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Home My WebLink AboutBATCH - Supplemental - 0082 Ethan Allen DriveI 'all southbu .. PLANNING & ZONING February 15, 2017 Glenn Cummings Cummings Electric 80 Ethan Allen Drive So. Burlington, VT 05403 Re: New Tenant — 82 Ethan Allen Drive — Green Mountain Windows & Siding Dear Mr. Cummings: This is in response to your email of February 15, 2017 requesting approval for a new tenant at your 82 Ethan Allen Drive property under your umbrella approval. The new tenant is Green Mountain Windows & Siding who will occupy unit #E (2,100 sq. ft.) and utilize the space for "wholesale" use. A review of the maximum number of parking spaces available and the maximum number of vehicle trip ends allowed indicates that the change in use will not exceed the limits allowed. Since there will be changes in use, please submit a zoning permit application to me for this change. Should you have any questions, please feel free to contact me. Si?avymon(d cer , J. Be Administrative 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com ray From: Glenn Cummings <glenn@cummingselectric.com> Sent: Wednesday, February 15, 2017 11:59 AM To: ray Subject: RE: 82 Ethan Allen It's Green mountain windows and siding is the legal name. Owner/President From: ray [mailto:ray@sburl.com] Sent: Wednesday, February 15, 2017 11:57 AM To: Glenn Cummings <glenn@cummingselectric.com> Subject: RE: 82 Ethan Allen What is the name of the business? Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City 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 yore for your cooperation. From: Glenn Cummings[mailto:lenn@cummingselectric.com] Sent: Wednesday, February 15, 2017 11:55 AM To: ray <ray@sburl.com> Subject: RE: 82 Ethan Allen Ray 1 The owners names are Zach and Debra Schortmann, they will be occupying 2,100 square feet of warehouse located in unit E, to operate a wholesale window company. They will be building a small office and show room in the space. There is only two employees that will be working there. They receive windows and distribute them to other distributers. �7 LeV A/V C Owner/President 4�6 ,*C 80 Ethan Allen Drive So. Burlington, VT 05403 W: 802-658-1292 C: 802-343-6149 From: ray [mailto:ray@sburl.comj Sent: Wednesday, February 15, 2017 11:35 AM To: Glenn Cummings <glenn cummingselectric.com> Subject: RE: 82 Ethan Allen Great. Just send me an email with all their information so I can get back to you with a letter. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburi.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email Thank you for your cooperation. From: Glenn Cummings[mailto:glenn@cummingselectric.comj Sent: Wednesday, February 15, 2017 11:30 AM To: ray <ray@sburl.com> Subject: 82 Ethan Allen Hi Ray I confirmed with the owner of Window World, they are wholesale only to distributers (not Retail). There is two employees, the husband and wife team, so there would be only 2 trip ends for them. Window world is wholesale window company that sells windows to distributers. Let me know what else you need from me. Thanks in advance C�len,wC� No Text I soudi PLANNING & ZONING June 16, 2016 Re: #SP-16-34 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sincerely! R �mond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com southburfington PLANNING & ZONING 6 Permit Number SP- C �q - (office use only) APPLICATION FOR SITE PLAN REVIEW ❑Administrative ❑Development Review Board 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 Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Glenn Cummings; 80 Ethan Allen Drive, South Burlington, VT 05403 Ph: 802-343-6149 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 216, Pg. 173 3. APPLICANT (Name, mailing address, phone and fax #): Glenn Cummings; 80 Ethan Allen Drive, South Burlington, VT 05403 Ph: 802-343-6149 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Glenn Cummings; 80 Ethan Allen Drive, South Burlington, VT 05403 Ph: 802-343-6149 4a. CONTACT EMAIL ADDRESS:: glenn@cummingselectric.com 5. PROJECT STREET ADDRESS: 82 Ethan Allen Drive, South Burlington, VT 05403 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0640-00082 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Site plan for 82 Ethan Allen Drive of South Burlington, Vermont. The proposed project contains 10,500 SQ. FT. building with associated parking, utilities and stormwater control. fr4 1.0cob S,i r-1 - o* &-,I,G,v�Prn b. Existing Uses on Property (including description and size of each separate use): Vacant Lot with driveway. Proposed Uses on property (include description and size of each new use and existing uses to remain): See attached table of uses (10,500 SQ. FT.) with associated parking, utilities, and stormwater control. 'nr /, ooz7 <4 'r1 e>p d. Total building square footage on property (proposed buildings and existing buildings to remain): Proposed 10,500 SQ. FT. building. No previous existing buildings on e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basernent and mezzanine): 2 floors (ground & mezzanine), building height: 20FT. Pitched roof. No previous existing buildings on property. f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): 10 total employees. 2 per unit. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): N/A Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: 41370 Sq. Ft. a. Building: Existing N/A % / N/A sq. ft. Proposed 25.3 % / 10,500 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 16.9 % / 7007.2 sq. ft. Proposed 57.7 % / 23870.5 sq. ft. c. Front yard (along each street) Existing 18.97 % / 732.7 sq. ft. Proposed 20.5 % / 791.3 sq. ft. d. Total area to be disturbed during construction (sq. ft.) 37362 sq. ft. * Projects disturbing more than one-half 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 acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 350,000 b. Landscaping: $17,505 c. Other site improvements (please list with cost): $107,495 parking, utilities, stormwater 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 5 (General Light Industrial -Code 110) 10 employees x 0.42 (average rate) = 4.2 = 5 11. PEAK HOURS OF OPERATION: 8am to 5pm 12. PEAK DAYS OF OPERATION: Monday - Frida 13. ESTIMATED PROJECT COMPLETION DATE: Fall 2015 P/P �e? 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)' regular size copies, one reduced copy (1 1" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. ' Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 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. „SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line PRINT N DATE OF SUBMISSION: REVIEW AUTHORITY: Development Review Board Administrative Officer 1 have reviewed this site plan application and find it to be: Complete Inco l Ga10A A ministrative Officer nnte 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. Site Plan Application Form. Rev. 12-2011 .VERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED io V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 221, Water Supply Rules, Effective December 1, 2010 Landowner(s): Glenn Cummings 8o Ethan Allen Drive South Burlington VT 05446 Permit Number: WW-4-4429-1 PIN: EJ85-0002.24 This permit affects property identified as Town Tax Parcel ID # South Burlington: o640-00082-C referenced in a deed recorded in Book 216 Page(s)1'73 of the Land Records in South Burlington, Vermont. This project, consisting of the addition of a brewery producing 3o barrels/day (6,24o BBL/year) with 2 employees and a twenty five seat restaurant (2 meals/day) to existing building with another commercial use with 8 employees, served by municipal water supply services and municipal wastewater disposal services located on 82 Ethan Allen Drive 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 Martin E. Courcelle, PE, with the stamped plans listed as follows: Sheet Number Title Plan Date Plan Revision Date C-2 Site Layout Plan 1/23/2015 9/18/2015 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, and 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 All conditions set forth in Permit Number WW-4-4429 shall remain in effect except as amended or modified herein. This project is approved for addition of a brewery and 25 seat restaurant in the building on Lot 9. 1.5 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. 1.6 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. 1.7 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property subject to this permit, at reasonable times, for the purpose of ascertaining compliance with Vermont Rvninnnl nffiroc — Unntno.liPrlP.ssP.x.lct./Rutland/Snrinafield/St. Johnsburu Wastewater System and Potable Water Supply Permit WW-4-4429-1 Page 2 of 2 environmental/health statutes, regulations, and permit conditions, including performing an inspection of the wastewater disposal and water supply systems serving the/each structure. 1.8 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 This project is approved for the existing connection to the water supply system owned by the City of South Burlington as depicted on the plan(s) stamped by the Drinking Water and Groundwater Protection Division. The project is approved for a maximum of 1671 gallons of water per day. 2.2 The landowner shall install and maintain backflow prevention devices that conform to Vermont Department of Public Safety standards and NFPA 13 for the connection of any sprinkler fire suppression system to a public drinking water system. 2.3 This project is approved with an existing building's water service piping. The Drinking Water and Groundwater Protection Division assumes no liability for the adequacy of this water service. Should the water supply 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 a permit amendment application to this office, and receive approval thereof, prior to correcting the failure. 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. 3.WASTEWATER DISPOSAL 3.1 This project is approved for the existing 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 1157 gallons of wastewater per day. 3.2 This project is approved with an existing building sewer. The Drinking Water and Groundwater Protection Division assumes no liability for the adequacy of this sewer piping. Should the wastewater system 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 a permit amendment application to this office, and receive approval thereof, prior to correcting the failure. 3.3 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. Alyssa B. Schuren, Commissioner Department of Environmental Conservation By Dated May 27, 2o16 Jes nne Wan,Regiona Engineer Essex Regional Office Drinking Water and Groundwater Protection Division cc South Burlington Planning Commission Martin E. Courcelle Act 25o District Environmental Commission4Co643-28 Department of Public Safety, Division of Fire Safety Department of Health — Food & Lodging Licenses o VERMONT State of Vermont Agency of Natural Resources Department of Environmental Conservation [phone] 802-879-5656 Drinldng Water and Groundwater Protection Division [fax] 802-879-3871 Essex Regional Office in West Street Essex Junction, VT 05452-4695 www.septic.vt.gov April 8, 2oi6 Glenn Cummings• 8o Ethan Allen Drive South Burlington VT 05446 RE: WW-4-4429-1, addition of a brewery with a twenty five seat restaurant to existing building, municipal water and sewer services, located at 82 Ethan Allen Drive in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on April 7, 2016, including a fee of $270.00 paid by check #1104. 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 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 Martin E. Courcelle/Champain Consulting Engineers 0 Regional Offices — Montpelier/Essex Jct./Rutland/Springfield/St. Johnsbury November 16, 2015 Glenn Cummings Cummings Electric 80 Ethan Allen Drive So. Burlington, VT 05403 Re: New Tenants — 82 Ethan Allen Drive Dear Mr. Cummings: This is in response to your email of October 8, 2015 requesting approval for three (3) new tenants at your 82 Ethan Allen Drive property under your umbrella approval. The new tenants are: 1. "Farnham Ale & Lager" which will occupy units #A & B. This use is a "light manufacturing facility" use which is a change in use since it is a new use. 2. "FR Conversion" which will occupy unit #C. This is a "storage" use in that the tenant will utilize the space to store two (2) vans and this is a change in use since it is a new use. 3. "Palmari Roofing" which will occupy unit #D. This is "contractor or building trade facility" use which is a change in use since it is a new use. A review of the maximum number of parking spaces available and the maximum number of vehicle trip ends allowed indicates that the change in uses will not exceed the limits allowed. Since there will be changes in use, please submit a zoning permit application to me for these changes. Should you have any questions, please feel free to contact me. Sincere) Raymond I Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com ray From: Glenn Cummings <glenn@cummingselectric.com> Sent: Thursday, October 08, 2015 7:49 AM To: ray Subject: 82 ethan allen drive. Hi Ray I have a few tenants that will be moving in when I'm done the building. 82 A-B will be a brewery Farnham Ale and lager 82 C will be a transport company, it will be storage for their vans. 82 D will be a roofing contractor. Let me know what else you will need from me? The brewery will be getting a building permit for there space. The roofer will get one but the other guy may not be doing anything, but if he does i'mm make sure we get a permit. Thank you Glenn Cummings ZVNNN0-NV-� R� 80 Ethan Allen Drive South Burlington, VT 05403 (802) 658-1292 Office (802) 658-1265 Fax (802) 343-6149 Cell Web: www.cummingselectric.com "LIKE" us on Facebook! 1 ray From: Glenn Cummings <glenn@cummingselectric.com> Sent: Friday, October 09, 2015 3:32 PM To: ray Subject: Re: 82 ethan allen drive. Hi Ray 82 A-B will be a brewery called Farnham Ale and lager 4,200 square feet 82 C will be a transport company, it will be storage for their vans. FR Conversion 2,100 square feet 82 D will be a roofing contractor. Palmari Roofing 2,100 square feet Glenn Cummings 80 Ethan Allen Drive South Burlington, VT 05403 (802) 658-1292 Office (802) 658-1265 Fax (802) 343-6149 Cell Web: www.cummingselectric.com "LIKE" us on Facebook! On Oct 9, 2015, at 1:40 PM, ray <raygsburl.com> wrote: Glenn, I will need the actual name of the business and square footage for each space. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburi.com www.sbpathtosustainability.com 1 Notice - Under Vermont's Public Records Act, all a -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: Glenn Cummings [mailto:Tenn@cummingselectric.com] Sent: Thursday, October 08, 2015 7:49 AM To: ray <ray@sburl.com> Subject: 82 ethan allen drive. Hi Ray I have a few tenants that will be moving in when I'm done the building. 82 A-B will be a brewery Farnham Ale and lager 82 C will be a transport company, it will be storage for their vans. 82 D will be a roofing contractor. Let me know what else you will need from me? The brewery will be getting a building permit for there space. The roofer will get one but the other guy may not be doing anything, but if he does i'mm make sure we get a permit. Thank you Glenn Cummings <image001.png> 80 Ethan Allen Drive South Burlington, VT 05403 (802) 658-1292 Office (802) 658-1265 Fax (802) 343-6149 Cell Web: www.cummingselectric.com "LIKE" us on Facebook! ray From: Glenn Cummings <glenn@cummingselectric.com> Sent: Thursday, October 22, 2015 9:28 AM To: ray Subject: Re: 82 Ethan Allen Drive Farnham will have two employees Palmari roofing will have one, it is mostly a warehouse for them And FR conversion will have one, they are mostly mobile all day. Glenn Cummings zCoMMMIN EYTMe 11 80 Ethan Allen Drive South Burlington, VT 05403 (802) 658-1292 Office (802) 658-1265 Fax (802) 343-6149 Cell Web: www.cummingselectric.com "LIKE" us on Facebook! On Oct 22, 2015, at 9:21 AM, ray <ray a,sburl.com> wrote: Glenn, I'm working on the review of your new tenants. How many employees will each of these uses have? 