenonce of all wale, 'die and appurtenances after we have inspected old oppro ved the installation of the wote, noh old swnce lines beyond the CYy owned locations. Me lobo, rote would be the —e do approved in the Manogement C-1t by the CYromplain fate, D/scot! and tie City of South Burlington, -'sad onnuody the obaw re/erencee I— one mote,ia chdrges ore odditioa to ony fee ,pulsed undo, the 5- Bur//ogfp Water Dportment Ordinance, seen os but not limited to -rival, ore hvd,onts and prink/w At— At fhis tone b6iote fire hydrants wa ass -sod at SIX Pe, onnuol fee, old Frc prink/er systems ore assessed jJ0 onnuon, e oo Gofe valves and Curb stps outside the City ROW must how o Warranty Deed filed for the South Burlington fins, Dportment to gain o s for pwohbn in emergencies old to, dieconnecling s e to denquent ac aunts pran'dad the City of South Bur/mglon follows the requre,npte set forth in the Sfote Stott,ri'tle 24 V5A, Chapter 129, "Uniform Wol., old So— becwrnecf" Me SouM 8,HkIgfon Water Dportment shall be rent ony future hard cpy plans ki—lg Mir prorecf Mr review. Future plans must include doeoi/s and pe &—fions os required in the oboes ,eMenced specihcafips Prior to ony budding cpsb-ceip. Me bullvn9 cvetrocto, must contact the S"M Burlingtp Nbtw Dportment to discuss City requirements for meter sin ng, mete, settings, old bockdow Pro—,. Ile —M Burington WOtw Opwfinent shoe/ be notiII d' in dewnce to inspect ad mechonico/ joint F'ttings, M, lino lops. dppurtpances Mrus! block", wale, line crossings, old !,-ling prior to occurrence or bdok/iddl, /t ie a Relation to d'schorge chlo—ofed water info watws of the Slate. All wofw used during flushing old testing of Me new main must be tech/winated pr/o, wte,ing ony —to, of the Store. After Fnol dushing old belare the new wales main Is ecfed to the distribution syot— two c cutiw sets of occep table samples, token of /cost 24 hours op-, sho// be collected ham the en one submiftetl to the ✓moot NeaM Depwfinenl fo, onolysis. At Ieart of a sampler shall be collected from every 1, 000 feet of Me nw ma in, ain, plus cne sef /fo,n the end of Me line on of iodel on set Fom awry brancn�All sample sports must be subm/tbd to he apprgo"— Opwfinent pro, to opening any cpnection to on exrshng wot- line Upve co, iow o, of the do,ot chon p,opct, Record D,awingr" shop be supplied to the trox y in AAdt—CAODWG ✓s—d,n2009 Fwmaf of one(1) —d Did—gsd11, tolnclude wdlo liel. and manufacture, make old costing dote ,for od gate valves Location lies / of"_ cure old e,tw sh✓f oft (WSO's) moll be proeded on the Record Drawings Dote revised For Permit Review Storm Mains The pipe for storm sewer shall be as shown on the Pans and detailed below Al/ pipe shall be laid to the /ine and grade as shown on the plans. RCP - Reinforced concrete pre - Poe she/ conform to Vermont $to,— Specifications for Construcrian, Secs/on 710,, end AASHTO 1170 HOPE - Smooth vial/ell Corrugated - Pqe shall be silt light and conform to AASH70 M294', type S. (AD5 N72 High Density Pol)etNtene Poe err Pp't- equal) ' M294 Virgin Mote iial Specincation may be wowed os apa-via by the Engineer. PVC SDR 35 - Polyvinyl chloride ppe -Poe shall conform to AS1M 2p-b'cation D-J034 w F6>,, (PVC) Sewer Ppe aril Fr'rtings SDRJS. ACCGMP - Corrugated 9a ,w ell metal pipe - Poe shall conform to stondord specXcobons for CGM pipe, AASHTO M190 Ppe shall hove o polymeric tooting conforming to AASHM M 246 Type 8 where indicated Cantroctw shall instal/ 24" wide bonds wth a wot-tight goskel in lieu of stondord ppe collars. PVC SDR J5 pipe shall not be installed when the temperature drops below 32' F or goes above 100' F unless prior opprovo/ Is obtained from the Engineer Extra core is required when handling PVC pipe during cold weather. PVC pipe shall not be stored outside and exposed to prolonged periods of sunlight as pipe disco/oration and reduction in pipe impact strength will occur. /f PVC pipe is to be stored on site for f month or longer it shall be covered with con— or other opaque material. - Storm