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 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. ray From: Glenn Cummings <glenn@cummingselectric.com> Sent: Friday, October 23, 2015 1:43 PM To: ray Subject: Re: 82 Ethan Allen Drive They will be used everyday, they will only store them in there at night. Glenn Cummings 80 Ethan Allen Drive South Burlington, VT 05403 (802) 658-1292 Office (802) 658-1265 Fax (802) 343-6149 Cell Web: www.cummingselectric.com "LIKE" us on Facebook! On Oct 23, 2015, at 1:11 PM, ray <rayna,sburl.com> wrote: Glenn, Can you tell me more on how FR Conversion will be using their space. Is this long term storage of the vans or will the vans be used every day and only stored when they are not used? I'm trying to fit them in one of the uses that are under your umbrella of approved uses. 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 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: Glenn Cummings[mailto:glenn@cummingselectric.com) Sent: Thursday, October 22, 2015 9:28 AM To: ray <rav@sburl.com> Subject: Re: 82 Ethan Allen Drive Farnham will have two employees Palmari roofing will have one, it is mostly a warehouse for them And FR conversion will have one, they are mostly mobile all day. Glenn Cummings <image001.png> 80 Ethan Allen Drive South Burlington, VT 05403 (802) 658-1292 Office (802) 658-1265 Fax (802) 343-6149 Cell Web: www.cummingselectric.com "LIKE" us on Facebook! On Oct 22, 2015, at 9:21 AM, ray <rayAsburl.com> wrote: Glenn, I'm working on the review of your new tenants. How many employees will each of these uses have? Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. #SP-15-05 b. The site plan shall be revised to show snow storage areas. 4. The applicant shall comply with the recommendations of the City Arborist. 5. The applicant shall install curbing and/or other features to protect the landscaping around the small parking island at the northwest corner of the building. 6. The applicant's plan shall delineate the location of snow storage areas and these areas shall be sited so as to minimize the potential for erosion and contaminated runoff into any adjacent or nearby surface waters. 7. Prior to permit issuance, the applicant shall comply with the recommendations of the Department of Public Works and provide evidence that the recommendations contained in Tom DiPietro's email of 2/26/15 have been met. 8. The uses of the subject property shall be limited to the following: a) Auto & motorcycle service & repair b) Contractor or building trade facility c) Distribution and related storage, with >15% of GFA in office or d) other principal permitted use by some tenant e) Equipment service, repair & rental f) Indoor Vehicle Storage, max 10,000 SF (acc) g) Light Manufacturing h) Manufacturing & assembly from previously prepared materials & components i) Office, general j) Wholesale establishments k) Warehousing, processing, storage & distribution If the Land Development Regulations change so that any of the above uses are no longer permitted, then those uses which are no longer permitted shall be no longer be approved. 9. This approval is conditioned on eighteen (18) parking spaces and a total of 12.0 pm peak hour vehicle trip ends for the subject property. Any changes in use shall not exceed 12.0 pm peak hour vehicle trip ends without obtaining site plan approval to amend this maximum. 10. The applicant shall obtain approval from the Administrative Officer prior to any change of any tenant in the building. The Administrative Officer shall approve the proposed new tenant only if the proposed combination of uses fits within the limitations established in stipulation #9 above. In making his determination, the Administrative Officer shall utilize the parking standards contained in Tables 13-1-13.6 of the Land Development Regulations. 11. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that this project will generate 12 additional vehicle trip ends during the p.m. peak hour. M September 25, 2015 Re: #SP-15-59 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. ;yymond erely 1. Belalr Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Permit Number SP- - (office us only) APPLICATION FOR SITE PLAN REVIEW Administrative ❑Development Review Board 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 Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Glenn Cummings; 80 Ethan Allen Drive, South Burlington, VT 05403 Ph: 802-343-6149 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 216, Pg. 173 3. APPLICANT (Name, mailing address, phone and fax #): Glenn Cummings; 80 Ethan Allen Drive, South Burlington, VT 05403 Ph: 802-343-6149 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): _ Glenn Cummings; 80 Ethan Allen Drive, South Burlington, VT 05403 Ph: 802-343-6149 4a. CONTACT EMAIL ADDRESS:: glenn@cummingselectric.com 5. PROJECT STREET ADDRESS: 82 Ethan Allen Drive, South Burlington, VT 05403 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0640-00082 575 Dorset Street South Burlington, VT 05403 tel 802,846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Site plan for 82 Ethan Allen Drive of South Burlington, Vermont. The proposed project contains 10,500 SQ. FT. building with associated parking, utilities and stormwater control. b. Existing Uses on Property (including description and size of each separate use): Vacant Lot with driveway. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): See attached table of uses (10,500 SQ. FT.) with associated parking, utilities, and stormwater control. d. Total building square footage on property (proposed buildings and existing buildings to remain): Proposed 10,500 SQ. FT. building. No previous existing buildings on property. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 2 floors (ground & mezzanine), building height: 20FT. Pitched roof. No previous existing buildings on property. f. Number of residential units (if applicable, new units and existing units to rernain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): 10 total employees. 2 per unit. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): N/A Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: 41370 a. Building: Existing N/A % / Proposed 25.3 % / Sq. Ft. N/A sq. ft. 10,500 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 16.9 % / 7007.2 sq. ft. Proposed 57.7 % / 23870.5 sq. ft. c. Front yard (along each street) Existing 18.97 % / 732.7 sq. ft. Proposed 20.5 % / 791.3 sq. ft. d. Total area to be disturbed during construction (sq. ft.) 37362 sq. ft. * Projects disturbing more than one-half 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 acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 350,000 b. Landscaping: $17,505 c. Other site improvements (please list with cost): $107,495 parking, utilities, stormwater 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 5 (General Light Industrial -Code 110) 10 employees x 0.42 (average rate) = 4.2 = 5 11. PEAK HOURS OF OPERATION: 8am to 5p 12. PEAK DAYS OF OPERATION: Monday - Frida 13. ESTIMATED PROJECT COMPLETION DATE: Fall 2015 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)' regular size copies, one reduced copy (1 1" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at t e time of submitting the site plan application in accordance with the city's fee schedule. Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 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. / A SIGNATURE OF APPLICANT §-1tKXt10RE OF PROPERTY OWNER Do not write below this line PRINT N DATE OF SUBMISSION: REVIEW AUTHORITY: Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: omplete FlI om lete Ad inistrative 6fficer Oate 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. Site Plan Application Form. Rev. 12-2011 NON-RESIDENTIAL USES TABLE PERSONAL INSTRUC110N FACILITY AGRICULTURE & CONSTRUCTION EQUIPMENT SALES, SERVICE & RENTAL AUTO & MOTORCYCLE SALES AUTO & MOTORCYCLE SERVICE & REPAIR COMMERCIAL GREENHOUSE CONTRACTOR OR BUILDING TRADE FACILITY • DISTRIBUTION & RELATED STORAGE, WITH >15% OF GFA IN OFFICE OR OTHER PRINCIPAL PERMITTED USE BY SAME TENANT • EQUIPMENT SERVICE, REPAIR & RENTAL • INDOOR VEHICLE STORAGE, MAXIMUM 10,000 SF (ACC) LIGHT MANUFACTURING LUMBER AND CONTRACTOR'S YARD MANUFACTURING & ASSEMBLY FROM PREVIOUSLY PREPARED MATERIALS & COMPONENTS MOBILE HOME, RV, AND BOAT SALES, REPAIR & SERVICE OFFICE, GENERAL PERSONAL OR BUSINESS SERVICE, PRINCIPAL USE PERSONAL OR BUSINESS SERVICE, UP TO 3,000 SF GFA PER ANY ONE PRINCIPAL STRUCTURE PET GROOMING PHOTOCOPY & PRINTING SHOPS, WITH ACCESSORY RETAIL PRINTING & BINDING PRODUCTION FACILITIES PRIVATE PROVIDERS OF PUBLIC SERVICES, INCLUDING VEHICLE STORAGE & MAINTENANCE PROCESSING & STORAGE RESTAURANT, SHORT ORDER (ACC) RETAIL WAREHOUSE OUTLET SEASONAL MOBILE FOOD UNIT SELF STORAGE (ACC) TRANSPORTATION SERVICES WAREHOUSING, PROCESSING, STORAGE & DISTRIBUTION WHOLESALE ESTABLISHMENTS 1 ) South Burlington Planning Zoning �® New Non -Residential Construction Impact Fees F-1.11 Project Completed by April 1, 2o16 OTHER CREDITS: NET ROAD IMPACT FEE $11,473.90 Police Impact Fee Square Feet of New Structure or Addition Base Fee: Square feet of existing structure to be removed Creditable amount Existing Single family homes to be removed Existing 2-3 Family structures to be removed Existing 4+ Family Structures to be removed Creditable Amount Current Grand List Value of Site Past Payments credit: Estimated Post -Construction Value Future payments credit: NET POLICE IMPACT FEE 10500 $2,496.48 $0.00 $0.00 549.35 $556,500.00 $89.04 $2,358.09 TABLE PD-7 ESTIMATED POST -DEVELOPMENT VALUES PER SQUARE FOOT OF FLOOR SPACE - Type of Use _ Industrial/Manufa En ineenn g Office Medical General Auto Elderly Motels cturing g and (General) Office Retail Service Care Fireproofed Steel Sketloton or $76 $100 $141 $152 $96 NA $117 NA Reinforced Concrete Structure SF Masonry or Concrete Bearing $56 $79 $110 $129 $81 $62 $96 $85 Wall Structure SF Wood Frame Structure $53 $74 $106 $126 $79 $58 $93 $82 SF Pre -Fab Steel Structure_ _ $53 $73 $101 $119 $77 $47 $89 $82 S F 10,500 South Burlington Planning Zoning Ad New Non -Residential Construction Impact Fees Project Completed by April 1, 2o16 Project Name & Address 82 Ethan Allen Drive Property Owner Glenn Cummings Effective Date TOTAL IMPACT FEE $14,753. Fire Impact Fees: Value of New Construction: Tama of Cnnttnirtion Type of Use Fireproofed Steel Masonry Skeleton or SF or SF Reinforced Concrete Concrete Bearing Wood Frame Structure SF Pre -Fab Steel Structure' SF Industrial/ManufacturinLy_-. __ S66 S69 _ S65 _$64 in ;nn EnEine_erinE-.& Research _... _._S88 ..596 General Office 5123 5113 _5110 5104 ._.. Medical Office ___ _ _ _ 5133 S71 _ __S69 _S67 General Retail __ __._ __ S84 _ S54 __ S51 S41 Auto Service Facilitv Elder Care Facilitv _5102 �911 S78 __S84 S74 S72 _ S72 Sprinkler credit? (Enter 1 if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: $ 672, 000 $1, 680, 000 $105,000 $91.35 $777,000.00 $0.00 $1, 013.04 $921.69 Road Impact Fee PM Peak Hour VTEs 12 Past payments credit: $190.31 Future payments credit: $334.11 0/03/2015 Ci,. of South Burlington Grand L-st Page 1 of 1 08:24 am Parcel Report ray For Parcel: 0640-00082. CUMMINGS GLENN & RONALYN Name CUMMINGS GLENN & RONALYN 65 LAKEWOOD COURT COLCHESTER VT 05466 Location 911 82 ETHAN ALLEN DR Tax Map 08-033-000 Desc. .95 ACRES; LAND Codes: (1) (Category)M (Equipment) (Owner)C Wood Crop Pasture Other Site Total Acres: 0.00 0.00 0.00 0.00 0.00 0.95 Real Land Building Equipment Inventory Values: 105,000 105,000 0 0 0 Homestead Veterans Farm Stab. L.U. Acres Land Use 0 0.00 0.00 0.00 0.00 Contract Lease Prev. Eqpm Land Use Amt Prev. Real 0 0.00 0 0.00 105,000 Housesite Special Exmp Grand List 0.00 0.00 1,050.00 Misc: Status: T Bill #: 53725 Updated: 06/09/2015 Last sale was: Invalid on 08/07/2013 for $0 recorded on 1179/27 Grievance Info: Flag: N Remarks: (1) Misc Fields: (0): 150140000 (8) : N (9): 06/16/00 SPAN: 600-188-13266 (Aonsttlting E N G I N E E R S July 28, 2015 Mr. Tom Dipietro C/o CITY OF SOUTH BURLINGTON Stormwater Superintendant 575 Dorset Street South Burlington, VT 05403 Re: Glenn Cummings — Stormwater Response 82 Ethan Allen Drive, South Burlington, Vermont Dear Tom: The following letter is in response to your email dated 02/26/15 regarding the proposed project located at 82 Ethan Allen Drive. This letter should also serve to satisfy condition #7 of the Planning and Zoning Decision for this project. 1. The project does require a State of Vermont Stormwater Permit. An application has been submitted and the permit (741.5-9015) was put on public notice on 7/27/15 (see attached). 2. The project does not need a construction stormwater permit as there is less than 1 acre of disturbed area. 3. Infiltration basin a. The drainage areas are outlined in the HydroCAD modeling for the project (see attached). i. The infiltration basin on the south end of the property collects the entire roof area. The roof is guttered and the gutters will discharge into the south infiltration basin. The parking tot drains into the north infiltration basin. b. The HydroCAD model output is attached. i. As noted above the project has obtained a State stormwater permit. The system infiltrates up to the 10 year storm. Any larger storms are discharged through the overflow to a level spreader. c. The soils information used for the State permit is attached. d. As noted above, both basins can infiltrate up to 10-year storms. Any larger storms overflow into a level spreader. 85 PRIM r 5 , V ()54,16 a , F: ,8 ,2,8 ,3 c>0_0 * IX 8,02 c,i'A 1', �:.., , ,: EI l: An infiltration trench was not used for the 12" pipe. The site is already infiltrating all stormwater from up to the 10 year storm. The gutter system for the roof discharges the roof into the south infiltration basin which infiltrates this runoff. Snow storage locations are shown on the plan. A stabilized construction entrance is shown on the plans. This condition is fine. Please contact me directly at 863-8060 if you have any additional questions. Thank you. Sincerely, CHAMPLAIN CONSULTING ENGINEERS 4 (a Martin E. Courcelle, P.E. Encl. VERMONT 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): Glenn Cummings 8o Ethan Allen Drive South Burlington VT 05403 Permit Number: WW-4-4429 This permit affects property identified as Town Tax Parcel ID # South Burlington: o64o-00082-C referenced in a deed recorded in Book 216 Page 173 of the Land Records in South Burlington, Vermont. This project, to construct a 10,500 square foot five unit commercial building with a maximum of ten employees on Lot 9 (0.95 +/- acres), served by municipal water supply and wastewater disposal services, located on 82 Ethan Allen Drive in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. i.GENERAL 1.1 The project shall be completed as shown on the following plans and/or documents prepared by Greg Bombardier from Champlain Consulting Engineers, with the stamped plans listed as follows: Sheet Number Title Plan Date Plan Revision Date C-2 Site Layout Plan 1/23/2015 3/12/2015 C-4 Site Details 1/23/2015 C-9 Site Specifications 1/23/2015 C-10 Site Specifications 1/23/2015 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 (or where allowed, the installer) that states: "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. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury _r System and Potable Water Supply Permit 4429 Page 2 of 3 1.6 This project is approved for the construction of a 10,500 square foot five unit commercial building with a maximum of ten employees on the 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 plans 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 (or where allowed, the installer) 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 municipal water supply system as depicted on the plans stamped by the Drinking Water and Groundwater Protection Division. The project is approved for a maximum of 150 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. 3.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 (or where allowed, the installer) 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 municipal wastewater treatment facility as depicted on the plans stamped by the Drinking Water and Groundwater Protection Division. The project is approved for a maximum of 150 gallons of wastewater per day. 3.3 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. System and Potable Water Supply Permit A29 Page 3 of 3 ,)avid K. Mears, Commissioner Department of Environmental Conservation By+ Dated April7, 2015 Dolores M. Eckert, Assistant Regional Engineer Essex Regional Office Drinking Water and Groundwater Protection Division cc South Burlington Planning Commission Greg Bombardier Act 25o District Environmental Commission (4Co643) Department of Public Safety, Division of Fire Safety ®r ` southbuylbLington PLANNING & ZONING April 16, 2015 Re: #SP-15-05 — 82 Ethan Allen Drive Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Development Review Board concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Since ly, ay d J. Belair Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7010 0290 0000 2215 6393 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com YT. south PLANNING & ZONING Permit Number SP-- U (office use only) APPLICATION F:evelopment S TE PLAN REVIEW ❑Administrative Review Board 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 Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Glenn Cummings; 80 Ethan Allen Drive, South Burlington, VT 05403 Ph: 802-343-6149 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 216, Pg. 173 3. APPLICANT (Name, mailing address, phone and fax #): Glenn Cummings; 80 Ethan Allen Drive, South Burlington, VT 05403 P h : 802-343-6149 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Glenn Cummings; 80 Ethan Allen Drive, South Burlington, VT 05403 Ph: 802-343-6149 4a. CONTACT EMAIL ADDRESS:: glenn@cummingselectric.com 5. PROJECT STREET ADDRESS: 82 Ethan Allen Drive, South Burlington, VT 05403 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0640-00082 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Site plan for 82 Ethan Allen Drive of South Burlington, Vermont. The proposed project contains 10,500 SQ. FT. building with associated parking, utilities and stormwater control. b. Existing Uses on Property (including description and size of each separate use): Vacant Lot with driveway. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): See attached table of uses (10,500 SQ. FT.) with associated parking, utilities, and stormwater control. d. Total building square footage on property (proposed buildings and existing buildings to remain): Proposed 10,500 SQ. FT. building. No previous existing buildings on property. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 2 floors (ground & mezzanine), building _ height: 20FT. Pitched roof. No previous existing buildings on property. f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): 10 total employees. 2 per unit. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): N/A Site Plan Application Form. Rev. 12-2011 0 8. LOT COVERAGE a. Building: Total Parcel Size: 41370 Existing N/A % / Proposed 25.3 % / Sq. Ft. N/A sq. ft. 10,500 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 16.9 % / 7007.2 sq. ft. Proposed 57.7 % / 23870.5 sq. ft. c. Front yard (along each street) Existing 18.97 % / 732.7 sq. ft. Proposed 20.5 % / 791.3 sq. ft. d. Total area to be disturbed during construction (sq. ft.) 37362 sq. ft. * Projects disturbing more than one-half 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 acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 350,000 b. Landscaping: $17,505 c. Other site improvements (please list with cost): $107,495 parking, utilities, stormwater 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 5 (General Light Industrial -Code 110) 10 employees x 0.42 (average rate) = 4.2 = 5 11. PEAK HOURS OF OPERATION: 8am to 5Dm 12. PEAK DAYS OF OPERATION: Monday - Friday 13. ESTIMATED PROJECT COMPLETION DATE: Fall 2015 14. SITE PLAN AND FEE A site plan 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 site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. JAM 4t 3 Site Plan Application Form. Rev. 12-2011 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. SIGNATURE OF APPLI SIGNATURE OF PROPERTY OWNER l PRINT N Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: evelopment Review Board ❑Administrative Officer I have reviewed this site plan application and find it to be: Complete ❑ p Inco lete strative Officer Date The applicant or permittee retains the obligation to identi , apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 . VERMON State of Vermont Agency of Natural Resources Department of Environmental Conservation [phone] 802-879-5656 Drinking Water and Groundwater Protection Division [fax] 802-879-3871 Essex Regional Office ill West Street Essex Junction, VT 05452-4695 www.septic.vt.gov March 27, 2015 Glenn Cummings 8o Ethan Allen Drive South Burlington VT 05403 RE: WW-4-4429 - proposed 10,500 square foot 5 unit commercial building with a maximum of io employees located at 82 Ethan Allen Drive in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on March 26, 2015, including a fee of $245.00 paid by check #1014 & 2207. Under the performance standards for this program, we will have a maximum of 3o 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 30 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 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 cDrinking Water and Groundwater Protection Division Debbie Hemstead Environmental Technician II cc: South Burlington Planning Commission Greg Bombardier Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 4 day of March , 2015, a copy of the foregoing public notice for Buildinq Permit [type of application] #52 -IS'-05 [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) Ken Smith 81 Ethan allen Drive So.Burlington vt 05403 Mark Lacroix/Bruce Boucha 83 Ethan Allen Drive So.Burlington vt 05403 Howard Loso 84 Ethan Allen Drive So.Burlington vt 05403 Dated at So.Burlingt[town/city], Vermont, this 4 day of March , 2015 Printed Name: Glenn Cumminqs Phone number and email: 3 3- 49 Glenn %pummin.qseleqJric.corn Signature: Date: 3-4-9015 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 82 Ethan Allen Dr. Ginkgo Designs 2/23/15 • Fill entire parking lot island with quality planting soil to provide maximum soil volume to support tree growth. Plan looks good otherwise NON-RESIDENTIAL USES TABLE • PERSONAL INSTRUCTION FACILITY • AGRICULTURE & CONSTRUCTION EQUIPMENT SALES, SERVICE & RENTAL • AUTO & MOTORCYCLE SALES • AUTO & MOTORCYCLE SERVICE & REPAIR • COMMERCIAL GREENHOUSE • CONTRACTOR OR BUILDING TRADE FACILITY • DISTRIBUTION & RELATED STORAGE, WITH >15% OF GFA IN OFFICE OR OTHER PRINCIPAL PERMITTED USE BY SAME TENANT • EQUIPMENT SERVICE, REPAIR & RENTAL • INDOOR VEHICLE STORAGE, MAXIMUM 10,000 SF (ACC) • LIGHT MANUFACTURING • LUMBER AND CONTRACTOR'S YARD • MANUFACTURING & ASSEMBLY FROM PREVIOUSLY PREPARED MATERIALS & COMPONENTS • MOBILE HOME, RV, AND BOAT SALES, REPAIR & SERVICE • OFFICE, GENERAL • PERSONAL OR BUSINESS SERVICE, PRINCIPAL USE • PERSONAL OR BUSINESS SERVICE, UP TO 3,000 SF GFA PER ANY ONE PRINCIPAL STRUCTURE • PET GROOMING • PHOTOCOPY & PRINTING SHOPS, WITH ACCESSORY RETAIL • PRINTING & BINDING PRODUCTION FACILITIES • PRIVATE PROVIDERS OF PUBLIC SERVICES, INCLUDING VEHICLE STORAGE & MAINTENANCE • PROCESSING & STORAGE • RESTAURANT, SHORT ORDER (ACC) • RETAIL WAREHOUSE OUTLET • SEASONAL MOBILE FOOD UNIT • SELF STORAGE (ACC) • TRANSPORTATION SERVICES • WAREHOUSING, PROCESSING, STORAGE & DISTRIBUTION • WHOLESALE ESTABLISHMENTS Professional Landscape Designers Estimate (See Sheet C-5) Name of Client Glenn Cummings Address 82 Ethan Allen Drive S. Burlington Date: 1/30/2015 Project No.: 14150 Quantity Description Size Cost Each Total 3 Large Trees (Herata a River Birch) 12' - 14' $1,000.00 $3,000.00 1 Small Trees (Shademaster Honey Locust) 3.5 - 4" $2,000.00 $2,000.00 52 Shrubs (See Planting Schedule) Varies $70.00 $3,640.00 1 Prepare Landscape Beds & Install per Plans Lump Sum $1,400.00 Total S 10,040.00 22 Pearl Street Designed by: David Burton, VCH'. Essexjct, VT 05453 Vermont Certified Horticulturist (80 ) 857-5104 www.GinkgoDesignVT.vcom Professional Landscape Designers Estimate (See Sheet C-5) Name of Client Glenn Cummings Address 82 Ethan Allen Drive S. Burlington Date: 1 /26/2015 Project No.: 14150 Quantity Description Size Cost Each Total 2 Large Trees (Heratage River Birch) 12' - 14' $1,000.00 $2,000.00 1 Small Trees (Shademaster Honey Locust) 3.5 - 4" $2,000.00 $2.000.00 76 Shrubs (See Planting Schedule) Varies $70.00 $5,320.00 268 Perennials (See Planting Schedule) #1 $20.00 $5,360.00 1 Prepare & Mulch Landscape Beds per Plans Lum Sum $2,825.00 Total $17,505.00 Gins : Design, LLC Smart &mpe Solutions 22 Pearl Street Designed by: David Burton, VCH Essex Jct, VT 05453 Vermont Certified Horticulturist (802) 857-5104 www.GinkgoDesignVTxoom CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this t I day of March , 2015 , a copy of the foregoing public notice for Buildinq Permit [type of application] [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) Ken Smith 81 Ethan allen Drive So.Burlington vt 05403 Mark Lacroix/Bruce Boucha 83 Ethan Allen Drive So.Burlington vt 05403 Howard Loso 84 Ethan Allen Drive So.Burlington vt 05403 Dated at.So-Burlinqt[town/city], Vermont, this 4 day of March 12015 Printed Name: Glenn Cumminqs Phone number and email: 3 3-6 49 Glenn ummingselec ic.com 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. Reis. 1-2012 Plan Transmittal Form To: Fire Department/ Department of Public Works From: Ray Belair Date Transmitted: 02/20/15 Comments Due: March 9, 2015 Project Description/Meeting Date: Site plan application #SP-15-05 of Glenn Cummings to construct a 10,500 sq. ft. mixed use commercial/industrial building to include an umbrella approval, 82 Ethan Allen Drive. Other Notes: Meeting date is 3/17/15 GLENN CUMMINGS 82 ETHAN ALLEN REVISED SEPTE MBER 189 2015 LIST OF DRAWINGS OWNER GLENN CUMMINGS C-1 ........EXISTING CONDITIONS PLAN 80 ETHAN ALLEN DRIVE C-2 ........SITE LAYOUT PLAN SOUTH BURLINGTON, VERMONT 05403 C-3 ........STORMWATER & GRADING PLAN CONTACT: GLENN CUMMINGS C-4 ........SITE DETAILS (802) - (CELL) C-5 ........LANDSCAPING PLAN & DETAILS 658 -1265 (802) 58265 (HOME) C-6 ........LIGHTING PLAN & DETAILS C-7 ........EPSC PLAN C-8 ........EROSION CONTROL DETAILS C-9 ........SITE SPECIFICATIONS CIVIL CHAMPLAIN CONSULTING ENGINEERS C-10........ SITE SPECIFICATIONS ENGINEER 85 PRIM ROAD C-11 ........ ELEVATION VIEWS P.O. BOX 453 C-12........ BUILDING FLOOR PLAN COLCHESTER, VERMONT 05446 CONTACT: GREGORY J. BOMBARDIER, P.E. (802) 863-8060 WETLAND BOUNDARY (SEEN (SEE NOTES) ♦\�\ JOHN do JOYCE SEEDER 3120 - 102 ETHAN ALLEN OR. -- - \ - ---\\ `\ �\�/-270.91 ACRES 7 ------------- (siv NOISE) ► EXISTING \\ \\ - O BUILDING CIENN CUMMINCS / ► SLAR•-231.0 \ 80 ETHAN ALLEN DR.- / \ +/- .48 ACRES / \ \ ■ \ \ GLENN CUMMINGS _h \ / / / ► 82 ETHAN ALLEN DR. E \ \ +/- .95 ACRES zo \ "S ► � \ / E%ISTNI 3� . / / , WALL TI N)ILDEIO PAVED \\ \ \\ x$ \\ / / , 7 AKA 118 I / , t 1 -230�- ► \ / II ► GLENN CUMMINCS ► 80 ETHAN ALLEN DR. ' • 1 -- �? -```' `'//// I +/- .52 ACRES I , PAV ► / \\ ' ,L�'! ' ARE - Q8 NEA,,�� YDRT t2E07' ANTa • - - - - T EXISTING SIM / s/ I 1720'-- RiM-234.01 II CON 5' INV. IN-226.68 (2) / S10E11'ALN OUT-225.61 9 _ ETHAN ALLEN DRI •/ W EXISTING CONDITIONS -�--- 9- c-1 SCALE 1" = 20' Graphic Scale 9 feet 20 0 20 40 60 BO CONCRETE BLOCK© BE REMOVED LOSO COMMERCIAL 84 ETHAN ALLEN DR. +/- .95 ACRES om, som 7 9010"N \ LOCATION MAP N.T.S. DESIGN SUMMARY: 1. PROJECT DESCRIPTION: SITE PLAN FOR 82 ETHAN ALLEN DRIVE OF SOUTH BURUNGTON. VERMONT. THE PROPOSED BUILDING IS 10.500 S0. FT. IN THE IC DISTRICT WITH ASSOCIATED PARKING, U71UTIES k STORYWATER CONTROL 2 PROJECT CONTACTS: OWNER: GLENN CUMMINGS 80 ETHAN ALLEN DRIVE SOUTH BURUNGTON. VERMONT 05403 CONTACT: GLENN CUMMINCS (802) 343-6149 (CELL) (002) 658-1265 (HOME) CIVIL ENGINEER CHAMPLAIN CONSULTING ENGINEERS 85 PRIM ROAD, P.O. BOX 453 COLCHESTER, VERMONT 05446 CONTACT: GREGORY J. BOMBARDIER, P.E. (802) 863-8060 GENERAL NOTES 1. PRIOR TO COMMENCING STE WORK, THE GENERAL CONTRACTOR SHALL VERIFY EXSTING FIELD CONDITIONS. THE PROJECT ENGINEER SHALL BE NOTIFIED IMMEDIATELY WERE DISCREPANCIES EXIST BETWEEN THE PROJECT DRAWINGS AND ACTUAL FIELD CONDITIONS 2. THE GENERAL CONTRACTOR SHALL CONTACT DIG SAFE (1-888-344-7233) SEVENTY TWO HOURS PRIOR TO ANY E%CAVATDN TO ACCURATELY ESTABLISH THE LOCATION OF ALL UNDERGROUND UTILITIES ON THE PROJECT SITE. 3. WHERE DIMENSIONS ON THE PROJECT DRAWINGS ARE UNCLEAR, CONTACT THE PROJECT ENGINEER IMMEDIATELY FOR CLARIFICATION. 4. IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO ENSURE THAT THE PROJECT DRAWINGS REFLECT THE LATEST REVISIONS REFERENCE MATERIALS 1. SURVEY BY BRAD HOLDEN, LS. NOVEMBER 2014. 2. HORIZONTAL DATUM: VERMONT STATE PLANE HAD 83 (2011) VERTICAL DATUM: NAVO 88 (GE0012A) DERIVED FROM OPUS RAPID STATIC DIPS OBSERVATIONS 3. BOUNDARIES ARE BASED UPON PHYSICAL EVIDENCE FOUND AND A BOUNDARY SURVEY OF THE LANDS OF JOSEPH h MURIEL KELLEY PREPARED BY LAMOUREUX k DICKINSON DATED MARCH 19, 2008 RECORDED ON SLIDE 513. 4. REFER TO A SUBDIVISION OF ETHAN ALLEN FARM LOTS 9-21 PREPARED BY WARREN ROBENSTIEN DATED AUGUST 1985 RECORDED ON SLIDE 187. 5. EXISTING WETLAND BOUNDARY h 50' BUFFER SHOWN ARE AS DEUNEATED BY NATURAL RESOURCES CONSULTING SERVICES. CPS COORDINATES COLLECTED 11/07/14. 6. 100 YEAR FLOOD PLAIN INTERPRETED FROM GIS MAP OBTAINED FROM THE VERMONT AGENCY OF NATURAL RESOURCES ATLAS, 7. VERMONT DEPARTMENT OF TAXES, VERMONT MAPPING PROGRAM, ORTHOPHOTO #8100220 3 OTHER AERIAL PHOTOGRAPHS DATED 05/19/2012. B. ADDITIONAL EXISTING UTIUTY INFORMATION INTERPRETED FROM A PLAN BY DONALD L HAMUN CONSULTING ENGINEERS FOR THE CITY OF SOUTH BURUNGTON TITLED 'SANITARY SEWER EXTENSION, CONTRACT 1" k DATED MAY 31. 1989. A PLAN DATED SEPTEMBER 27. 1985 k GAS SERVICE CARDS BY VERMONT GAS SYSTEMS INC. FOR THE GAS PIPELINE t SERVICE LATERALS CONSTRUCTED IN ETHAN ALLEN DRIVE 9. ALL UTIUTY INFORMATION SHOWN IS APPROXIMATE ONLY, CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES NITHIN 50' OF ANY DISTURBANCE LEGEND 10. THIS PLAN IS NOT A BOUNDARY SURVEY. ALL BOUNDARY LINES SHOWN ARE APPROXIMATE TEST PIT SUBJECT PROPERTY UNE OTHER PROPERTY LINE EXISTING PROPERTY MONUMENT EXISTING CONTOUR EXISTING OVERHEAD UTILITY @ POLE EXISTING GAS SUPPLY OR SEANCE EXISTING WATER h APPURTENANCES EXISTING SANITARY k STRUCTURE EXISTING WETLAND BOUNDARY 50 FOOT WETLAND BUFFER EXISTING TREES EXISTING THE M 94FLTRA71q/ DATA: QA INFILTRATION AREA A. 41 IN/HR ® INFILTRATION AREA B: 37 IN/HR THIS TOPOGRAPHIC SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF 'DIG SAFE' MARKINGS. UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT 'DIG SAFE' AT 1-8B8-344-7233 BEFORE COMMENLONO ANY WORK AND SHAUJ PRESERVE EXISTING UTIUT112 WHICH ARE NOT PART LIE 114E DEMOLITION PLAN. NO. 4496 ' ) * DHnwH CCE -c�+ECKco- - GJB SCALE 1"= 20' ATE 01/23/15 JOS NO. 14150 SHEET C-1 OF 12 1-- —�V--31— I 1 1 1 I i , i I! I gg il p Q ' I ' o i r c; r R p R V < oo y Z m m 5 5. ��pg 412miog RiV GLENN CUMMINGS %82 ETHAN ALLEN DRIVE o = N o SITE LAYOUT PLAN u SOUTH BURLINGTON VERMONT s q: Lp � 3 R 77 ,rlllii /lllllll/ j��/ �i,/ / i l r l `rt ill irri J Il //tIIlII llll1/11t I�Iln��n//////11/i /I I I Il Illlllllll//l/I/ r l I I III (IIII Irll///l/ / l / I I It ll�l/// 11//////i I l l I I �• lrtrnl/lI/lI///// l I I I /I/rrl!