piping shall be SDR J5 when slope is less than 1X Use HDPE (ADS-N12 or equal) far storm pipe with slopes of IX or grectei - Contractor shall be responsible for oil dewatering and stormwoter by-poss procedures necessary to complete the project. No overnight pumping shall be allowed. Stormwoter System Maintenance Schedule 1 The stormwoter system is comprised of any portion of the site that dtects or conveys wota. 2 fie stormwoter system must be inspected regularly and repaired as required Special attention must be given to winter time ice conditions. J. fie site shall be reviewed including catch basins, fweboys, micropools, treatment ponds, swoles, vegetation, pov t ls, etc. and repoirs or cleaning will be performed as necessary. 4. In the spring all powd surfaces shall be swept. All collected debris shall be disposed of in an upland area and immed'otay stabilized or disposed as approved by the Owner. 5 Catch basin sumps shall be cleaned as required The catch basin/manhole homes may be set of base course pavement grade at any time Prior to final course paving the /lames set at base course pawng grade shall be raised to final course grades using grout or Wh-purpose rubber adlusrment risers ptoced under the lrome. Fromes set at find/ grade must /ears a 1"-1 ogomst the home altar base course paving. 77eref e, manhole homes may be set of lino/ grade elevation prior 10 base course paving on// if the following wit/ occur: 1. Fino/ course paving is to occur within 45 days of bore course paving. 2 Fna/ course pci 4to occur before snow plowing. J Temporary stormwoter doms shall be created to direct water into the bosins as approved by the Engineer. 4. Bose pavement around frome must be pointed orange if rood is open to traffic. Max,Pi,be w The catch basin size mdicoted rs o minimum size far a single catch Basin pipe penetration. fie site of each catch basin structure is Size * Diameter dependent on the number of pipe penetrations, pipe sizes, 3" din. j2'` - - types, and angular configuration of the pipes entering the structure. All new botch bosins must be sized to meet the 4, dio. 24" storm design shown on the Utility Plans. 5' dio. JO" 6 dio, -.36 Al/ torch bosins shall be /aid parallel against m-� the curb while othtak7ng full cess. From. shall be no more than 1 ham face of curb. 'I Concrete curb, see detail Catch basin from and grate ----- -- -- Fn,,ha grade slope shod be LeBoron LF248-2, w \ ( m rb) bove f catch equal Use LAl if s/apes See section Detail - + rf -�- " N are a grgreat-Three (J) aJ Fn,sh grade flange Homes shall be used basins against cur0. slope to drain against curbs Storm manhole home and - - - Cost in place or precast concrete grade grate shalt be 4.60'an ( - _ - rings. Use class B concrete (3,500 psi) LC248-11 or equal Cover between cost iron Nome and precosr shall be maned "STORM" or varies - - concrete catch basin or precast concrete ORA/N" - riser rings ar approved equat Brick and Bockf/I/ material under roods a paved o ust pass subgrode proof rot/ Any trench o ro that does not su essfuhy proof roll shall, at the Controcrnr"s expense, have suffi'cCent material moved and replaced with acceptable embankment material and compacted to provide acceptable proof roll conditions. 'pow'ng fa match existing The Contractor shall be responsible far comp/yfrtg pohad u^p°i'b ound mignwy with OSHA - ✓OSHA regulations �t Bockfill moterio/ shall contain he .ones greater 95X 9DX han J" in diameter, n U. sroneare st-bb d how lamas, cloy or o proctor proctor gon,c teriol place 12" lifts and �. �, .& compact as mtee dic 1 D' \ 114" to 3/4" 1 - Storm mom and services crushed stone (see s, to pion) Undisturbed moterio/--�� 1 -RCP -ACCGMP _P✓C solo 35 -Smooth walled corrugated polyethylene (slopes IX and greater only) T7� -G1 Storm _ Trench Detail -_ N T. S connector secna, HOP£ ---� 0 Plan Reinforced edge- d`. 1 - a r rrougn - � 0+2' -{ ,paving to match exirtin9 The Contractor shall be reponsible for complying ached unpaved and slightly With OSHA - VOSHA regulations Sand fill (7oJOJA) - W op stone with 140 N - - Mirdfi oroinoge fabric. crashed stone Undisturbed moterio/---- 95X -05X stondord standard Procter li proctor I2" min. ran 2" r 1_9-O': 0 we >-cr1 2"ho/.e c1 J" on ter. E�h PLC ped-ted storm main. Typical Perforated Storm Trench Details N. T.£ / Use stainless sloe/ meta/ threaded / fastener Alternate Connections Nptes: End sections shalt be installed in ccwdonre wen me manufocmrers installation pecin'cahons. levot_gp Connector section 11 C_ IB- s�1� —r trough Cross Section HDPE End_ Section_ Detail N. TS __- i 2-D mwt0/ is not abceatabte See chart Catch basin by Comp, SD Ireland or equal. A// manhole lift holes ,. ----------_--- - - ASTM spec. C478 shall be grouted inside - 4,000 PS/ concrete and out with - Steel reinforced to ASTMS ecs P Pr scold by EJ Prescott, 70154-1 expandable out. P 9r - AASH70 H-20 wheel load or egaa. o, v Mastic, "0" rin - - g Cost in place w press sea/ gasket far all ppe connections .-Bex secrron or PVC or buty4 rope.�! ` SOR la riser Refer to D plop o STe � 1 Flow Monolithic base �I 24" Fist pint shall I , be higher than -}- i vest out e/ewtion. vor Yord Drain_ Cover Detail - .i/4" to 1 112" crushed stone N.is Undisturbed material -- Typical Catch Basin / Storm Manhole /v T s Pipe Diwnerer Dim A --8 _en Cons _D- I"± Mox. 1"* 11/2"+ 10 42 t4.5 JJ 6 12 42 14.5 1 6 5 6 1e 24 49 12 " e JO Se5 BB 2B 4B .J6 6J 5 6 6 J6 too'-- pawng to match existing' The Can t-tor shall be reepanstb/e far canmP/Nng paved i ' Paved with OSHA - VOSHA ound slightly regulations —� \-m r Bockfin moterio/ shall -��� 95X 95X I onton no stones greater ���. standard stondord than J"in diameter, na proctor proctor' frozen /umps c/oy argon, moterio[ P/oce /n 12" lifts and compact os mdicoted � EI 12" sand bockfill _ 72' �- y over sewer-- D � 1� J/8" to J/4" crushed stone I -- 1 b PVC SDR 35 somrory Undisturbed material _ ; _77 \ \� moin and services. Typical Sanitary Trench Details NTS 4" rn,n service lateral \ Provide c/ronours at 45`bend 100' min see deroll -74?,in— 45`wp Distance to rory with death of sewer service 6" service : /7 4" service 77 m - un/ass Slope 114 �%ft. _ th whoa noted �dding Undisturbed soil - Bedding moreriol to be hone co potted Sewer main -- to 95X standard proctor (mina) before ploc/ng lateral or use Cross 'C' 'oh-te (2000 /bs.) See trench deroll. Section Building Service Connection N TS 1 45°bend 1 4" ,in bu,/dmg service 45'wy. i sewer main 1 Pfon PA vEMENT CROSS COUNTRY povemenf Vol- cover marked Sewer" ar "Storm" watertight cap marked c/eanour"- 1" occardng to use -- - a tmien Cost icon here box fop or approvvd equal 45' bell and spigot elbow (4 J------' Fiber pocking between ----- ppe and vo/ve box. -" PVC SDR 35 - Prescott by E✓ }" PVC SDR JS / Prescott. 70154-1 or eq-1. Sipe to drain flow '- 45' 1T f in /ine cleonouts (6" X 4") 45' bell and gigot for ter -ma/ eleanouts (reduce to 4 J -PVC SDR 35 Refer to p/on asi=e Sanitary / Storm Cleanout Detail N. T. S. Provide ON For Permit Review he sorry s hitting, 't c ecto onn armwoter collection system - 90' bend D re used Desc.iprlon SWf Sewer / Storm Details ---co xncrett esolid Drown SW.4 _ _ _ coe block - Yard Drain Detail N.TS SOIL EROSION AND SEDIMENT CONTROL: 1. Erasion and sediment can till measures man be"..ea one held implemented' prior to be9fnnin9 cleaving and staging perofions Me pipe, imp/emenfofion aria momtmance of erpmr/sedm_f _hal shall be the Conhocf_'s repansibihfy Mrs 'epans/bllify shall idube on eve/uohon of probable weather — trans and their impacts and the necessary plan.;.. I_ protecting angang work The O,-Ste C aidinofa,' Than review erosion contra measures P/o..wo and ;n plots the 'On -Ste Cooramolor" no// how oufhority to stab the Contractors work and order work o and sediment contra m untfd the erosion wd sealment conrrds ;n place are deemed eat;sfp!