//// t// t I I I I I rinluuilihrr/ Ilfill II /_ r I I ,IIII I III!111 �!*�� / it Ills 111! iilll�jll I 1 / I 1 II ✓= III 1 I I I r r I I !11, ��ll If I l il€;rll l� iii l i i I �I i i 1 / /r l '� rIn l ifi iil /'/l i' / I � 'lullu /NI 1a14hiii I r;/ r IIIUIIIII 1I IIr / /riiilur IIr i i j q�iiilli� l l?� i 1 I � it II 1 1 11 1 1 . Illlljll�l I I I / I / Y/lll/Irl 1 1 I/ I ,iii` / • I I m y g g� F Champlain Consulting ell N G I N E E R S 85 PRIM ROAD, P.O. BOX 453 COLCHESTER, VERMONT 05446 (802) 863-8060 - 864-1878 FAX .ww.c,amwa,m_s�,rnq �e: COPYRIGHT ALL RICAUS RESERVED a r M� WETLAND BOUNDAR (SEE NOTES) BANK DISTURBED BELOW LEVEL SPREADER \ \ SHALL BE TYPE 1 STONE BANK STABILIZAT;. \\ \ MINIMIZE IWED DIN SPREADERBANCE. NO WETLAND BUFFER \ LEVEL SPREADER WITH 24• WIDE \ - \ LP-(ELETI01l-- \1OETAIL)VA \\ NEW INFILTRATION BA DET/ NEW PEA STONE FILTER �` \ STRIP (SEE RETAIL) 1� 1� NEW REINFORCED -, CONCRETE RETAINING W 1 (SEE DETAIL THIS SMEE 1 STORMWATER & GRADING PLAN -; SCALE 1' = 20' Graphic Scale foot 20 0 20 40 BO 00 NEW PRECAST CONCRETE STORM MANHOLE RIM-230.30 12' INV. IN-224.87 12' INV. OUT-224.77 \ I _ NEW 4Y OUARORAIL PER CODE WHERE NEW RETAINING WALL IS30' OR MORE ABOVE FINISH GRADE 1' CHAMFER BOTH SIDES (TYPICAL) T.O.W. EIEV //{4 BARS O 12' O.C. APPROXIMATE FINISH GRADE TEMP. $ SHRINKAGE STEFJ. OONIMUOUS �/; AT BUILDING (FINISH GRADE VARIES. SEE PLAN) µ BARS O 18' O.C. E.W. 3000 PSI CIXiCRE1E (TYPICAL WALLS $ FOOTINOB)� - COMPACTED GRANULAR FILL (SEE SPECIFICATIONS) FINISH GRADE AT WALL VARIES (SEE PLAN $ APPROPRIATES , TYPICAL SECTION) BARS O Y QQ µ BARB o B' QQ B• WALL 1' - 14 BAR4 caN 2' CLR. J' 1 tY CRUSHED ° a —50 sroNE _ Y CLR. UNLESS APPROXIMATE LIMITS OF OTNERWISE NOTED EXCAVATION REOUIREO ( CONCRETE RETAINING WALL SECTION DC-3 N. i .s. LEGEND SUBJECT PROPERTY LINE OTHER PROPERTY LINE EXISTING PROPERTY MONUMENT EXISTING CONTOUR EXISTING WETLAND BOUNDARY 50 FOOT WETLAND BUFFER EXISTING TREES EXISTING TREEUNE FINISHED GRADE CONTOUR FINISHED GRADE SPOT ELEVATION NEW SWALE THIS TOPOGRAPHIC SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF 'DIG SAFE' MARKINGS. UTIUTIES SHOWN ARE NOT NEW PAVED DRIVE $PARKING WARRANTED TO BE EXACT OR COMPLETE THE CONTRACTOR SHALL CONTACT "DIG SAE€' AT 1-B5B-344-7233 BEFORE GOMM€NGINO ANY WORK AND, RHA(� IVE €XIFNT� UtILI'11E5 WHICH ARE NOT PART OF tHli CIRR€€€�MOLIf N P . �U) V Q' �Lu � x rOl z Z �o$ 4 LLI5 � y`V � OF *(a N0. 4496 1* F z 0 z wa c� z Qz Q H W W 0 a w z l� o E� 0 7) DRAWN CCE CHECKED GJB SCALE AS SHOW14 DATE 01/23/15 JOB NO. .150 SHEET C-3 OF 12 SHEETS `t MOUND 8 -+ SELECTED BACKFILL FROM TRENCH EXCAVATION (SEE SPECIFICATIONS) THOROUGHLY �\'iyi COMPACTED IN 6' UFTS. 1' TYPE III REBATE DEPTH T�j U TYPE II BITUMINOUS CONCRETE EXISTING GRADE PAVEMENT (VIRANS SECTION SAWCUT 406) TO MATCH 1Y DUSTING SAWCUT DEPTH EXISTING MINIMUM) REPLACE EXISTING SUBBASE 1� G� DEPTH (24' MINUM) f NOTE S: DISTURBED BEYOND UNITS SHOWN 1 R y� N1TI1 PLOWABLE FILL Hlll�llf�' 1. COMPACTION OF BEDDING h ,I %\ >�\ \ BACKFILL SHALL BE TO 95% OF REMOVE EXISTING SUBBASE AS REWIRED %\\ MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR TEST FOR CONSTRUCTION REPLACE WITH VIRANS 704.05A FINE IN 6' MAX.LIFTS z O 2 IN TRENCHES W/UNSTABLE NOTES S MATERIALS. THE TRENCH BOTTOM SHALL BE FIRST STABILIZED BY GEOTDMLE 1. EXISTING PAVEMENT SHALL BE SAWCUT STRAIGHT NL PLUMB (TYPICAL). O FABRIC-MIRAR 500X, AND 6' 2 COAT SAWCUT 1W7H EMULSIFIED ASPHALT PRIOR TO PLACING PATCH CRUSHED STONE-3/4' MAX MATERIAL PER SPECIFICATIONS \% v 3. PAVEMENT PATCH TO MATCH 3. ALL PAVEMENT SHALL HAVE A COMPACTED THICKNESS TO MATCH EXISTING. EXISTING SECTION WHERE APPLICABLE. SEE DETAIL 4. ALL EXISTING ROAD LINES WITHIN THE DISTURBED AREA SHALL BE REPLACED AS REWIRED. 4. A WET TRENCH SHALL BE Q DEWATERED PRIOR TO 5. DUSTING PAVEMENT DAMAGED DURING CONSTRUCTION SUBSEQUENT 70 INSTALLING BEDDING. IN,BAWCUTIING SHALL BE RECUT & PATCHED PER THE DETAIL 5. SEE PLAN FOR PIPE SIZE & & SEE SPECIFICATIONS. D MATERIAL 6. STORM PIPE BEDDING SHALL BE 3/4CRUSHED STONE 7. WRAP PERF. PIPE BEDDING f l TYPICAL SAWCUTLREBATE SECTION .. ,. WITH APPROVED FILTER FABRIC. C-4 N. T. S. 25D MINIMUM n TYPICAL EXCAVATION TRENCH DETAIL c-4 N.T.S. HANDICAP OR HANDICAP 6: VAN ACCESSIBLE (SEE CENTERED IN EACH SPACECE (SEE SIGN DETAIL) � 4I 9-0- (TYP.)� g-0' (VAN MIN. NOTES: 1. ACTUAL STRIPING AND ARRANGEMENT MAY DIFFER. SEE SITE PUN FOR PROPER LAYOUT. 2 NEW HANDICAP GRAPHIC SYMBOL SHALL BE PER VTRANS STD. SHEET E-191. 3. ALL PAINTED LINES SHALL BE 4' WHITE CONFORMING TO VTRANS 648.07. 'DURABLE PAVEMENT MARKINGS'. 4. 'PAINTED WALKWAY MARKINGS SHALL MATCH H/C AISLE MARKINGS (SEE PLAN). r5 ACCESSIBLE SPACE PAVEMENT MARKING c-4 N.T.S. ASTM A53 SCHEDULE 40 STEEL PIPE (2.375' OU X .154 WALL), HYDRAULICALLY BENT NTH A MANDREL, HOT -DIPPED GALVANIZED AFTER FABRICATION. 4' TOPSOIL REST RESTORATION DETA SEED, FER71UZE 6 '(TYP.) '. 1 t B' DIA. SONOTUBE (TYP.) 3.500 PS PORTLAND CEMENT n CONCRETE CCOMPACTED GRANULAR BACIOILL (N-E 704.OSA FINE) f 9 BICYCLE RACK DETAIL C-4 N. ,S. BURIED GATE VALVE UNDISTURBED SOIL (WITH CONCRETE MININUN ONE SUPPORT !ANCHOR) FULL LENGTH OF PIPE UNDISTURBED SOIL 2, T1'P. - PLUG 2' TYP _ • .A . o vA°: :,A'i ., Ku •:j'.. : 1l P rl.; y.4v, _ _. 6' MIN. INTO nxLY1K1 6' MAIN. INTO TRENCH WALL (TYP.) TRENCH WALL (TYP.) EFFECTIVE BEARING AREA THRUST BLOC( AT VALVE/DEAD END TEMPORARY END SHALL REDUCER BE POURED CAREFULLY TO ENSURE EASY REMOVAL UNDISTURBED SOIL 2' TYP. UNDISTURBED SOIL NOTE: ° 4 MIL POLYETHYLENE a.C. 2' TYP. 0 PUCE 4 MIL . SHE BETWEEN ALL CONCRETE BETWEEN ALL CONCRETE THRUST BLOCKS AND PIPE AND/OR FITTINGS TO PREVENT BOND' 90: 45. 22 1/2; OR 11 1/4' BEND TEE MINIMUM AREA OF BEARING SURFACE OF CONC. THRUST BLOCKS A. a f-1 jr 1 4 B 8 10 END ea & TEES 45' 5 ELB. S k TEES 9a 45' .S ELB. ENO 9a & TEES 45' ELB. & TEES 90' 4s' S ELB. ENDB h TEES 80 45 E1B.ELB. 2.5SI& ENDS5' 25 SOIL CONDITION SAFE BEARING LA P.S.F. 0.5 0.5 0.5 0.5 QS 1.0 0.3 O.S 1.0 1.S 1.0 0.5 20 2.3 1.5 1.0 3.S 4.3 2.5 1.S .0 1.5 OURO SHA'_ 10,000 1.0 T. 3.0 4.0 20 1.0 4.5 16.513.5 20 &5 0. 6.0 3D 5 4.0 000 /.0 1.5 ,.0 0.5 2.0 2.5 1.5 1.0 3.5 5.0 &0 1.5 8.0 8.5 S.0 25 11.0 4. 8.0 4.0 . 5.0 31 1.5 2.5 1.511.0 2S13.512.011.0 5.5 7.3 4.0 20 9.0 3. 7.0 3.5 ,8.5 21. 1.5 &0 . &0 ZOOD4.5 2.5 1.S 5.D 70 40 2.0 105 5. &0 4.0 18.0 & 4. 70 330 2 3 120 . 15.0 OFT CIA t000 MAXIMUM WATER PRESSURE - 300 P.S.I. NOTE: REDUCER BEARING AREA - 45 BEND, LARGER PIPE �1 THRUST BLOCK DETAILS c-4 N.T.S. 'RIBBON RACK' RE! 07 OR EQUIVALENT 7 STALL BICYCLE RACK SLOPE FINISHED CONCRETE AWAY FROM PIPE COLUMN (TYPICAL) TRANSITION TO EXISTING GRADE FINISHED GRADE 3' BITUMINOUS CONCFRETE PAVEMENT EXISTING SAWCUT 1 1/4' FINISH COURSE (VTRANS TYPE III) GRADE 1 3/4' BASE COURSE (VTRANS TYPE 11) 12' YIN. 6' MIN. CRUSHED GRAVEL (MANS 704.05A FINE) 72' MIN. CRAVE. FOR SUBBASE 1 (VTRARS 704.OBA) MIRAFl 50OX (OR APPROVED EQUIVALENT) STABILIZATION FABRIC NOTES: 1. NEW PARKING AREA PAVEMENT MARKINGS AS SHOWN ON PLAN SHALL CONFORM TO VTRANS 46 6.D7 'DURABLE PAVEMENT MARKINGS'. 2 WHERE EXISTING PAVEMENT IS TO BE REMOVED ONLY (NO TRENCHING OR EXCAVATION) SATISFACTORY EXISTING SUBBASE MAY REMAIN PROVIDED GRADING & COMPACTION REQUIREMENTS ARE MET. 4 aElQaL QRIVEWAY/PARKING LQT SECTIOI„�„ b "r SMOOTH FINISHED CONCRETE 'DOME' OR APPROVED PROPRIETARY BOLLARD CAP ABOVE GRADE SECTION SHALL BE PRIMED & PAINTED (MEET PAVEMENT MARKING SPECIFICATIONS, COLOR PER OWNER) i- 6' DIM. STD. STEEL PIPE COLUMN, CONCRETE FILLED SLOPE FINISHED CONCRETE AWAY FROM PIPE COLUMN /- SEE PLAN h APPROPRIATE / DETAILa) FOR FINISH / SURFACCEE 12' DIA. SON07USE 3.500 PSI PORTLAND CEMENT CONCRETE COMPACTED GRANULAR BACKFlLL (VIRARS 704.05A FINE) n'-o• SITED. POST (TYPICAL, SEE SPECIFICATION) 6'-o' -CHAIN UNK FENCING 42' iTYPJ CHAIN LINK FENCING POST CHAIN LINK FENCING REFER TO SLAB ON GRADE DETAIL (SHEET C-5) FOR SLAB AND SUBBASE CONSTRUCTION . -16w s/22/15REHSED PER I- L ILA_. II. 3.500 PSI PORTLAND CEMENT CONCRETE POST FOOTING (TYP. COMPACTED GRANULAR BACKFILL (VTRANS ,0. (TYP. 70405A FINE) PLAN VIEW SECTION VIEW Cl EXTERIOR BOLLARD 4 N C-4 N.T.S. C-4 N.T.S. ADJUSTABLE CAST NON VALVE BOX WITH COVER MARKED 'WATER" ADJUSTABLE BRASS CURB VALVE BOXES SHALL 2 PIECE FINISH GRADE BOX W/ LID MARKED CONCRETE THRUST BLOCK 4 SLIDE HYPE WITH 5 1/4' SHAFT � - ._� - - - - �N (SEE DETAIL) TAPPING VALVE (SEE TAPPING SLEEVE (SEE SPECIFICATIONS) A.Y. MCOONALD ERIE TYPE CURB BOX SPECIFICATIONS) W/ STAINLESS STEM ROD (OR HDPE WAIER LINE INSTALL A APPROVED EQUIVALENT PER CND){ ° ° NO EXTENGOOSENECK D 3 CAMBRIDGE BRASS Z' CORPORATION STOP !' e + ABOVE THE APEX b (OR APPROVED EQUIVALENT PER CND) 0 THE NNW. I -_ 2' TYPE K SERVICE CONNECTION TO BUILDING PER CITY OF SOUTH BURLINGTON DPW °'e o e egg eoga a °�°� • • 2' TYPE K SOFT J • COPPER SERVICE PER 4' X 12' X 18' CND SPECIFICATIONS CONCRETE BLOCK • UNDISTURBED SOIL CAMBRIDGE BRASS 2' CORPORATION STOP (OR APPROVED EQUIVALENT PER CHAMPWN WATER DISTRICT) NOTES 1. TEFLON THREAD SEALANT TAPE WILL BE USED ON ALL CORPORATION STOPS PRIOR TO INSERTION. A. SPIRAL WRAP COMPLETELY COVERING THE THREAD AREA WITH TWO WRAPS B. PIPE DOPE OR OTHER LIQUID THREAD SEALANTS ARE NOT ACCEPTABLE 2. ALL METHODS & MATERIALS SHELL BE AS APPROVED BY CWD &/OR THE CITY OF SOUTH BURLINGTON DPW AS APPUCABLE. & FIELD VERIFY EXISTING MAIN SZE. MATERIAL h LOCATION PRIOR TO CONSTRUCTION. 4. CORPORATION BOXES AND STOPS SMALL NOT BE CONSTRUCTED BENEATH DRIVES OR SIDEWALKS. 5. VALVE ROD AND PINS SHALL BE STAINLESS. STEEL n TYPICAL CORPORATION STOP/WATER SERVICE DETAIL N.T.S. 4000 p.1 CONCRETE SLAB MUST BE CONTINUOUSLY CURED WITH WATER AND AN APPROVED SOAKING AGENT FOR A MINIMUM OF 7 DAYS µ BARS AT 12' O.C. E.W. 6' 2' MIN. CLEAR COVER NEW CLEANEST PLUG 4' 1-1/2' CHAMFER AT ANY BELOW GRADE MAXIMUM ADJACENT RESTORED AREA e, V ftw 6' MIN. COMPACTED GRANULAR FILL' NOTES: 1. EXCAVATE TO NEW PAD SUBGRADE PER DETAILS. 2 PUCE EXPANSION MATERIAL BETWEEN NEW PAD k ANY ADJACENT WALK. DRIVE OR CURB. & EXPANSION JOINTS AT MID -SPAN E.W. (10- MAX) 4. CROSS SLOPE TO DRAIN. 5. LIGHT BROOM FINISH. „_ DUMPSTER 1PAD SECTION C-4 N. . . 45' SEND I P WYE ^ FLOW -WRAP SLEEVE WITH '--VALVES SHALL BE MIN. 4 MIL POLY BEDDED IN 3/4• CRUSHED EXISTING WATER MAIN STONE (FIELD VERIFY) NOTES 1. ALL METHODS NE MATERIALS SHALL BE AS APPROVED BY CND h/OR THE CITY OF SOUTH BURLINGTON DPW AS APPLICABLE. 2. FIELD VERIFY EXISTING MAIN SIZE, MATERIAL h LOCATION PRIOR TO CONSTRUCTION. 3. ALL WATER APPURTENANCES SHALL HAVE STAINLESS STEEL NUTS AND BOLTS. TAPPING SLE EVE & VALVE_ C-4 N.1TS. 1/4' R�-- 1/2' R PA NT Y 91 �1tY --.-1 Malls 1. CURBING SHALL BE 3.500 PSI PORTLAND ANENT CONCRETE 2 CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8' JOINT BETWEEN SECTIONS & CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY TO - AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-133 (1/Y SPONGE RUBBER OR CORK). 4. ALL EXPOSED SURFACES SHALL RECEIVE TWO (2) COATS OF AN APPROVED ANT-SPAWNG COMPOUND. 13_ CONCRETE CURB DETAIL c-4 N.T.S. - IRON LOCATING PIN PLACED BELOW GRADE PVC WITH THREADED PLUG BELOW GRADE bi)il N a �w Mix o �w x O Z DO w �W°Oos`S U O U OF t4 (' NO. 4496 ') * DRA-1 CCE (RIGID CLOSED CELL ENE INSULATION) - - b CHECKED scALE N.T.S. COMPACTED SARD FILL -_ DATE 07 /23/15 PIPE Joe NO. 14150 NORMAL PIPE BEDDING SHEET NOTE: INSTALL WHEN t Y (TOTAL COVER LESS' - S'4 5'-8' IS LESS THAN 5'-B' t 4' (TOTAL COVER LESS THAN LESS') - C0-4 PI I I N OF 12 SHEETS 1 _ RUBBER HOSE & 12 GA. WIRE OR CHAIN LOCKADJUSTABLE PVCSTAKESTRAP J 25Q" WOOD STAKE ' 23"OF MULCH FORMED IN 1 1 CIRCULAR SAUCER 1 REMOVE TOP 1/3 OF KEEP MULCH AWAY FROM TRUNK 1 '8URL4P8 TWINE FINISH GRADE PLANTING HOLE SHALL BE APPROX. TWICE THE DIAMETER OF THE K)TBALL BACK FILL WITH EXISTING SOIL WHEN AVAILABLE - - FIRM WELL PROPORTIONED BALL DRIVE STAKE 1r SCARIFY4" DEEP CRACKED OR MUSHROOMED O BEYOND TREE PIT AND RECOMPACT BALLS ARE NOT ACCEFrABLE. 1 . . 74iF1UemY3L' BALL DIAMETERTO COWILWITH .I FORTH B N. GUITHE AMIERI AN SET BWITH ILL DIAMIN. GUIDELINES ID LI COMPLY IP STANDARDS NURSERY FORTH B. THE AM RICAN SET STANDARDS FOR NURSERY FORTH BY THE AMERICAN NOTESTOCK LATEST EDITION STANDARDS FOR NURSERY S STOCK LATEST EDITION -- 12-MlCde 4 FoC 1. PROVIDE MULFIRM WELL PROPORiSAUCER FOR BALLSINDIVIDUAL PLANTS ) 2 PROVIDE FIRM WELL PROPORTIONED ROOTBALLS. CRACKED OR 1diLEVi'She' MUSHROOMED ROOTBALLS ARE NOT ACCEPTABLE. 3. THE IST ORDER LATERAL ROOTS ARE TO BE PARTIALLY EXPOSED - 4-Cl.Ealn'RS' PRIOR TO DIGGING TO ESTABLISH DEPTH OF HOLE WHICH SHOULD % NOT BE DEEPER THAN ROOTBALL n, .y 10-CORW 4S MULTI -STEM TREE PLANTING DETAIL SCALE: NONE -- --- -- s , �`�' F C,, fa. 1 1 1 2-CLEaIn'RS' -- ' 1 '' 2-CLEWWRS' - I 1 I I, 2-CLEaIn'RS' I � 1 '1 Q� ' 1 1 2-CLEaIn'RS' --- I ❑ 1 1 � I 34L.EvwrAW(71 - 1 S0.EvaH'WR' 1 _- ` + + ' 3-SETMg'Her — QJ3 + + + LANDSCAPING PLAN \Q:15j SCALE 1" - 20' Graphic Seale feet 20 0 20 40 s0 s0 Planting Schedule ID Qty Latin Name Name Scheduled SWe Trees Betula rngra'Heritage' (MuW"stem) _Common BETnig'Her' 3 Heritage River Birch 12-14' GLEtri'Sha' 1 Gleditsia triacanthos inermis'Shademaster' Shrubs Clethra alnifolia 'Ruby Spice' Shademaster Honeylocwst 3.W CLEain'RS' 12 Ruby Spice Summersweet #7 CORsto'AF' 10 Comus stolonifera'Arctic Fire' Arctic Fire Dogwood #3 ILEveeSW 3 Ilex verticillata'Southern Gentleman' Southern Gentleman Winterberry #3 ILEvert'WR' S Ilex verticillata Winter Red' Winter Red Winterberry #3 MlCdec 12 Microbiota decussate Siberian Cypress #3 RHUaro'GL' 7 Rhus aromatica 'Gro-Low' Oro -Low Fragrant Sumac #3 NEVERCUT MAIN LEADER RUBBER HOSE GUYWIRE — REMOVETOP50%OF BURLAP 8 TWINE AND WIRE CAGE 23' OF MULCH FORMED IN CIRCULAR SAUCER KEEP MULCHAWAY FROM TRUNK FINISH GRADE WOOD STAKES (3)AT 120 DEGREE SPACNG III L IIII DRIVE STAKE 24' INTO SOL BALL DIAMETER TO COMPLY WITH MIN. GUIDELINES AS SET FORTH BY THE AMERICAN STANDARDS FOR NURSERY STOCKLATEST EOIrION THE LENGTH OF HOSE USED MUST BE LARGER THAN THE CIRCUMFERENCE OF THE TREE TRUNK TURNBUCKLE W/ 4" MIN TAKEUP PVC SAFETY SLEEVE Irr DIA.,T-W LENGHT MIN. NOTCH OR DRILL 1/4' HOLE THRU STAKE 2' FROM TOP TO CONNECT GUYWIRE PLANTING HOLE SHALL BE APPROX TWICE THE DIAMETER OF THE RGOTBALL. BACK FILL WITH EXISTING SOIL WHEN AVAILABLE SCARIFY 4' DEEP AND RECOMPACT NOTES 1. PROVIDE MULCHED CIRCULAR SAUCER FOR INDIVIDUAL PLANTS 2. PROVIDE FIRM WELL PROPORTIONED ROOTBALLS. CRACKED OR MUSHROOMED ROOTBALLS ARE NOT ACCEPTABLE, 3. THE 1ST ORDER LATERAL ROOTS ARE TO BE PARTIALLY EXPOSED PRIOR TO DIGGING TO ESTABLISH DEPTH OF HOLE WHICH SHOULD NOT BE DEEPER THAN ROOTBALL DECIDUOUS TREE PLANTING DETAIL SCALE: NONE SPREAD SPACING SEE PLAN INSTALL 23' OF MULCH KEEP MULCH AWAY FROM TRUNK A FINISH GRADE Hill Ilil Fill-,-lT III IIII = II -IIII I r l c3 PLANTING HOLE SHALL BE APPROX. TWICE THE DIAMETER OF THE ROOTBALL WHEN APPLICABLE. REMOVE TOP I/3OF BURLAP INCLUDING PNWE OF BALLED AND _ BURLAP PLANTS. REMOVE COMPLETE CONTAINER OR PEAT NOTE POT FOR CONTAINER BROWN OR 1. PROVIDE MULCHED CIRCULAR SAUCER FOR INDIVIDUAL PLANTS POTTED PLANTS. SCARIFY 2. PROVIDE FIRM WELL PROPORTIONED ROOTBALLS. CRACKED OR PERIMETER ROOTS OF CONTAINER MUSHROOMED ROOTBALLS ARE NOT ACCEPTABLE. ROOT BOUND PLANTS SHRUB PLANTING_ DETAIL 2 SCALE. NONE ` inkr Design, *�+LC ' smckF$ O.E1r1&cU ti' ^„ {%Oyb4 TINS TOPOGRAPHIC SURVEY WAS CONDUCTED WITHOUT THE B04MT OF 'DIG SAFE- MARKINGS U71UTES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL INTACT 'DIG SAFE' AT 1-KBB-34h7233 BEFORE GGMMENOING ANY WORK AND 1HALL PRUMVH DMIITNO UTIJTILS WHICH ARE NOT PART OF THE DEMOLITION PLAN. 22 PeerH Strcet Ik41RywA ID' Guvid Burton VCT1 EMac 1c�'L, VT OK4MS V817nant CnHifl4A lierKuulluNrt (tl02) e07=0104 WWw.GinkgoDasignV7'.vmm ,A+'1F.OF VEgM I{ytyy�y J. B'1/. * J�* _ O E"I z Q� � w� z xz o w O DRAWN CCE CHECKED GJB SCALE 1"-20' DATE 01/23/15 roe o. 14150 SHEET C-5 OF 12 SHEETS ' 0.0 JO 0.0 0.0 0.0 0.0 QO 0.0 0.0 0.0 0.0 O. ' o.o t. O.o o.. 0.. 0.o o.o o.o o.o o.o o.o p.p p.o o.o o.0 o.o o. Io.p 1 o.o o.o o.o o.o o.o mo c.o o.o o.o o.o p.p 0.0 k10 o.0 o.