_y the sfonda" fo which in, project wdl be neld;s no no—blol far o warn qualify violation a„set under al reasonably /oresem mstonces. Eros antra mobsvres Indicated ar the Plans o intend_ to address VlaWc n Additional m moy es ben sort' aeoending ano dwons or the lime of emstructian. In Particular o olds and rtoging o shall be renewed far n soy s [antral meosareseaM adabb, to these It.. and defans,Me Vermont Handbook /w Son Erasion and sediment Carbol _ C_shuciion Spes'sholl be used as o 'fir—_ go'de. All erosion carfral measures shoe be mointoined uned the engineer is solafea In., Pnmanmr 9,oun0 cover has been established and that &IMe, measures are It required When erosion control measures ore deemed no large• necessoy ill mornio/s detained. Inc/uang runoff, sits and caishucfron debris and srobiired _fronce material shill be calpred and disposed of m an occp(oble marnn. 2 Materials: the confrocfPr shill hove ready IV immediate use ill mulch hoy, crushed stone, erosion c trol blanket, monnen linings MI, fabric and pp-twhancer n,ces-,y to protect all work t TipkAD of Mud boa Sa, Me hocking of mud and soi pro e„sling roods blIcert to the R;ghf o/ wy access points shell not be mowed // say; o sfobinzed conshucfron entrance shall be instalwd consisting of on B" deaf of sears I' to J" in ze 100' /n length Me _front. shall be mamleinea fo prevent hocking of mud and soi onto emstehg roods. 4 liming of sfobaimr;on: the c_troctw shun seed and mulch Ph else, w, s os tam os possible. M general be dst'n, areas mall be stabilized (fpsaY seed and _"Chad) within 46 hours otter grading commences On this ear"�! this 48 hour limit w, ppty fo all dst✓ibed areas, access roads stockades etcetera. Mlle may be f'__ when if ;s It possible eo complete Mo sfabafzoh_ a/ an orob w/Min 48 hours, due to evicephoh, "icumseoncai. It Sven o sffubfmn antes Me ov-Site Coardnofar she be norl&d. At that boot the ensnng erosion a_erol m es shun be rs,Ya-meo' by the Engineer Adati_d or _Mil measures will be ordered of thbl I.W. if they are vie dad, fo prewmt movement of sediment off site _ to the warns of the state. Me obperlw o/pr ®r stobflfzoff_ is to unit Me or as of the sic m which woioI cst'��;" / n 5 1-1 Oro 9 and Stumping. the limits o/ [/soling than be located ono marked Prior to begmning work All Pns_nd shot be a— of the omits, and a// n gory core slop be Iakm to presevefrees and vegetation to bei efoswo' and to protect the oaTbcen( wetlands Brunt _d limbs anal be col1 ana chipped mto odes —9 the low side of the clearing limits A/l sow logs and fire wood shad be so/wpob so /or os passible, or stocked in locations as drected by l_dwne, Ail stumps within the omits of the planned earthead show be e,eoweed and disposed of M on opprorod suitable /ovation, Stumps and brush outside the Iimifs of french ercowli_ shall be cut flush with the ground surface. See c_st"chan conditions 1w wefle'd Probe. 6 E [ovation and Backf7l: Subso7 and t,, o1 Non the g—ing and wti_ shin be sporoted and pied k,aiw'ouo//y oar reuse so for as possible. See c_sfructi_ c_d;tkns for wef/and o_s. 7 Fnish grodg and Pporat/_ for seed g Finnish gradng has be as requred fo sfabohze the disturbed - In general' sf_es rocks and debris shall be remawa lion iris surface. All breaks in grade shoi/ be we// rounded Me -A, ­ ,hall be thoroughly raked, dogged _ otherwise mech_ically Pffie . IMen necessary the soil shod be loosen_ to a 2" dpth Me degree a/ hmshea grotlmg shod be o sort' to produce a vrface srsr! with Me s roundng o and the Pre-c_shucli_ ondifim��_ At o m, disturbed oreos shall graded with a smart do,,, seedea J mulched where the e,/s(ing pson connot be so— kr rase, supplem_tal topsoil shall be obfares /ram other sources. rpsoil: rpsoil mall be applied to match in, argmol depth I, and other moved gross orbs. rpsoil shoo/ be of o quonty ta support wgarous plant growth It shill be o workable I. — nee at refuse, roofs. 'ton brush, weeds or other material ash__tal to Plant growthrpsoil shod nor carf0/n des' !non JE _genic mart,, humus, by weight. Lkne. Ilme shod be opPl;ed kI ore where rpufied (estimated rote ono/ 2 tons/acre , 10016,A000 sq.fl) as soy to bring the so7 PH to Deform 6 and h filed per meosuiemenfs shun be token twice an socn ployfng hwo. F,bXw. F ti/irw. 10-20-20. shun be aoch o' kn areas when 'puked at 500 lbs./pre V 11 /bs.y'1,000 soft SMv q Sch.aLle: Me seed .Min be opplfed, or the rota' Indd ente as Po..&' otter disturbance. Ra see ing shdbe September ;f o vigorus growth is not och/ewa, ar i g is o p earbar ISM. Seed _;,sure for all areas, both playing seas and all other afslurbed areas. Not.: this seed _;,Lure is o s>ight wrohion of the C_s,wfian Mir' sale by o-, Seed Me required seed m;,fure was [nos_ ea match iris sag tPes ( e F;gure 2) Ma! will be _co -teed on this p opct SEED Wr/ACRE RECOMMENDED VARIVY roll Fescue 50 ins Ky JI hempinn Reef Fescue 54 M P_nle- Wr terarem ; EnsNw Crown Vetch 6 /bss P_ngitt, Chemung Annual Rp JO lbs PeYernml Rea 10 orbs Provo (ran enephyta) white Clow., 20 lb, Kentucky Bluegrass 20 orbs r Iad 200 lbs per pre B Munch: Applicobon of mold hay shad ;mmediofely /allow sesaing p—M,h. and In no case greoe, in_ 24 lours lot,. use of mulch and type of much used shod be pp,.— by /ondownn. Mulch shall be opp/;ed at ehe rota of 2 t_s/ae% , o -1/am, 2" to J" depth. Mulch mar be secured m wine swpf ,ea and an sloes by the twine and peg method, netting, frocking with a oar, disk harrow ,other opprowo' means In wind swpf opt , an apes North American Gre_ 5-75' or equal erosion control blanket, installed in oceandonce with the in ... f ct_,s fnstructiovis may be substituted for the mulch. Mulch hoy show can W at mowed and p pent' cured gross or legume otweig, tea_ably tree tram two p gross wails eve,gs, debn's , her oelererious mote iol It shoo be Hoe bem at or mad. 9 Erosion C hol Blookeh Erosion c_frd bw_ket, North American Green S75" or opprowd equal shill be ;nstalob an ds(urbed rood sods embankments, ds(urbeo step apes, _d beilocent to woterw%a and other critical ,obs Eras;_ c_hd blanket snail be -tailed or a coroonwith the manufacture's written ;nshucti_s Erosion Control Notes 1. Me emit of dietu,bonce shoo be cleo y oefinee by Cmrrocror'r s '_ prior to —wig. Erosion and sedim_( [antral devices shoi be estobl;shed to frab e. sedim_f _sit 1 the site shall Men be clear_ ono grubbed Al refs, stumps -1 dal,nious materials shall be rem owed / the site ]vie C_tmctar sholy _mumze the amount of disturbed land at any given time. the Contractor thal/ estobhsh snow frhes or thorn -linked /mee Profechon Lamar - at the dip edge of as s,ishng tiros to remon within 10 ft. of cars/ructim disturbance. J Al/ elation ntrds oral/ as msta//eo as defoded m the P.Licol. rIe Lam /fish S46, if-dbaah for h o um Hwuenerbn ared Sedfinenf Cbrnfro/ and in accordance with these Pr Fc! plans. 4. All notion con fro/ shall be ploceo as shown _ Me drawings ar as nde,ed by the Engineer the Contractor shot/ maintain then antmeasures until muntil the E gineer fs sohsfi'ee flat p—an-t ground cover s estab6sheC and that further measures are not required It shoi be the responsibdity of the Confrocfor to employ opprprioly er _era os shown _ these drawings and ony all- measures as npessa y to tip .red;menlsan sYe. 5 Al excess mabr/a and farad to be ro-used on -site trio/l be sfockpied in areas pproved by the Eng;nevi. these sockpies shill be surrounded by sot force and all be seed old femparo'iy stabilized to — ;mire wine and searmwafn G aIian PofmtioG Cont"ctn shall milian4r, d'sfurbmce of all times. All areas shall be seeded and mulched within 49 lours of find grading. r poroy sfobilizofion, in-9 stockpiles, shd/ ben sort' far all osfurbeo areas .It are nor eaked /or 7 doors or inn 5eedmg avid mulching shoi be necessary to, disturbed oreos Mat ore not worked for 14 dots eo 6. As areas of ds—lice shall be Pemronently or fempororiy sfaoilfzed as sop as possible ono gennolly wohm 4B &ours of the begin mg of e,cororion A// eisru,beo arcos shoo be seeded and stabilized to mm_hre wind and sfom,­es, , on poeentiow. Stabinzonon measures shoi c/ode mulch and netting, North American Given erosian [amid molting, crushed stone or g'mev. or Pavement 7 Accpfable methods of stabil ratio, shoo ;,duo,,, mu/ch/ng (with n thng) (15-2 tons per cm), erosion control matting (See plans for mofnng Vealli"Mm), crusheo'tane, -had' g"wi.fl paving surfaces (canonhte, 04 lt. etc.), weighted lmpmnebble boors," and other mot"a's os pprowd by the Eng/ "' B Any drokhoge swal- with a stab, great, than 5S ~ use stone l;nmg for sfabd4roh_. g wish Engine, de(erm/ps erosion [antra/ measures are deemed via larger 'Ncessy o/l moferm/s detained, Including slits and c_sfrvehan runoff osbns, shop be cdlecred and deaosed of in a _Donn —astable to the Engineer. 