° I- o. 0.o 1 0.0 mo o.o mo Lo U o.o 0.0 0.o o.o o.0 o.o Io.O 0.0 o.p 0.0 0. 6 o.o 0.0 60.0 0.0 0.0 o.o o.o o.o o.0 0.0 0. a 1 ' b.p opt O.Dp 0.D UD 0.0 0.0 0.0 0.D 0.0 1 0.p 0.0 a.p 0.0 �D.p °.D o.p 0.0 0.0 0.� 0.o 0.0 o.D 0.0 o., us I., 13 t � 0.0 nb 0.0 0.0 0.o o.o `• FOOT CANDLE (h) of fY %.LUMINANCE (TWICAL,� fY',s 3 °o o.o o.o co WMEEN PER SO.Ff.) :�o�T�Ri,.. sy D �).-' i 0., o. 1 s s 4' Jt; i Yd; l k; o.,' 0.0 0.0 0,0 0.0 o' kti �4 ng a. e s i' Dt'4`a W o.11 °a.0 o.a mo o.o ❑ 0.0 0.0 0.0 o.D ti- - 0.0 0.0 0.0 0.0 1 .¢�, 4. h 0.1 �l .;. ',`R'�, 5' � El 8 10.1 0.0 0.0 0.0 0.0 / 1 0., U., 1 d`Q�8 - 7'(? .3 10. mo 0,0 O.o 0.0 0.1 0.1 ${QY 0.° 1 I. ' ,y:. _.. :, ,;''its'>^`.` ❑2 1❑ p o., fAL t ii: 0.3 Z uo &0 0.0 0.0 o.t 1 El N � p �,.]' 0.0 0.0 1,0 0. 0., 1 0.01 0,0 0.0 00 0,0 0.1 5 ?; 6o.o ao t3 1 nFs�r,� • cai, 3; ❑2 ❑1 'I r? 1 JF 0.0 0.0 0.0 O.D %,a 0.0 00 mo Sa O.o 0.0 mo 0, El rk,� 1 0.0 ob 0, `M1 o.z 0.z 1 0.0 0.0 0.0 0.0 9 0.o o., 0.1 0.o 0.0 0.0 0.0 0.0 a' 0.0 1 0.0 0.0 0.0 0.0 0.p 0.0 0.0 0.0 0.0 jo a 0.0 0.0 0.° b4 0.0 0.0 0.o 0.0 o.a , LIGHTING PLAN \RZ5,SCALE Y - 20' Graphic Scale feet 20 0 20 40 80 80 SLIM12 •xxde..xaP °x<rde, r.nn«nm wx<m°Ni«« uL Lwrp: sndrm„rx,..,wwn s.dwwra �na,eroxum 13m;IN<I tlxprt:uly. hpreww'Pnaiu, n0y el IPee bJUNwm nmlx. LER Nuerd�b, b+FIatEO. uiww end Irn.a• wlrrstl v��a.ecen adea rn e:s• unwn[yu 21- °°pan imp BPS �.Ds,x,a� e,. ��.er..mn.Nm� Th mNmuem.m~Irp kmywmux 4�0•F,.W'p wYeN.rx° r, aFl.rm:x,r.nwmm.® auttkr Me,rlMly rN [rvralAk{1<n Mm Pr.udc� dlo-wxxunrw nw. np. �� ,md exxm.mmryPaewsy,w xoFen�»mw�Lwarw mww �SO`PBS ,. SLIM57 �� dx..x.ee,mwdr e«n nlme xesa mry UL T..n.«• aP..mwrlw Suuarp lw rw�mceWm NY Noum onM. Dngx] b r,Pmw RBe NIDNP3.w1acN. UOUi in N+ewpwwuuM.xr'WM N.cpr¢hM BLED• eaW rren�tl,.vmmFehn nmo dl rae n�w••,d rlx. Ldw. eemrcn en"`Mmm".dm w"pOom,•c.yrra r.yym L� mrr.mPmpa epsB< cararxy.l,lxxnr ccn: inr nemnym u.trp •mmpxeW n q+0'F.ep'C 9uX.ba ra uu�80'C It W'i l .rwrx, Mnlx,i,r«. lxxrml �O.rn.rn P� /�� +prnrr' WTI YYme arFW Nre.�« wmeum. I: xosLMe«m.mtsrw 3 wn M u•a b names Ie,YIW head adwa wr•a 9Frcw.wWm,op.N[. r.rr munenmenmM N�+um�baNi .� l000«+w culrex .nm.mX.mnm, DaemBrorx. xd srmm. m roc m,],. nenY n.�.. T�n'e pmdwm an M Ocdpn 1pM. Cwemum (Lip; Q•IA.'n Nc.u¢r LM.M mcpplG M iahrn Ywn o¢ wx[xu0n«. n �ry yP•n q� Sry ir°WrW� lu�re�Pma Tl.lu<dJuueru .'nr enwn nn ]mx.a Icrw. re w Pxb] Orrm.e+� wye,rw All I r bwl R.cp d' ,moue 1puNp mJdz'In*r pe..0 bxk yc. m N nu(•1 m.uu r x W P°mmww pbroFrrmue� dNvm 91..n urn �ca¢.pam.q ,.. wnob ann w.n pOmdYN huhm s"c�.dm:'I.m�yd.erb. c.a« e yroeua le cn tlw p.N¢, LRMe Ca'.mum ps4nx he uY Lmtelx m.YpW MM¢«I •vamh4 «c«wnsr [tlW. F�pn.d W .M penm OrN ro.n.ueauero ALED4T78 .. uL Lamp: snilnhw r¢.rxw:.m.w«.rr,lunL D. wwwl,mamlawrP, m.,. h.«,md mwrmmJ xn Rd.aY°w^mOwaeWtlOn ESDAe]rc.ulm :n.r,orrv=.bncwcxno.n..rar,.< Oaer cwxWxi�: mm EF«aimep a.Jn'mv ppneuun. rw,n..orwle.;`ow. ml<vla«ncm�rma.dmma.,pXo a�:ne.a.a M�4in�aeial+rraa.emGnw�oi[amreM'of e«mcN�Me emiw•ammpwm,u rwu ¢pN rm W' b 1 mn ama. Tn iWBM CII wN[s yaergro]. ma,lnlnrne,r u.r W.9B renN a CL�Ia •q«,pum: [YA 1,11 Jr. An•run a.u'.iu Jev GyPvwlI-awvrw wcrmmmcgmswd S1Na Lpnm0liRl,hyaF4 /WRC; e.S]'-3Wtl. Ba181 mueunP. tmu nyicuNM1 anp-LY Lb>n SpeaJ¢.w..um rmmluud eoyrmmx,ne Con ar: Nvµ Ga210Lan\,doary �nmmip.wmullaxpwum WfnMr<nn P<uJwwce•inp. j a rax,xvnzn Nam .mw•+.n upammrwe�n w•c avwrvrrynwn. emlMx,]IYYemx b,.]In� prdla, i xdw,..x,avpcab,,. ap. P,nmae.: enre.Wwx;°,. pdtl WwlMre,Wn¢ rorn.mnym.mz wn .pnmHO'Fono'c mxn.r�[wcrrn.nu � rwse wmiem'e lmh m xnnnew °mmx feral. fi«eTWlna.yy: pxcrosm]uvnw. SITE LIGHTING SCHEDULE SYMBOL LABEL CATALOG 1 DESCRIP71ON FHEIGHT IXTURE COUNT RAB UGHTING 12 WATT • 7 SLIM12 WALSHACK, RAS SUM12. FINISH MATERIAL TO BE 8 5 DETERMINED BY OWNER. RAB UGHTING 57 WATT 2� SilM57 WALLPACK, RAB SLIM57. FINISH MATERIAL TD BE 1S' e DETERMINED BY OWNER. RAB UGHTNG 78 WATT • 3❑ AIED4T711 WALLPACK, RAB ALED4T7& FINISH MATERIAL TO BE 15' 1 DETERMINED BY OVMER. STATISTICS DESCRIPTION AVERAGE MAXIMUM MINIMUM AVG/MIN MAX/MIN PARKING AREA 0.-fc 1.-1h 0.1 h 8.8 107 SITE LIGHTING SCHEDULE 2. ANCHOR RODS (4 REO'D) HE% NUTS (4 REVD) BASE PLATE I PLAIN WASHERS (4 REDID) GROUT AFTER POLE IS - FOUNDATION LEVEL SET AND PLUMBED HEX NUTS (4 REO'D) BOLT VIEW BOND GROUND ROD TO LIGHT STANDARD AND EACH RACEWAY WITH 08 CU YIN. FOUR 1'0 ANCHOR BOLTS WITH 4' HOOK. BURR THREADS AFTER SETTING POLE BOLT TEMPLATE BY POLE MANUFACTURER. GROUT AFTER POLE IS SET AND PLUMBED. FINISHED GRADE RIGID STEEL CONDUIT - EXTEND MIN. 10' OUT OF PIER. USE STEEL TO PVC CONNECTOR, THEN RUN PVC NO CLOSER THAN 10' To NEXT PIER. SCHEDULE 80 PVC RIGID STEEL. ELBOW 7 µ TIES • 12' OC (BY GC) 1/2'0 MIN. COPPER CLAD STEEL GROUND ROD MIN. 2' BELOW BOTTOM OF PIER (BY GC) 2'-0' 1'0 BOLTS TO BE ON 1 1/2'0 BOLT CIRCLE 1/2'4 GROUND ROD 0 1' RIGID STEEL CONDUIT o 6' SQUARE BASE PLATE OPENING PLAN VIEW AREA LIGHT MODEL A1E04T78 BY RAB LIGHTING NEW RAB PS4-11-1502 LIGHT POLE WITH 15' NOMINAL MOUNTING HEIGHT E COVER 4r-,. SECTION NOTE: 1.) CONCRETE TO BE VAOT TYPE II, CLASS S. e• EDGE ( r3-'\ LUMINAIRE DETAIL G-B N.T.S. THIS TOPOGRAPHIC SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF 'DIG SAFE' MARKINGS UTILITIES SHOWN ARE NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT *DIG SAFE' AT 1-SW-344-7233 BEFORE COMMENCING ANY WORK AND SHALL PRESERVE EXISTING UTILITIES WHICH ARE NOT PART OF THE DEM04TION PLAN, TV'� NO. 4496 DRAWN CCE CHECKED GJB SCALE AS SHOWN DATE O1/23/15 B ND. 14150 sneer CF T2 SHEETS 7 11ElLAND MUNDARY`1,�•�-" (SEE NOIRES) \ \\\\ \\\ \\\\\\ \\ \\\\ \ \ \ \ - \ - \ we \ _.--_\ 1 `\ `�\ (TWICW SEE OETAII)VM,JJ`V� / a� EPSC PLAN C77 SCALE 1" = 20' Graphic Scale feet 20 0 20 40 80 80 EROSION CONTROL 1. General Not.. a. The Controctr whdl construct and maintain all roelan measures In accordant with the 'Vermont Handbook for Erosion Prewntbn and Sediment Control on Construction Sits,, cement edition. 2. Construction Sequence a. The Contract- shell be repanabo far eslabliehing all erosion call meawraW that ore neaeseary to minimize ercelon. The Contractorshot haw rook s, control matrble and Inst Nen ation equipment an site at all limes. b. Silt fences shall be IrWdIetl along the boss of the BI Naps.. This shall ramoin In place until the project site has been stabilized. Install hay bales in grass -lined .odes 50 feet an center to prewnt sit from washing Into the drainage system during conetwctfon. Hay bales Mall be removed when wgetallcn I, eetablIWWJ. c. Duet What$ be controlled through the applicotian of calcium chlorWe or water. d. Escowted material from earth escowtlon and ditch digging shall be disposed of off-elt, or used far project RI mat aid if determined wRdA. by the Owner'. Reproseelatiw I. All tomporory wrosbn control mecwrol requlrstl for any proposed winter work shall be Installed prior to October 1. These measures shall be in place prior to the commencement of any sits work or earth-moOng. 3. Temporary Meawrse I. Sill Fence, - The Nil fwce, shall be conetmeted in accordance with the cInstruction detan. The fence Mail generally be placed 10 feet from the ice o/ the slope - as shown on the plan. The ends of the fence shall be placed uphill to form a horseshoe shop, to trap all w,,H. The Wit fences Moll be Inspected periodically for damage w buildup of sediment All damaged Wit fence shall be repaired 0, replaced. Sediment =Wt. shall be amowd from the fence as they accumulate and placed In an area where there 1, no danger of further erosion. b. Erosion Matting - EraWan malting shall be placed an all g... w-lined weal with profile grades wsceadlnq S.OX and M I be placed and mulntalled In accordance with the Vermont Agway of Transportation standard Specifications Section. 554 and 755.07, c. Dust Control - During construction, duet will be contlAW:1 with water distributed by a truck -mounted spray bar. At the direction of the Engine-, Calcium Chloride AASHTO M 144 may be used. d. All :loakpte material (topwi. borrow, etc,) will haw a hay law die or sit fence anew ted around the perimeter. Seed and mulch stockpile malrhl a poselbl. to prewnt all orcelon and eedknwnlation off sits. Locate stockpiles ontheuphill Bide of tllsturbad area,, If possible. During windy conditions, Wockplled matrld shall be covered r watered appropriately to prewnt wind «celon. a. slop.o greater than 1:3 .hall haw .r"*n control netting Installed to stabilize the slop, old reduce the «Delon potential. Instal netting over mulched .lopes so that Doll Par Mwn full tact with the wall and mulch. PM netting with wire staples 3 feet c g with ell surface. 4. Permanent Measure: a. Gran Lined Swalow - All ,wale. that are not etons-Ilned Mall be topeoll,d, seed,d, frtillzed and mulched. Any area which Mows sign. of or Ion shall be reseeded Immediately and maintained until permanent ve,;W,tion Is established. b. Stone Lined Swd.s - Swain Blow wim .tons per the approprlate dotal'. The fired swtlon shall ,tend up the .Ids elpe. to the design depth. The adjacent earth abow the .lane may be vegetated r otherwise protected. c. Restorotlan - As each do construction N completed In a glean ore., It .It be lopeolled, wsetleA, iwtnI.W and mulched. The topw0 shall be submitted to the Extension SerNce for onolwlw. Fwtilizw shall be applied at approximately o rate of 400 pounds per acre depending on wi analyst,. If nece..cry. Ibna Moll be applw to the tpeat to produce o .oil PH of appro.ImolNy B.O. After the finished grade has been established and the fertilizer spread, plant the wpeclflc weed ml.ture Old work firmly Into the ell. Apply read an the prepared .wed bad with opprowd mechanical seadrs raw, hydrowe"ing equipment. Upon c—Plolion of the abow planting mechanical roll all , I-Ang the surface of all ea true to grade, smooth, and free from hollow. or other Irregularities, Thoroughly water all newly planted areas Immwdlatwy after planting using a floe payProtect banks and swore hare erosion and repair erosion that occurs. Banks, lee or other graded owe that how been washed out or haw become damaged shall be repaired Immediately. Unless pprowl B granted by the Engineer to plant off eeaean, seeding will be conducted only during the prod from April April 15th to October 15th. Seeding Mall not proceed befog Other ph.wes of ma work haw prograseed-M.I.nUy and Mall not Intrfre with other ph.... of work After weeding, mulch Mall be pilled at a rote of 2 tons per care. 5. Winter Construction a. If due to the Project wahedul., construction during the winter month, le necessary, the contractor Mal follow the winter construction procedure. outlined! In the 'Vermont Handbook far SIR Eroslon and Sediment Cantrd on Construction Sltwi I. Minimize disturbance between October and May. If. NI w Wlon control measures Molt to In plow prior to the ground freezing. 111. uulch :hall ba applied to all disturbed area at a rate of 90 pound. per 1,000 square feet. The Contractor Mall maintain all owe that are mulched unit permanent wgelatlon can be established. S. Mainlenonce, Guarantee and Acceptance a. The Contractor areas, be I.op nelbe far me e and maintenance Ind .gel watring of :sh ceded s, until the eding Is Inspected and accepted by the Owner. b. Reseeding hall be done until all aroom re cmpletelyyo c ed with a mature .told of groan. An arm Mrall be onslded ool when m lks surface contain, a du a stand f prase. Moos that, in the pinion f the Engineer, or* meal—r"'tlyy wetl. Main De rpl�a." up, floe graded, %er�Nizad and rdetl In the ..Ming plaealfletl mo%zlously, • $sing caution not to coon damage to new - C Maintain and gurontee all seeded area unit weplan-. LEGEND we we SUBJECT PROPERTY UNE OTHER PROPERTY LINE ------2T0---y--_ EASTiNG CONTOUR ^�"1 EASTING TREE EXISTING TRFEINNE - - - SILT FENCE ..................... EROSION CONTROL SOCK 01 I INLET PROTECTION DRAWN CCE CHECKED GJB SCALE I - 211 DATE 01/23/15 joo NO, 14150 SHEET 9-7 FLOW ANCHOR FARM WITH SOIL, 6 MIN. OEPTN , AMP AND B LL HARDWOOD POSTS O 8' O.C. MAX. NOTES 1. SILT FENCE SHALL BE INSTALLED & MAINTAINED DOWNSLOPE OF ALL DISTURBED AREAS & MATERIAL STOCKPILES TO PROTECT UNDISTURBED GRASSED OR LANDSCAPED AREAS, ROADWAYS OR WALKWAYS. 2. NO CONSTRUCTION ACTIVITY OR TRAFFIC SHALL BE ALLOWED DOWNSLOPE OF INSTALLED FENCES 3. END SECTIONS OF FENCE SHALL BE ANGLED UPSLOPE & SHALL EXTEND BEYOND THE DISTURBED AREA SUCH THAT ALL SEDIMENT, SILT OR DEBRIS IS CONTAINED. 4. INSPECTIONS & MAINTENANCE SHALL BE PERFORMED AS REWIRED UNTIL PERMANENT VEGETATION IS IN PLACE & THERE IS NO DANGER OF FURTHER EROSION. 5. SILT FENCES SHALL BE COMPLETELY REMOVED FOLLOWING ESTABUSHMENT OF PERMANENT VEGETATION. n SILT FENCE DETAIL N... EDGE OF PAVEMENT INSTALL B• X 6' PEA STONE EDGE FILTER WHERE PARKING LOT ABUTS BASIN (REAR BASIN ONLY) 4 MIN. TOPSOIL, SEED, FERTILIZE Alm MULCH PER SPECIFICATION ALL AREAS) (TYPICAL. DISTURBED TOP OF BERM (SEE PLAN) INFILTRATION BASIN EX._ (SEE PLAN 1 1/2 - 3" DIA. CRUSHED STONE P OME APPROPRIATE TRANSITION I" MINIMUM EXISTING �G.ROUN.D OR CROSS SECTION FILTER FABRC BETWEEN CRUSHED SUBGRADE STONE AND EXISTING GROUND NOTES: 1. APPLY SLOPE STABILIZATION TO ALL DISTURBED SLOPES 1:4 OR GREATER NOTES; 1. THE ENTRANCE SHALL BE CONSTRUCTED PRIOR TO INITIAL USE OF THE STAGING AREA & MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO THE PUBUC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TON DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT TRACKED, SPILLED, OR WASHED ONTO THE PUBLIC RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 2. THE USE OF CALCIUM CHLORIDE OR WATER MAY BE NECESSARY TO CONTROL DUST WRING DRY CONDITIONS �21 STABILIZED CONSTRUCTION ENTRANCE °-' N.T.S. 2. PREPARE SOIL BEFORE INSTALLING BLANKETS INCLUDING ANY NECESSARY APPLICATION OF LIME. FERTILIZER. & SEED (SEE RESTORATION SPECIFICATION). 3. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6' DEEP X e• WIDE TRENCH WITH APPROXIMATELY 12. OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12' APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL & FOLD REMAINING 12• PORTION OF BLANKET BACK OVER SEED & COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12• APART ACROSS THE WIDTH OF THE BLANKET. 4. ROLL THE BLANKETS DOWN THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN WIDE WHEN USING OPTIONAL DOT SYSTEM, STAPLES/STAKES SHOULD BE PLACED lRIR0UG11 EACH OF THE COLORED DOTS CORRESPONOWG TO THE APPROPRIATE STAPLE PATTERN. 5. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2-5- OVER DEPENDING ON BLANKET TYPE TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BONG INSTALLED ON TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 6. CONSECUTIVE BLANKETS SPUCED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3. OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY I APART ACROSS ENTIRE BLANKET WIDTH. 7.IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6' MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. n SLOPE STABILIZATION DETAIL G-eiq. M. 3/4• TO I-1/Y CRUSTED STONE MIRAFl 14ON FILTER FABRIC SPACING VARIES DEPENDING ON CHANNEL SLOPE MIRAFl 140" -' SECTION B-B FILTER FABRIC NOTES 1. SET SPACING OF CHECK DAMS TO ASSURE THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT SAME ELEVATION OF THE TOE AS THE UPSTREAM DAM. 2. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT CUTTING AROUND THE DAM. 3. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE 4. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. STONE CHECK DAM DETAIL o-aN.T.S.- INLET PIPING AS REWIRED (SEE PLA (SEE PLAN) NEW PRECAST CONCRETE OUTLET STRUCTURE (SEE DETAIL) INSTALL HOOD OVER OUTLET TO RETAIN FLOATING CONTAMINATES (APPROPRIATELY SIZED BMP. INC. SNOUT OR APPROVED EQUIVALENT) 24' MAX. CENTER NOTES; NORTH AMERICAN GREEN S15OBN OR APPROVED EQUIVALENT (INSTALLATION & STAPLE PATTERN PER MANUFACTURER & SLOPE REQUIREMENTS. TYPICAL ON ALL DISTURBED SLOPES) EXISTING GRADE (TYPICAL) OUTLET PIPE (TYPE. SIZE. SLOPE & INVERT PER PLAN) ��/�_IV('MIN.','r)EXTEND STONE SPLASH PAD LAN SPLASH PAD TO LEVEL SPREADER LIP (SEE PLAN) MIRAR 5DDX STABILIZATION -� FABRIC (OR APPROVED �1 EQUIVALENT) UNDER ALL STONE SECTIONS AGRI DRAIN ANTI -SEEP COLLAR (OR APPROVEDEQUIVALENT) SIZED PER PIPE EXTEND FABRIC 12• MINIMUM BEYOND TOE 0 SLOPE, EXTEND RESTORATION BEYOND FABRII TO UNDISTURBED GRADI 1. CONSTRUCT STONE SPLASH PAD & LEVEL SPREADER SECTIONS ONLY WHERE SPECIFIED & TO THE SZE & SHAPE INDICATED ON THE PLANS, 2. THE LEVEL SPREADER SECTION SHALL BE CONSTRUCTED WITH Oi GRADE ACROSS THE FULL WIDTH OF THE LP & ALLOW NO CHANNEUZED FLOW OVER THE RECEIVING SLOPE 3. THE RECEIVING AREA SHALL BE LINEARLY GRADED PERPENDICULAR TO THE SLOPE & SHALL BE STABILIZED WITH THE APPROVED FABRIC & RESTORED PER THE SPECIFICATION. 4. THE OWNER SHALL INSPECT THE INFILTRATION BASIN A MINIMUM OF TWO TIMES PER YEAR. ANY SEDIMENT THAT IS ADVERSELY IMPACTING THE INFILTRATION RATE OF THE BASIN SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED LOCATION. THE LEVEL SPREADER SHALL BE CHECKED TO ENDURE IT IS FUNCTIONING PROPERLY. ANY EROSION SHALL BE CORRECTED IMMEDIATELY. ( INFILTRATION BASIN SECTION c-eN.T.S. APPROVED PREFABRICATED EROSION CONTROL SOCK HARDWOOD STAKES O t10' O.C. PRODUCT (SEE SPEgFlCATONS) (WHERE APPLICABLE) REMOVE ACCUMULATED SEDIMENT AREA TO BE PROTECTED (NO CONSTRUCTION TRAFFIC) CURB INSTALL SAW -HORSE TRAFFIC CONTROL W/lEN BARRIER, 7YP.:YTRANS 704.02C 1-1/2• STONE WRAPPEROAT IN MRAFI 14ON FABRIC TO CREATE A FILTRATION BERM 6' HIGH MIN. PAVED AREAS MAIL STAKE SPACING 3' I FRAME CATCH BASIN GRATE n , -HARDWOOD STAKES LAWN AREAS GRADE NOTES 1. INLET PROTECTION SHALL BE INSTALLED & MAINTAINED FOR ALL STORM DRAINAGE STRUCTURES SUBJECT TO RUNOFF FROM THE CONSTRUCTION AREA 2. INSPECTIONS & MAINTENANCE SHALL BE PERFORMED AS REQUIRED UNTIL NO SOURCES OF SEDIMENT, SILT OR DEBRIS WITHIN THE CONTRIBUTING AREA n INLET PROTECTION DETAILS °-6 N.T.S. MAX SEEDING SPECIFICATION URBAN MIX GRASS SEED x BY WEIGHT LBS. LIVE SEED TYPE a: SEED PER ACRE 37.5 45 CREEPING RED FESCUE 31.25 37.5 KENTUCKY BLUEGRASS 31.25 37.5 WINTER HARDY, PERENNIAL RYE IGO 1200 LIVE SEED/ACRE FFRTLIER - 10 RS PER 1D00 SO FT SPRING SEEDING FALL SEEDING LIME - BD LBS PER 1000 SO FT DOLOMITIC GROUND LIMESTONE NOT LESS THAN 85% OF THE TOTAL CARBONATE 449EMIINNILMUM APPROVED TOPSOIL WITH AN 110-901 COVER APPLY BINDER ON NETTING AS NEEDED 'a ACCEPIANCE (IF SEEDING TIE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE AND MAINTENANCE, INCLUDING WATERING, OF SEEDED AREA UNTIL THE SEEDING IS INSPECTED AND ACCEPTED BY THE OWNER. INSPECTION SHALL BE MADE AFTER THE SECOND MOWING. THE CONTRACTOR SHALL NOTIFY THE OWNER 48 HOURS IN ADVANCE WHEN THE SECOND MOWING IS SCHEDULED. RE SEEDING SHALL BE DONE UNTIL ALL AREAS ARE COMPLETELY COVERED WITH A MATURE STAND OF GRASS. AN AREA SHALL BE CONSIDERED COVERED WHEN THE ENTIRE SURFACE CONTAINS A VIGOROUS STAND OF GRASS AREAS THAT.IN THE OPINION OF THE OWNER, ARE PREDOMINANTLY WEEDS SHALL BE TILLED, FINE GRADED, FERTILIZED AND RE -SEEDED IN THE MANNER SPECIFIED ABOVE. n SITE RESTORATIONi o-a SILT FENCE STOCKPILE MATERIAL ENTRANCE n STOCKPILE EROSION CONTROL ta N.T.S. ¢ MINIMIZE IMPACTS TO COSTING GRADE I ADJACENT LANDSCAPING SWALE WIDTH VANES (SEE PLAN)I TOON t 4' MIN. TOPSOIL, SLOPE STABILIZATION FAERIB MIRAFI 5DOX OR EQUIVALENT RESTORE PER DETAIL 1 STABIUZATION FABRIC 1D DRAINAGE SWALE SECTION c-6I�. *(' N0. 4496 DRAWN CCE CHECKED GJB SCALE N.T.S. DATE 01/23/15 JO NO. 14150 SHEET C-8 OF 12S.EETS GENERAL SPECIFICATIONS ZStandard Spsclflcations shall refer to the City of South Burlington and the ant Agency of Transportation Standard SpeciRcations for Construction (Current Edition). All .ItOw.,* shall ciao be cmple,tod In accordance with the City of South Burlington's Public Works. standards. My dlscrepand- with the plane or specifications shall be roparted to the Engines, prior to beginning that work. A. Earthwork 1. The site shall be cleared of alis l a and vegetation. and all topsail shall be stripped prior to placing any fill malrlal. Used, and vegetative shall be disposed of at an approved off -eel location. 2. The excavated material from an site shall not be used within five feel (5') of the buildingOr under parking lots, roods orsltlewalks. Generol Imported fill material shall net be larger than two Inch.. (2') or have men. than 2OX .... .In the .0 200 ells w. Alwexcese excawted malrlal Mall be disposed of l -proved off B. Paved Areas 1. The eubgrade shall be prepared in ..cordon- with Section 203.12 of the Standard Speclflaatlons. 2. Crushed gravel for Subbase: All material, Mall be secured from approved eve This gravel shall c... let of angular and round fragments of hard durable rock of uniform quality throughout, re .ably fro, from thin elongated piece,, soft or disintegrated stone, dirt, Organic orolh. objectionable matter. The grading requirements Mall conform to the fallowing table (Section 704.05 - Fine): S tew Desl Y gnation '-'-to"by Weight P-sing Sq .r. ..on Sieves 1 1/2 90 - 100 No. 4 No. IOU 30 - 60 0 - 12 No. 200 0 - 6 The cashed gravel shall be compacted to 95X of the maximum cry density as determined by AASHTO-T99. 3. Donee Graded! "orsdi Stan. far Subbase: Done, graded caeh,d ern.. far subbase shall consist of dean, ham, uniformly graded. ruched atone. It Mall be ra.- W free from dirt. delatriwe material and plot.. which are structurally weak and shall inset the following requirements (Section 704.06A): a. Source: This malarial shal be obtained from approved sou rtie and the or,, from which this material 1. before blasting. obtained shall be stripped and cl,.ed b. Grading: This matrld Mall meet the raulremenle of the fallowing table: Percentage by Weight Sieve D'.;9nalow pa owing Square Mesh SO— 3 1/2' 3' 100 g0 - 100 2' 75 - 100 60 No. 4 - 30 60 15 - 40 No. 200 0 - 6 4. Granular B.Ck"f: Gro..lw Backflll shall cw,i,t of ices draining granular moterlol satisfactorily graded, re nobly free from loan, .Ill. clay antl organic matwial, and meeting the following crlteda: Percentage by Weight Slew Deslgnatlw Passing Square Mesh SI.. 3• IN 2 1/2' 90 - 100 No. 4 No. 100 No. 200 45 - 75 0 - 12 0 - 6 5. Compaction of Granular Back"I: Granular Backfill Whall be pla-d In 6• maximum vertical Ilfta and patted to not lose than 95X of the maximum ary density of the moterlol at Me optimum moisture content ae established by the standard proctor test (ASIM D898). 6. Stabilizaton Fabric: Stabilization fabric where required by the Engineer shall be MIRAFI 500X or equiwlwt. The fabric shall be Installed in accordanto with manufacturer's requirements. C. Drainage Syetems 1. All culvert, and storm drains shall meet the roWlmmenle of Section 601 of the Standard Specification,. 2. At the Conac ttor's option, the Waxing materials may be used for the strm odrainage. a. Polyvinyl Chloride pip, conforming to ASTM Specification DWW F679. (PVC) sewer pipe and fittings SDR 35. b. Reinforced conaete pipe meeting the requirement, of Section 710.01. I. Carugated Polyethylene pipe meeting the requlremenls of Section 710.03. D. Concrete Sidewalk: All concrete sidewalk. Mall be placed to the lines and gad- eetabllMed in the plane In accordance with Section 618.03 of the Standard Specifications. Wheelchair ramps shall be constructed In accordance with VAOT Standard Growing C- 3. Use Close A Concrete (VAOT 501.03). E. Grout 1. Material, a. Grout Mall consist of One part Portland cement to three parts fine aggregate by volume. b. Me aggregate Mall mat the requirement, of the following table: Percentage by Weight SI.ve,ee6lgnotl. Posing Squ'� Mean Siewe Na. 4 95 - 100 Na. 16 50 - 80 No. 30 25 - 60 No. 50 10 - 30 No. 100 2 - 10 c. Water Mall be dean. dear, suitable for drinking. F. Grading weds to be paved: 1. Perform all rough grading. including excavation. formation of embankments. shaping, sloping, compaction, camtruatt of ditches. disposal of surplus or unsuitable material, and cry work noceeary to prepare the wbgraaes of all roaawdye, walks and parking aroma. Grading shall be brought to the bottom of the base course under paved w ,urfaced spa and to within a minimum of 24 Inches of finished grade under old, slopes and/or embankment eras to receive loam along roadways, walks w parking area% 2. Accomplish all ava,vation and fill within the slope and grade line, a Indicated an the Drowinge unless othrwiso autho,bod In writing by the Ownr. Parking lot, shall be graded to full arce, section width at eubgrade before placing any type of subbase or pavement except that partial -lath construction ie permiesble whore necessary for the maintenance of traffic. 3. Do not use frozen material in the construction of embankment, and do not place embankment, or successive layers of Indbankmwt upon frozen motMd. 4. Place all e,bwkme,t matwial In hard-tal laywe of uniform thick.,,, across the full width of embankment excel when It is Impractical to construct full width of the smbonkmwt and partial width layers ore authwl,,d by the Owner. Do not allow or place stump% trees, rubbish I, other un.it.Me material In embakmwts. B"In Where of embankment at the despost part of the "I. 5. Areas of soft, yielding or otherwise unnewitoble matwial that on not meet compaction re ulremwts shall bs removed, replaced with oultable material and property compacted at no cost to the Owner. 6. Place embankment, far paved or surface or,,, in horizontal layers of depths which win result in layers of compacted material not a c Oding 8 Inches. Compact each layer as specifiedcing before plaeach n w layer. Use .1f..4- spreading equipment On wch layer to obtain uniform thickness prior to paling. Each layer shall be kept woened to shed watt to the outside edges f embankment and continuou Cws I.wIIng and manipulating will be r,i.Ved to assure unifomn al-Ityy. atruction ,Wivmwt shall be rwted uniformly over the entire surfoc, of soch layer. 7. If, during the construction of the embankments, there la any Indicotlor that serious bulging, cracking, or unstable, -vem,nt may occur, the placing of 611 Moll be stopped or retarded to allow the material to stabllze. 8. NI owoles and dams shall be c w"Itea so they will effectively drain the roadway or parking lot before any subbase 0,face counes material I, placed. In handling materials, tad, and e,fulpment, the Contractor shall protect the wbgr,d, from dmaga. In no wee Mall vehid,e be allowed to travel ki a single track and torn rule. If ruts are formed, the wbgrads Mall be r..h.pW and empacted and any packets of clay, sand soft material that may haw beep [.it In the subgrade Mall be oved, replaced with approved moterlol and properly compacted at the Contractor's espouse. The ..bgrade shall be kept In such condition that It cull drain. Subb..., bee. ar surface material Mall not be deposited on the -.grade until the wbgrads has been checked and approved by the Owner. After the subgrede has been approved. hauling shall not be done a equipment moved overthe wbgrads which will dWt,,t the a section. A tdrace of 1/2 Inch .bow r below the finished su.grade will be allowed provided that this 1/2 Inch .box, or below eubgrade Is rat malnlalned for a distance longer than 50 feet, and that the mWired cross section Is maintained. G. Compaction: 1. Gourd: Control sell compaction during canslruclian providing mini m.. percentage of density specified for each red classification. 2. Percentage of Maxknum Density Requlremenla: Compact sun to not lea, than the fallowing prcwtagee of maximum dry density far ale which axi-bit a Orel-definad .lure -density relationship determined In accordance with ASTM D 2049. Lawn or unpaved areas: Cmpact top 6• of bgrode and each er of backflll a "I material to 90% maximum dry density. b. Compaction under paved and surfaced was: The entire area of such layer Mall be uniformly compacted to at last the requked maxmum density by use of compaction equipment carroloting of rollers. poctm or a binatia theraf. Earth-movfnq and other equipment no[ epsclficalll manufactured fa compaction purpoo. will not be considered as c pocilm equipment. Each layer for it, full width Mall be compacted to not few than 90 percent of the maximum dry density as determined by the Standard Method of Test fa - MolownD.slty Relations of Soils. ASTM-D698, Method C, except that the material in the to two feet of an emb,nkmwl Immediate below the eubgrade Mall be compacted to not lase than 95 percent of the maximum dry density. Th. fled density deternhllw will be mad. by o Wdlfied tooting laboratory using a nud-, dwelt, gauge. Concrete Slabs: Compact each layer of back"I 0, m,tend to 95% maximum dry density. 3. Moisture control: Where eupgrade w o toyer of son material must be moisture conditioned before compaction, uniformly apply water to surface of wbgrede. or lay. of Boll matMd, to prevent free want. appearing On surface during or sub,equent to compaction operation,. Remove and replace, a scarify and air My soil material that 1, to wet to permit cmp,cdm to specified density. H. BOWS and Fill: 1. General: Place occePtabl. Boll material In layers to require eubgrade elevation, far each spa classificatiOn Ilstad below. a. h excovatlon,, use satisfactory ....voted a borrow material. b. Under grassed weds, use satisfactory excavated or borrow material. dUnder walks and pavement, use subbase materials as shown h etails. 2. Bad("1 excavations as promptly as work Permits, but not until completion 0/ the following: a. Review of construction below finished grade. b. Testing, review, and recording locatlone of underground utilities. c. Removal of trash and debris. 3. Ground Surfa- Preparation: Remove vegetation, debris. unsatisfactory aoil m.tMd% Mstrvctlons, and deletrkws material, from ground surface prior to plocemmt of fill. Plow. .trip. Or brook up eloped -,face. eterp. than 1 vertical to 4 h.d.onlal a that fill m.tMd will bond with existing surface. Whore existing Wound surface has o density lee, than that specified under •Cmpaclion' far part) -tar arm Gaselflcatiw, break up Wound surface. pulverize, moisture-condltlOn to optimum moisture content and compact to real depth and percentage of maximum dry density. 4. Placement and Compaction: Place bookfill and fill material. In layers not more thon 8' in loose tlepth for material compacted by hsovy compaction equipment, and net more than 4• in Iwo, depth for matrhl competed by hard -operated or tampers, ,,fare compaction, moi,tw or ate each lays, as necessary to Provide op0mum moisture content Compact each layer to required percentage of maximum dry dwelty or relative dry de Ity for each a classification. Do not place back"! .. malrlal On surface. that we muddy, frozen, or contain frost or 1-. 5. No "I shall be placed withh 10' of any tree trunk without approwl of the Owner. SHOP DRAWINGS, PRODUCT DATA. AND SAMPLES PART I - GENERAL 1.01 DESCRIPTION OF WORK A. Submit Shop Drawings, Product Data, and Smpl- required by the Contract Documents. 1.02 RELATED DOCUMENTS A. The Conditions of the Contract and General ReWirem.te of the Contract Documents apply to the General Contractor. Subcontractors. m lends suppliers and all other pr,ons furnishing labor and material, under this Section. 1.03 SHOP DRAWINGS A. Growing, shall be presented In a clear and thorough manner. 1. Detons Ihall be identified by reference to sheet and colon, or schedule shown an Contract Drawings. 1.04 PRODUCT DATA A. Preparation: 1. Clearly mark each copy to identify pwU mt product, or models. 2. Show performance chwactr1.U.. and cap.dtlee. 3. Show dimensions and chen-ces re Wired. 4. Shaw wring or piping diagrams and control% B. MOn.facturer's standard edwenatic drawings and diagrams: 1. Modify among, and diogrme to delete Information which is not applicable to the Work. 21 W®®plam.t standard In r intign t. Provide infermatlon WeoNadlly dpoleable to the quark. 1.05 SAMPLES A. Office samples shall be of sufficient Ww and quantity to doorly illustrate: 1. Fu..tbnol choracteriatice of the product, with integrally related parts and attachment devices. 