10 Me Contrpfor shill use wafer tar dust control 11. Me Cont— sha// swap and wafer as eY&tk;g roadways and new pavement DAILY to d(oin dust control Liushed stone frock washes and slabgited c_shuction entrances wgl be required of d/ site o es points to Prevent sediment wIm backing off -site. C shed 'lone will need M oe oddetl -erP, sp/aced os sediment builds up -1 minimizes or ""ices Me effechw_ess of Me stone. 12 All cws(ruchm site access roods shot be constructed ki accordance with the Sfobil/Leo C_shucrf_ En Nonce detail 1J All dsf✓rbed arms shad be stabilzed avid seeded before aclebe, /5 14 Additm m/ erosion controls may be d_Ied heressary fo prevent sediment Non leaving the site and shall be ; Iailed as directed Dy the owner ar the Engineer. 15 Me C_froee, shall be reea_riDwe /or rpofri , ill disturbed oreos bock to anginal c_difian, rncludfng but not h'nileo to curbing, siaewalk, lanascp/ g, site lighting, electrical, and ere. III Spacing varlet dep_dng III channel slope aA cutoff -.._.. '.. Some Elevation --__Crest trench - - - - - ----------- 18" wide 24" Mc,. 6" deep Toe center PROFILE Not To Sco/e —A �B t 5' Min Fi/ter Fabric Cut'/f trench 2 2 s�B design 1 ?4" Mo,. bottom center SECRON A -A Not to Scale FIt_ Fabric _ Bon SECnoN B-B Not To Scale CONS7RUCT/ON SPEC/F/CATIONS I Stone will be placed In o filter fabric Ab"dotian to the lines, grades and locations shown ! the plan. 2 Set spacing of check dams to o e that the elevations of the c,est of the downstream dam is of thesameelevation of the foe of the upstream dam, J E,fend the stone a of 1.5 feet beyond the ditch banks to prevent col thng around the door. 4. Protect the channel downstream of the lowest check dom from scout and erosion with stone or liner os pprpriote. 5 Ensure that channel appurtenances such Is culvert entrances below check dams are not subyect to damage ar b/pkage from displaced sfanes. Stone Check Dom N rs Erosion Control- and Construction Sequence I. The purposes of erosion confrol shall be discussed with and approved by the Engineer and the City of South Bu /noton prior to ony Nearing, grubbing, supping or construction of any kind 2 A// erosion control shall be placed os shown on the drawings o' 's ordered by the Engineer Al/ erosion control measures shalt be, of a minimum, inspected weekly and mointoined to fulf/i/ the intent discussed above. fie Contractor shall mointoo the erosion control measures until the Enginee, is satisfied that permanent ground cover has been established and that further measures ore not required J When erasmeasures are control a deemed via longer necessary, all motenals detained including silts and construction debris shall be collected and disposed of in o monnor 'ccept'ble to the Engineer and the City of South Burlington. 4. If highly erodble soils are encountered the Contractor moy be required to provide lute matting, go6io7 or rivet rrrotfresses, rip rap or other measures as necessary to prevent erosion. fie Contractor shall stockpile hoy boles to protect, at o minimum, off work m progress. All exposed embankments shall betopsoiled, seeded and mulched as soon os possible after construction. .S The Contractor shall use water and/ r calcium chloride for dust confrol. the Contractor shall also sweep Kimball Avenue and new povement as required to mointoln dust control. Wood stokes driven an outside of fence Orange polyester mesh webbing by World Cup Supply or approved equal (2" wide Foster rent. Wood Stake o stoke _ ..Orange Polyester mesh webbing by World Cup Supply or approved equal. (2" wide min.) II I II II II I\I Section A —A I I A . be Inrtd/ed at he 'mil, 'mil,ai the construction orso. See Pons. Typical Construction_ Limit Fencing N Ts j- Mirob 100, Jitter fabric Staple fabric to snow fence -Form 12 deeptrench Stoke /oy fobrlc i bottom ve✓ with cograve/ e II Bo//osf vl Section A —A -Wood stokes driven _down slope side of lance 1Mkob 700, filter fab;c attached to stokes on upslope side. n n n .1 OR II'/OP' II II II II slabs II II II II II II II A Typicol Temporary Si/t Fence Erosion Control Barrier N TS Silt Fence spacing chart 5/pe Sdr fence spat;rig 5R to 'Ox 50 It or less lar to 20.T 25 It. or less > . 15 ft. o, less Chart of Erosion Control Measures Inspection Measure Requires Action Comments/ ("Ili out where applicable) Yesyf/Vo Requi,ed Action A. Parallel Io s/pe ( c_fou ) B toed info son C Nc hoe 1b,eocles D Sed/menf build up in force.._ 2 Limits of Disturbance A. Info[! B F ce weaonds/slrewn bolter J Slabnired Cwstr..tion Enhonce A. Less fh_ 25%biletl with sed B Min;mum B" death If'lane 4. Store Cl-k Dols A. SooWe Canhgurotion B F try across dftcn/swae C Sediment buildup -won 5. Sod Sepkpies A. Silt lints/french dawnslabs B Prpn Much cove C sealed ('/ nor ro be 'red for JO Boys) 6 Erosion Call,& Motfmg A. lnstoied an slpe J. I , more B ", iil silo and in n ,. C Shin led' ll h m mots D SI pled light l �ountl ). Sfobilizolian - -� - A. F;pl grove areas stab&/ sd (Seed, mulch, P ors. etc) B Vegefoti_ _tab/shed C Sfabdlzed since l f visa hoo 1 -- B Seamen t 96 B m A. 5/pet sfobniz` B Store P' blid t removed C'. Store outfdla intact 9 /viler Protection A. hisfalled an ol/ inlets B Clean of setllm_t C Warkmg Pp_y 10 Neu—sen,ngc P A u n of seaen m! B D­ of /eo ea vng site All Erosion and Sediment I of least week/y and otter 'antra/ Measures sho/l be inspected 'oinfoll events greater thou /Y" Public right-of-way 4" 50' min , Existing ground - Profile - - --- Provide appropriate transition between Stabilized Construction Entrance and Public Right of Way -- 50' Pub/ic Existing 20' 1 1/2" to 2" Right of I ground '.�; crushed stone Woy P/on Stabilized Construction Entrance AfTS. Date revised For Permit Review The Low Risk Site Handbook in, Erosion prevention and Sediment Control 6. Slow Down Channelized Runoff Prue nocars—. Row uni w4us N­­t­2i­ 00 ukeu 11— 112 " 9 Irl, sadin 7i1I _nZ Br stun., =Z=­:­ :suac—lor- Ztithe lop (man M n.1-,-1 Thor Inc kiexukub_� 0 9. winterstablIL'tio, Purpose Meragvig saes lDm crows I11­1n:d ,LIA i­ "nkgi. V...v ­ ws, ere lei OUrrng Lib lab loll. win(p, aul —tr .,� "s mr.W nw on as duu Jos. rhea .1r. 1akla.Vaw dbe1. Wo., x1d 111 scrams for Wauir Shianawon 3. u. V 1,m. xd­iorvo,Nb­ Sect uall Additional Resources iJdv -7,7- to wamab YlNwewwe gran. ].eBgyuwabN••aB.O.n Ma u­ v or I- i " a —F 3F__ Tadbl. of Crurtsint. 2 P.— I Seculan 2 Trw nerairemeriN I Mark $ilc 0­­ 3 2 1 -inun- e,k ­ —, surd. 1hlr le—t. ,f E w pr G. t o Monrngur -, ur, I- 11 b ­.d I Wl­knaD d..b'W,h2 ­_ ..­' " Nab 'bed —d. Mnmaeaemmw = N1- w­ r,GnmrvNlrn Ober. u­0. .— Mmwe Aar suction I Introduction A. Install Slit Frustur Prup- 11". arresn' liesperemarns - w.. C.--- .B earth is.g., Is "e", xx " r-A." 0 W­ pus tog 4 nth & �naalMd alone me aaam�r. in aW —biz n— rev. 1mar Srunka 2 The Requi,conards 1. Mark Site Boundaries mktM kit rsw pans 7. Construct permanent Controls zz 14- ro con" 10, Stabilize S.11 at Final Grade M.T_ —JAY: eonv ­b. . ..... 2 Limit Disturbance Area 5 Divert Upland Runoff S. Stabilize Exposed Solt neginiscron. A I 1- mM.ayarmkaner A .V 33 12. pOapr roN hum nsgwarmamnk .-r-ni. .., V 0 How mcomisib, 3. Stablilm Construction Entrannes Noss 22. Inspect Your Site For Permit Review 518i. ---LEGEND --„_ l,curlW9 mlavnETle °1Gp'-!Ti LJE ��- ►,sTv PE¢ Ta¢. m¢cVey,TY life -- _. - ---- oT__ ma _Tl L...,. -------------- a+uT,.14 ao4a or sa.,a—T PePaosu a.sa a. ara..,auT -_ uo—_— a.,aT,u4 couTama (ua4a a Tu..) .so voo.o•en cmuTm..a ___—_ vao..,een eulo;J9 x7aaca L,.,a _. ___— �T _-•— amavem aTPe.n aa.. /ue_,. a.