2. Full range of clear, texture and pattern. 1.06 CONTRACTOR RESPONSIBIUTIES A. Review Shop Drawings, Product Data, and Samples prior to submission. S. Determine and verify. 1. Field moosurammis. 2. Field construction criteria. 3. Catalog numbers and lmla, data. 4. Conformance with epeclficallans. C. Coordinate each submittal with requirements of the Work and of the Contract Documents. D. Notify the Engineer k, writing, at time of-bmis,l-, of any deviation. In the submittals from requlremonle of the Contract Dac nU. E. Begin no fabrication or work which requires submittals until return of wbmittala with Engineer approval. 1.07 SUBMISSION REQUIREMENTS A. Make submittals promptly in accordance with the approved schedule, end in such sequence as to cause no delay in the Work or In the work of any other contractor. B. Number of submittals required: 1. All Product Data 6:/or Shop Drawings may be submitted electronically s .pdf file.. Responsibilities, distribution k all other ovision. of this spepr cification remain, 2. Shop Drawings: Submit the number of opaque reproductions which the Contractor require,, plus throe col which will be retained by the Engineer. 3. Product Data: Submit the numbr of copies which the Contractor 4. Sampl.. Submit lus thn.. the number stalll be In ..d, Individual Ithe pxdfi..0 n ealiw, or as appropriateufw review and approval. C. Submittal. she,, <ortolm 1. Th, date f submission end the daces of any previous eubmiul 2. The Project IItIe d number. 3. Contact identification 4. , name. at.. . Cantered., cSupplier . Manufacturer. 5. Identification f the Product, with the sp-If .ti.n section number. 6. Flsid almwebne clearly idenlred .. such. 7. Relation to adjacent 0, arlticd features of the Wank or materials. B. Applicable standards, such as ASTM or Fedral Specification numbers. 9. Idenllficatlon of deviations from the Contract Document.. 10. Id.11flcatlon of all rovfelone . resul lttal.. 11. A blank wore for COnlractar and Engineer review stamps. 12. Contractor's stamp. Initialed or signed, certifying review of the submittal. verification of product.. field ma ram is and field construction criteria, end coordination of the hformotiw within are submittal with requirements of the Work and Contract Document% 1.08 RESUBMISSION REQUIREMENTS A. Make any correction, or changes in the submittals required by the Engineer and resubmit unll opproved. S. Shop Drawings and Product Data: 1. R.A.. Initial drawings or data, and resubmit oe .p.cif. far the Initial wbmittd. 2. Indicate any Ml which haw been made other thon lhoee reWseted by the Enginsr. C. Samples: Submit new sample, as required far Initial submittal. 1.09 DISTRIBUTION A. Distribute r,,-.ti.n. of Shoe Drowinge und copies of Product Data which carry the Engineer stamp of approval to: 1. Jab etc erne. 2. Record document. file. 3. Othr, affected contractors. 4. Subc-tractor,. 5. Suppller or Fabricator. 6. Othose as required. B. Distribute sample, which carry the Engineer stamp of approval as directed by the Engine.. 1.10 ENGINEER DUTIES A. Ill low wbmlttale with reaOn sabl, promptness and In accord with the e,tablkred project ahedale. B. Affix review stomp and Initial, or signature, and hdlcate requkements far resubmittd, or approval of submittal. C. Return submittals to the Contractor for distribution, or for rewbmisebn.. END OF SECTION DEMOLITION CONTROL PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. The Conditions of the Gan.act and General Requirements of the C..oct Document. apply to the General C..actor, Subconlracta% materld. oupplier and all other persons furnishing labor and mat.iale under this Sat;.. 1.02 DESCRIPTION OF WDRK A. Work included: Provide all labor. m,l equipment and hcid.lde arm y to accoplish the required building and vie site demolition as Indicted an the Contract Document. B. Respans11,111ty. Demolition - P.m.- All work as indicated an the Contract Documents, including the following: C. Maintain Wept -fire atmowhw, during demolition and construction phase, of this work. It will be the weelcmbillly of the Contractor to levee method, and onstmet proper b-dero to maintain won dltlon s. Method of execution shag be reviewed and approved by the Owner and/or Engineer. D. Adequate procoutlons sholl be taken to protect all personnel antl the Owner's Property during the progress of the Work. E. Methods and scheduling of work shall be approved by the Owner before execution. Coordinate all work with other Contractors. F. My hems of value scheduled for removd Mall not lave the promisee until the Owns, has directed far their storage ar been 1pprised of their solwge value d hoe oclepted such value to be credited to the Contract between Owner and General Contractor. PART 2 - PRODUCTS Not used. PART 3 - EXECUTION 301 DISPOSAL AND DEMOLITION A. Debri, a mulatian from demolition work Mall be removed at the end of each working cloy and be d p...d of r recyalad In a legally acceptable manner. END OF SECTION CAST -IN -PLACE CONCRETE PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. The Conditions f the Contract d Gen -I Requkemente f the Contract Documents apply to ers and ol tithe General furnishing , Sb lb�dtract.,.. materials under this Section. er peroOns g 1.02 DESCRIPTION OF WORK A. Furnish an forme and folcewrk equlrad for c t-In-place Ocrele shown an the Contract Drawing,, except those hems and rations epealfceelly excluded as fallow.: I. Furnishing and setting el.vee for plumbing work. 2. Fumshing and setting siesvee ton heating work. 3. Furnishing and setting Wes ws and boxes for electrical work. B. Furnish and place all steel r Infrcirg for cast -in -place prole as required by Contact Drawings, except far item. ecifi ally excluded. C. Fumish and install all concrete Mown an the Drawings and/or as specified herein. D. Install andhw bolts, leveling plot,, and bearing plates far ,tactual steel. Furnish and place grwt for structural steel work. 1.03 QUALITY ASSURANCE A. Perform all work of this aectlOn in ....rd... s with an ppli-0le portions f the American Concrete Institute 'Recommended Practice far Conte Formwork', (ACI 347): 'BuNding Code Requirements far Reinforced Concrete . (ACI 318); 'Rscmmwded Practice la Placing ReinfwcIn, Bari RSI 83�; 'Recommwaea Practice far placing Bar Suppwls', (CR 65); Manual I Standard Practice for Detailing Reinforced COncrela Strvclurea', (ACI st s); Spaciflcatlon for Structures Concrete or Buildings', (ACI '--Commended Practice Ion Mwwr.q. M,xing. Transporting and Pbcing Canarete', (ACI 304)); Lord Bulldhq Codes; as wwl8ed d racomm ded byy ACI •fl Id Referwca Manual', (SP-15). indudinq and pathos for at Woolher and Cold weather C_.,.tl.g , (ACI 305 and ACI 306) and as mwdad and supplemented by thee. SPsalBcation. B. Teets: During the r of the work, compression test cylinders Mall be made and tested by Wellnq laboratary approved by the Eng�ser. Test pveclmw, Mall b, mods. atoned and tested h co dance .Ith ASTM C31. Four test speclmma for each 50 cubic yards of con-W. a on a per day pour basis when pouring lee. than 50 wbla yards. One cyl lndr Mall be tested at 7 days and thrse at 28 day,. Teets to be performed by testing loborolory employee by Owner. C. Mix Proopportion and Design: Do.] gn mix yy spared by trial batch a field axpaHen k, acc dance with ACI 211.1 Mall be submitted to the Engher for approval. D. Rnlshd'. qualifications: Minimum of five (5) years experience On suable concrete projects. sump p raja 1.04 SUBMITTALS A. Submit Mop and location drawings for Engineer approval in accordance with Section 01340. Show size, strength, bending and location, of an bar,: hdlcate typical deem..,. lope at wnass and required acoee-lees. B. Submit five (5) capMe of Design Miz. Mix design eholl be current within the past 12 month% 1.05 PRODUCT HANDLING, DELIVERY AND STORAGE A. Deliver ad stare all products In strict accordance with current ACI r,commmded standard., PART 2 - PRODUCTS 2.01 FORMWORK A. Fammwork: 1. Studs, wales, Mores. bate., mud.ills and stakes of wood 22.. Plywad Sheath 9: Exterior Vale Dougled ass Fir PIrm doS od, 3/4' thick, B-B Plyfwm, Cl... I and 11, APA or Stmcturd 1 Plyfwm, APA. 3. Farm Tee: Bclis r od, adjustable type, designed to Is," no metal lees than 1• from Med Bnic .rote surfaces, 4. Metal Forme: A. approved by Engher. B. R.W.,cement: 1. COn.wo: Transit Mi.. Confaml to all r,ul-.nt. of ASTM C94. Addition of water to batch way not be permitted. 2. Portland Cement: Shall c form to ASTM C1S0, Tyye I a 11. Do not change sources a manufacturers. Use Type II only far concrete Wall., 3. Sand: Conforming to ASTM CM; no change In source during construction. 4. Caere. Aggregate: Conforming to ASTM C33; 1' to No. 4 Wove. 5. Water: Clan, Isar, -liable for drinkin 6. Vapor Bml.: 6 mil polyethylene .-tin g or approved 77q Exicaneon Joint Fillers; Asphalt -Impregnated fiberboard. 8. Other admixture.: Ak-entralniny admi.t.'"' ASTM C260, no other n.w.d unless w..Ifl.dly approved Inadwn<. by Engines,. 9. Concrete: Minimum compr ... I" t-41, f not lees Nan 3,000 msl at twenty-eight (28) days for all was, factings d plers; Inimum c live strength f not I... than 4.000 psi at twenty-eight P28) days forII Blabs-. -grad., con. 1. walks, curb. @ mechanical pad% Slu aP: 2' to 4• when m.c.-d! in accordance with ASTM C143. Stamp t point f elacemmt for vole canlolninq HRWR admixture (sup pr Pl..ticimc) hall rat exceed 8', after addition of admixture. or lees as roquk,d to prevent aggregate segregation. .. Proportions: In wWnce with ACI 318. C. Water -cement ratios: Min. Lo.pr...1. Strength: 3,000psI Mfn. Cement Content: 480 Ib. /yd. .Max. Water/Cement Ratio: 0.5 Min. Compressive Slrwgth: 4,000p Min. Cement Content 580 Ib./yd Max. Water/Coment Ratio: 0.4fi d. Air Cant-F. Concrete .ptct to freezing and Hawing aftw cu hg; 4% to 8x All other con--. 211 to 4i . rCncrete Mall conform to the fallowingg Sampling ASTM C172 Slump ASTM C143 Air Content AS 1N C231 Compressive Strength ASW C39 C. Curing: 1. Cure and Sooling Compound of plasticizing den. and chlorinated Aber .-forrning to requbemwts of ASTM C309 and AASHTO M 148. 2 Waterproof paper. 3. Wet sand. D. Hardener: 1. Cleo I... solution of low surface lweion training chemically active concrete cr to hardening gent. that pene.atse d r tle chemically with the see Ilme on d beow the surface to permon.11y dl_"y and harden the controls. Burman E. III Chemical Co. b. 'Lapidolith : SonnMom-CanteM. I. Sanisad•: Most. Bulld ro E. Finish..: 1. Portland Cement: ASTM C150. Type 1. d 2. Sand Mall be uon durable massotl with IM percent passing at No. 3.18 ,d Waters Mall be a quality any f t of dissolved Impounds that may 4. Mi.ey affect the quality of line wncrele. 4. Mize. ia.n Fled mix ingredients in ocwrdance with manufacturer's Idslruclipone. b. Dwithw/R t iwate, talto consist done. compacta nt four ball when part. and na with had. perm c. Slurry mix Mall consist of one part moment to 1-1/2 parts sand. F. Use of Calcium Chloride or any adml.tu,. containing Chloride Ion, far concrete pwred on metal deck is strictly prohibited. G. N.-Shrink N.-Metallic Grout (For Structural Steel Work): Five Star Grout by U.S. Grout Company or approved equivalent. END OF SECTION FI.OWABLE FILL PART 1 - EXECUTION 1.01 SECTION INCLUDES A. Flowable fill (ce wt stabilized backin). 1.02 RELATED SECTIONS A. General Specification. B. Cast -In -Place Concrete 1.03 SUBMITTALS A. Submit the following In m,,rdanm with Section 01330. Submittal Procedures. 1. Provide design ml... and test report.. 2. Batch ticket.. 3. Fled test repots. 1.04 DESCPoPTION A. Flowoble fill may be used for replacement of structural subbase materld where traditional method. of compaction are impra ticol, trenches. pipe structure% fin for abandoned water and so fines, and other works where cavitlss exist and germ support 1. re l.ked. S. The use of flow,bl, fill wound or ad) o..nt to utility Imes ar structures shall be reviewed and approved by the appropriate utility. Enginering Department representative. 1.05 QUALITY ASSURANCE A. When work or portion. of work of this section are completed and require testing, notify the Engineer. B. Ensure all regdred ...t-in-place c ,te. embedment Items, and utZy win has been completed PHI, to placing A.wable fill PART 2 - PRODUCTS 2.01 MATERIALS A. Provide moterlals and can ter U.n, requlremenls far Flowal, Fill conforming to Vermont Agency of Transportation Standard Specifications 2.02 FLOWABLE FILL A. Mix and doll-, flowable fin In .ecwdw- with ASTM C94. B. Use-eueraling admixtures in add weather Only when opproved by the Engineer. Use of admixtures wni not rsio, .aid wwther placement r eq uIr-ents. v C. Use set retarding od,i.tur,, during hot wmthw Only when approved by the Engineer. D. Do not use calcium chlOride ae an admixture. E. Add air -entraining agent if requkad to produce a flowable mix. PART 3 - EXECUTION 3.01 EXAMINATION A. Verity that all Items of cast -in -place ..torsi,, grading, ..thing, end .11 utilities and the, embedded it... are In plats prior to placing III owable fill. B. Flowable fill shall not be used a substitute for and bedding or word, back"I for primary utilities unless approved by the Utilities and Infrastructure system representative. 3.02 PREPARATION A. Remove all lads, m,tend from the uneven tuff and the con -to .tr.at.ro . B. Set W,vallOn marks or otherwise determine the proper top elevation far the fiowable fill. 3.03 PLACEMENT OF ROWABIE FILL A. Notify the Engineer a minimum of 24 hours prior to placement of flowable "I. B. Plowable fill may be placed by direct discharge from the truck, by pumping, or by other approved method.. C. The flowable 91 shall be placed In o uniform manner that Wt prevent voids or segregation of the bedding and filling malrlal. If required. the fl... Us 91 an be consolidated with Internal vibrators. D. Pipes. reinforcement. Inserts. or other embedded parts Mall be placed. suppwled, and secured In a manner that all prevent the flowable fill from displacing..gging, or from floating embedded it... E. F1,11e fill shall be brought up uniformly to the fill line shown on the plans. Formed walls or other bulkheads Mall be co,xtru,tad to withstand the e.srlad hydrostatic pressure and confine the material e]thin a dedicated pace. F. Placement of flowable fill Mall start only when walher - condition ors fovwable. Ire lemperoture MOIL be at Isoel 35 deg,... F and rising. Flowada fill Mal not be pl.-d On frozen ground or when It k raining. 3.04 CURING AND PROTECTION A. Immediately Nor placement, protect R... al, fill from prom tulrcuf drain Y, e.- Mvely hot or cold temperatures and B. The flowable NI eha11 not be subjected to load and shall main urdeture.d by construction activities far at I ... I 24 hours after placement. 3.0.5 FIELD QUALITY CONTROL A Testing of flowable fill is not necesl lly required. If looting la r.Wast d by. the Own- it Mall be In accordance with the appropriate Specification. B. Provide unobstructed a ... se to work and cooperate with apPohted firm. 3.06 DEFECTIVE ROWABLE FILL A. Do not accept or place defectlw flowabe "I that le not in Onfornante with accept.., criteria. Return the fresh flowable "I to the supp11.. B. Defective fiowable "I Is flowable 1111 having a cession honeycomb, embedded debri% high- than maximum mwasslve strength, or not -forming to required lines. details. dimensions, tolerances Or specified requirements. Repair or replace detective flowable III as directed by the Engineer. C. Replace flowable fill not in acrrfamn,ra, with details. tolerances, and other construct.,. requirements at Contractor'. expense. END OF SECTION w•� � a r b (gJ ern N X � W i•�I 0 Oz U- S00.3 w0a,: r, U ail O Ua O NO. 4496 b1# A rca' W TTnn Vl 4 z H/O z¢ a W U � U z z L 0 W z � z C a 00 x O (n DRAWN 1e CCE CHECKED GJB SCALE NONE DATE 01/23/15 JOB NO. 14150 SHEET C-9 OF 12 SHEETS WATER Wale, distribution system, an the project ore served by the City of South Budington & Champlain Water District. 