«.�/Dvov ,uLaT aT _-__ _-0— aw�.T++c, awrT..'/.w.s/�•u.r+ei'M�Tu G O • ,anu .,u Tm M aaT a a ulwcs'f a x,naascT.mu aw, T,u4 �T�v.TI' rota ex,sTiJ9 a�lvrl¢ECJ �¢ . ��_ n xae .¢.+roeeD eroT ge_Pa e..La�y .,uneaa / oil Me ""fi1liL''1 t.Qiilcns;Jan M' On {fiQ ,, i' , �' tl�ih3r-yJ0'r• io`3��e.'�D�9- �"`�`�1 ® .P.a e.Py •OsceeT tr)tc.u-m,+r � „/o.� ,,,uc. � .P, >`� • � REVISIONS . • 5 eV}m � DATE lfTY G ERK'S OFFICI S6 hrlirgtar:, VL ,T}iY/. ; $6 ecev ed fr-r raurd W. and recorded is Vol _ — an page Aitest-Y���rs J/o'ewaw.i LOCUS— SCALE Imo• 2000' NOTES ­T" , L a 1uc e.em I � .;TLt Ta,ca- Li_awaLLv.JY ;..ico¢vea..Ten. 2. u T _JD acu eaa.aomw.l S ._tGaL 6 - , w,T (cxwT;J.li >oru I �� p ♦ w_c a! _uP ewaa l�.Jab T. Di mJ ewl-I R.6 Lucw TloJb. a ea s.•. �¢ ry -IT ..,ry ,oJ emeD oJ: uea.�ELL J_ e �.nci�Ty •, u.nL eue,uu .., r� _ , sx, d,.LY �9Te. cl _nJ,weavneTDwJ c eai 99 , vae...o.IT T' ccL w e br,.1E C uvej¢ ¢o D ® 6. R ncT moaw�N1Y c�m.�v,ED ..�J,.m„eeb� nnTaz vale. To pEvaue..eUT cov_rdaoj;orJ . ® T. Tu v 7 > a7ES nLL oTua¢ minT� Sxm SCALE /• • 30' ® WELLESLEY GROVE CONDOMINIUMS — JAUTN aurrLlNOTON _ _ vrRn�w�r. REVISED FINAL FLAT LEWELLYN f MAR 19.3 U�2iF/H ,. •g i INCORPORATED- f'��Onllti cwa,wsmwa r. aww, ESSEX JUNCTION"' UNCTION VERMONT � lYe/%s/y Grpve ' 1 ` New I ,�1 r� stop � I � ♦ sign '^1�� 10' sae pr f setback 1\ !2J \ \ \ \ New 2a' '3M1vr wide A,— _ O rl New l I I I 1 I I I fVE+4 New c curb II a f/Of�9 .4 ( J24 I to sere: / New clenrkrg AMft �1 ' O I G I Preserve ab Nrsea ^ St circle greeter lsannyai � r in I c I , I I z F�1 , I � I I � I I� nydonr I I I I I I I I .--- Crown to be pruned L on dscop ing Schedule _ - as directed by architect - do not 7 ee to be - - cut leader De;crpfion Size _ 0—tits Sjnb,o/ set plumb ry �, Ali to Sp uce 6'-7' tot/ 6 Dogwood Arctc tire' J !O 3`±. Reinforced rubber nose tr. t--G✓Nn9 malaria/ gal 6a^ ,. a e 3 (6ti ng wx Per tr J Dogwood ivory Holo ' 3 gal 1 Spireo Flaming Mound' J go/. 1J k rr. rempora ords � sod u ce / ` i - Trunk transition Owf. Maidenhair Gross 7 i. Planting mixture - �\ Shredded bork mulch, • ,. ..".'.. y J" miz depth Fiebir d" C obopple ?" col 2 r Finish - grade ' Cut and remore any wire, roll budop bock M gno/io A/eronrrino 4-5' toll 1 ��^ from top 113 of •. - ootba/l before Cedar Emeroid Green' 6'-7' 2 r.�;, 6" compacted untie rope from trunk rotrunk p/Doting mixture C ll e 5fello D oro J go/. 60 (V Ex/sting subgrade ---Tree support anchor Landscape Plan provided by Forest White of Plant & StoneI Landscaping, 6582 Williston Rood, Williston Vermont. Note, Remove od non -biodegradable Drafting by Krebs & Lansing. eteriol from plant pit Tree P/onting in LondscGpe DetG17 N. rs We//es/y Gro ve New i ! w Mesnve frees 7 , 6' d,, r ater outs gre, de of ---�� / the c/earng Imifs. Notes: 1. The locotion and materials of existing utilities is not warranted to be exact or complete, The Contractor shall field locate off utilities and be solely responsible for all existing utilities and their uninterrupted services The Contractor shall contact Dig Safe before commencing any work. 2 7his plan is in no way a boundary survey Boundary information shown refers to Parcel A" as, depicted on o plan entitled, 9ourdeou/Rye Properties, Hinesburg Rood, South Burlington, Vermont, rew'sed lino/ plot" doted March, J985, and prepared by Fi'tzPotrick-Llewellyn, Inc. J All woter related work to be performed in accordance with the Specifications and Details for the Into/lotion of Water lines and oppurtenonces for all Woter Systems Owned by the Chomploin Woter District, the City of South Burlington, and the Village of Jericho. " For Permit Review Oofe re cased L egen of gyp,, Power pole 112 Survey Cantro/ Point Existing hydrant Approx. Property Line Existing easement line - - - - - - - - - - - Setback line/buildng envelope /—y `ram v' x--y—v—\ Exlstmg tree tine Exsting Contour --- Existing Stockade Fence Existing Overhead Power 335 _ - Finish Contour New building New pertinent 0' 20' 40' 80' Bar Sca/e Checked