1. Notes a. Prior to the construction of any utilities or improwmenle, the Contractor Mall notify Champlain Water District IN WRITING of the Intent to proceed & Mall wnwge for a meeting with a repr.... left- of Champlain Water District, the Engineer w Owns, & the Cart racto, to di..... the Project. b. No wl.w, hydrants. curb stops or other appurtenance Mail be prated without prior ,prowl by Champlain Water District. c. Any cut' cations to water malna, fittings w ppurlenances shall be completed by Champlain Water District uN... specific pprawl Is glean by Champlain Water District for Installation Omodification by the Contractor. Modifications or mstaimtions y the Can traoto, Mall be parfomutl under the general Inspection of Champlain Water District. Prim to beginning any work the C." ctw Mall notify Champlain Water District at least 48 hours in adwnce of the Miamian to proceed. d. M mspealor employed by Champlain Water District Mall be notified at least 48 hour, In adwnce of any approwtl water IIne modification work scheduled. No work Mall be completed without an Inspector on alto. The east for Inspection Mall be bane by the Contractor w Owner. e. All water main., fitonting., Wpurtenances & other malerlale, & all conelructlm Mall cfom to all appileabi. AWWA, State & City ode,, ,t,,dwd, & m,uI,Uons. 2. Metered.: a. Ductile Iron Water Pipe: Pipe Mail be eight Inch diameter Tylm Du.tge Iron Cie. 52 conforming to -mart ANSI/ AWWA CIO. Push-m jointpipe Mall be minimum thick.... Cl... 52. Pu.-on joint cace.-I.. shall conform to applicable requirements of AN51/AWWA C111/A21.11. Pipe Mall be cement mortar lined an the made In accordance with ANSI/AWWA C104/A21.4 except that the cement lining Btick...a Mall not be lees than lhna-.Isteocth. Inch (3/18•). A plus tolerance of -.-eighth Inch (1/8•) will be permitted. Pipe outside coating Mall be an caphaltic coating oppre,lm,toly 1 mil thick. The coatings shall be applied In accordance with The Handball her Ductile I'm pipe. b. Fitting.: Ductile Iran fitting, shall conform to AWWA/ANSI-C104, CI... 350 pound. working preawre, and be of a compact body design. c. Gate Valw, Resiient Swat: Vdwt MMI be manufactured o II meet a requirement, of AWWA Sight. z o slag (latest Pat working Valves 12 Inches and molter shall be bubble tight, zero Iedoat at 200 Del working preawre. Valve ,hall he non- lemq slams, aeon counterclockwise and be provided with otwo- Inch (2•) eWr, operating nut with Grow cast , meld to Indicate dkection of opening. d. Valor Box: Cast Von No. England style Mae -type; flue and we- quortr Inch (5 1/P) MwL. 5 Inchby 8 foot. Cover M.11 be cast Iran, marked 'WATER" and Indicating direction of opening. 3. Installation a. All pipe and flttm9. shall be Inspected and tested In accordance with the m nufacturr. pZfi..U-. and the aforementioned AWWA Speclflcatlws. The Cantm,tm Mall furnish for approwl certification from the pipe manufacturer that all lest. haw been pe fm ad with sotNuctm, result.. Pip. Mal not be installed without the u Englnre or Champlain Water Oletrlct's pprowl. b. Pipe, fltling,, and accessories Mall be carefully handled to awid dam.,.. Prior to the data of ...piano. of the project owl, by the Owner, the Contractor Man topic,, my no. pip, o wary found to be defeatl. at any time. Including after installation, at no expense to the Owner. NI hate"Um and feting shall be dine in accordance Standard AWWA Standd CSOO-93 and ANSI Specification A21.11. c. All pipe Mowing crack. Mall be re)a,ted. If creeks occur In the pipe, the Contractor may. at his om .pens. and with the pp Vat of the Engineer, cut off the cracked portions at a point at least 12 Inches from the Value Iknits of the crack and use the sound portion of the pipe. Conduclluty wedges Mall be Installed at all johte. Three pm joint (min.) d. All pipe and fittings Mall be cleared of all foreign matt- and debris prior to Installation and shall M kept dean until the time of cacoplance by the Owner. e. At all lime, when the pipe laying b not actually In progress, the open an do of the pipe Mall be closed by temporary -twtighl plugs ar by other approved mean,. If water Is In the termch whan work le mod, the plug shill not be removed unit all danger of .afar entering the pipe has passed. The pipe Mall be installed in trench.. and of the line and grade Moen an the Contract Drawings. My deflection pinta M.11 be within Me limit. epealfied by the m.ufactu,er. I. All piping and appurtenances co nbe imposed an the equipnetted to the equipment shall be supported ao that no s"In w11ment. (If me equipment manufacturer's .p-Ificatlms Include that piping load, am not to be transferred. the Contractor shall submit cerlifcatlon of compliance). g. Concrete thrust Weds Mail be installed an all plugs, tow, and bond, deflecting Il 1/4 degree. or mwa Cara shall be taken to meure that crate will not come In contact with flonge, jainte, ar eat,. The required area of hrust blade we Indicated an the plans ar Mail be as approved by the Engineer. In. A mhlmum 18 Inch vertical separation between the outside pipe surfaces Mall be maintained where force mama crow, water maha. Farce mains Mall wass water mains at or near right nglse with full length of water pipe centered on the fwcs alms so both and Joints are t ma.lmum mopm."an from the force main. Special structural support for the water In and the fmce main may be rewired. I. There Mall be no phyelcd connection between the distribution system and any plp.a. pump, hydrants, ar lank, which as, supplied or may be supplied with a outer that le, ar may be cwt,min,t,d. } All trenching safety standards Mall be in cunfunnmce with all appli.ble Stale and Federal guidelines and as specified an the plans. k. Thai Contractor. shall. at all times, keep the Venche. antkely hoe of water until oil work 1, finiMed and ready far badfilling. I. Vol. b... a ore to be Installed an II burled valwea. The boxse shall be ,at Iran with a minimum 5 1/4• diameter and long enough to .tend hors the wI- to finished gre. The boxes shill lose the operating nut and stuffing box of the wlws. Valor boxes Mall not Ira.fr leads into the wlw. Cowers shag be cI.. fitting and dirt tight with the top of the cover flu. with the top of the be. rim. Co"re Mal be marked •WATER• with an wrow Indicating direction of opening. m. Chlorinalian of the water war, a Mal be conducted only after the ow,le. has been fl.Med and a dear at,aam I. obtained as determined by the Engineer. All chimin.U. testing Mail be done by m hdopend.nt third party Wprowd by the Engineer and Champlain water District. The Contr.clm Mal furnish all labor. equipment, matela, and tools .wry to dhmfect the pip, and appu twoness to cowdlenc, with the AWWA Standard for Disinfecting Water Mahe MBI a86 (tablet method not .ceptaae). The mathotl of diamfwction Moll be by the continuous feed method unless otherwies approwtl by the Engineer. ARer filing, flushing, and addition of chlorine solution, the chlorine concentration within the pipe Moll be at least 10 mg/I. All dl,Infectian .hail be performed under the supervi.lon of the Engineer. The disinfection process Mall be deemed acceptable anly wtr two sample. of ratr ham the flushed disinfected main whew no eNtlmce of bacteriological contamination. n. The Contractor Mall famish all gauges, testing plu9o, we and all other ne sary equipment and labor to perform a pressure lest. All P,.-,. .testin g -a" be done by an Indocprw .dent third party apotl by the Engineer and be Water District, The Contractor Mall develop and maintain for two hours, 150 percent (1509) of Me working pressure measured In pound, par aquas,. Inch (200 pal - minlmum). Failure to hold Me designated pressure for the two hour priori cw,tltutee a failure of the section tested. No pipe mslallaUm Mail be accepted if the leakage is greater than that determined by the following formula, L = ND 0, L SD�(A Whichever J_ZI. Lau S Length of Pipe Teating L Allow Leakage In Gd,s -R D = Nominal Diameter of Pipe ) P Average Tut Pressure (Pat) N Number of Joint. In th. Pipeline Tested All testing Mal be conducted In occrdones old, AWWA C800-93 latest twOokn. o. If lhme I, an area whme , cover of fiVe feet six mines (5'6•) cannot be malntalned aver the water line, Me Contractor shall notify Me Engineer (in writing) for a r.A..d design. p. All reuslone affecting the water line must be pp,,.d by the Department of EnN,wmenlal Cmearvatlon - Water Supply DiAsion. A. -Built plans shall be proNded to the Water Supply DIVmm and Champlain Ill District. SITE CLEARING PART 1 - GENERAL 1.01 SECTION REOUIREMENTS: A. Truffle: Minimize eruption of normal we of adjoining radds. streets. wolks, and other adjacent -pled or used facilities during tluring alto -clearing opw tin,. The cant,mim is solely responsible for all safety rewlrements. B. Sawgeabb Items: Carefully rsmo" Items to be eaI"god (see D-11tion Central Specification) and store an Owner's premises air as directed. C. The genera cmtr.tm Mail contact DIG SAFE (1-888-344-7233) 72 hours prior to any site clearing or associated e,,,wBm to accurately establish the lowtlan of all underground utilities an the project it,. 1.02 SUMMARY: A. This Section Indudes the fallowing: 1. Protecting existing Vows and "gelation to remain. 2. Rrmoving I nos and other "gelation. 3. Clearing and Grubbing. 1.03 RELATED SECTIONS: A. Section 02010 - Demolition Control. 1.04 MATERIALS OWNERSHIP: A. Except far materials Indicated to be roast, relocat" stockpiled air to remah property of the Owner, cleared matrlale Mail become Contractor', property and Mall be removed from the site. 1.05 SUBMITTALS A. Photographs or vkeotape, suMet nlly detailed, of .dating matters of trees and planthga, adjoining c stwctlon, and site Improvements that might be misconstrued as damage caused by alto clearing. PART 2 - EXECUTION 2.01 PREPARATION: A. Protect and maintain benchmark, and our"y cmlral points as provided an the drawing, B. Instal rostra and s m dimtatian central m res b,f-, site clearing ao required by grubbing & reetwatlon work, and additional msasuoe as wdred by the Engine,,. C. Protect site Improwmmts to r main from damage. Restane damaged Improwmmts to original condition. and to the satefacllon of the Owner. D. In all cae" [rows, Mrubs or ground vegetation only as required by the Work as in determed Inamprmlon with the Own-. E. Locale and clearly flog all tree. and Vegetation to be removed. The Owner shall be notified following flagging to o.I..t. the Work with regard to healthy exlatmg trees that do not dandy fall within the clearing requirement.. F. Protect rmalnng trees and shmbs from damage and munion elating Vegetatlm to the a.lmum e.tanl possible. Employ a licensed wborMt to repair tree and Mmb damage. Restore damaged wug,tatlan. Rapiaw damaged tress that cannot be re,twed to full growth, a. d.ternined by Me wbm.t. G. Do not at- m.twid. or equipment w permit ewawtlon within the drip line of tree. to ron aln. H. Prior to Mt, clearing, notify oil utility companies and municipal utilities a, to the canetwctl.n acheduls and location of clearing an the project site. 1. Do not slows or obstruct street,, walke m other adjacent accupled ar used f-111tee without permlulon from Own- and authorities haling juriwdiclian. 2. Provlde alternate v k,,Iar and/or pedestrian routes arwna d... d ar obstructed traffic or as required by the Own- and/w authorities haling )zrledicllw. 2.02 CLEARING AND GRUBBING: A. Remove obe"ctlm, Vow,, Mrubs, grass, and other og,t,tlan to permit Instal,Um of raw constroctian. R-wsl Include. grinding of stump, and .,posed roots to 6• below fmiM grade. 1. Do not r.m ow trews. shrubs. and other gelation indicated to remain or to be relocated. 2. Cut minor recta and branches of these Indicated to remoin . r"I to complete the Work h a clean and careful mmner. 3. Completely ramow slumps, root, obstruction, and datums ..banding to . depth sary far preparation of wbgrode a, rewked by new swat ctIon (6 Inches below wbVm, minimum) par VAOT Spedficolim 203.12. 4. Use only hand methods for grubbing within drip line of trows to remain. B. Fill depressions caused by tluring and grubbing operation with satisfactory soil material. 1. Place any required fill material in hmUortd layer. not exceeding 8-Inch too. depth, and compact each layer to a density eWal to adjacent original ground. 2.03 DISPOSAL A. R-Ang From Con."etia, Site: 1. All materials removed during damalilim hall be dispoe.d of off the site lm confnnn-co with an municipal, elate and federal regulatlm,. 2. All cleared/grubbed materials re,n-ad during demolition designated for disposal shall b,came the property of the Contractor and Mall be immediately removed from the site unless otherwise noted. 3. Burning Mall not as permitted. 4. Burying shall net be permitted. END OF SECTION "ATERING PART 1 - GENERAL 1.01 DESCRIPTION: This auction Macft, performance of dewatiming requiretl to lower and control ground water table Nuale and hydrostatic pre,wres to permit a awtian, backfll, and cm,t,,ctim to be Warmed In the dry. Control of wrfsce water .It be ..aid erea as part of the work under this spa ifwtion. Surface water IneJuded In this work Maclude water that appears on the w,face as rainfall or melt runoff, w ground water conditions below grades that appear at the surface In the form of weeps or spring,. Deeatwing of surface water from flowing streams, brads, lake0. panes, or rlwr, identified an USGS topographic map, w Mown on the plans as flowing Mall not be Included In this specification section. 1.02 SUMMARY: A The work to be completed by the Contractor Includes, but le not ne-roily limited to Me following: 1. Impl-nmt.Uon of the Erosion and Sedimentation Control Plan. 2. Dewatw ...awed s, Including owepoge and precipitation. B. The Contracts, Mall be respm,IMO for w,Ading all material,, equipment, labor, and seMoes necessary for care of water and erosion control. E_,atlon work Mal not begin before Me Eraslan and Sedimentation Contra Plan is in plow. 1.03 REQUIREMENT: A. Deratwing system shall be of sufficient size and capacity nece,sory to lower and maintain ground water table to an .1 motion at least 1 fool below loweat foundalonn eubgmul. w M bottom of pipe tranand to allow material to be ..c wted in a re .wably dry condition. Material, to be remove Mall be sufficiently eery to permit ex awtion to grades Mown and to st&Nize a wvatian elopes where Meeting is net required. Operate dowatering system continuously until backfll work has been -plot.. B. Reduce hydrostatic head below any U- to the extant that water 1-1 in the constructim area Is a minimum of 1 foot below p-iling escowtlm surface. C. Prevent I.. of free, awepage, bogs, quick conditions r wftming of foundation citrate. D. Maintain stability of sides and bottom of e.cawtiw. E. Construction operation. are performed In the try. F. Control of surface and wbeurfou, water le part of d... faring requirements. Maintain adequate contra sa that: 1. The stability of exc,wt,d and cone"sled Mopes me not adwrowly affected by saturated a II, including water antmm prepared subba.e d wbgrade. /here mulmyl p matrlale ore not free draining or we subject to swelling or ruse-th.w action. 2. Erosion le canlraled. 3. Readingof excowlkns or damage to stmctwes does not occur. g 4. Surface water drains away horn e.cowUms. 5. E.ca Ul are protected from becoming at from surface water, or Insure ucawtiona ors dry before additional work is undertaken. G. Permitting Requlremenla: The contractor Mall comply with and obtain the required State and Municipal Permit, and approwlo where the wwk Is performed. PART 2 - EXECUTION 2.01 INSTALLATION: A. Install a dewawring system to lower and cwtrol ground surface water In order to permit ..cawtion, construction of structure, and placement of backNl material, to be performed under my condit1w, Make the dewats,ing .ystom adequate to pens -drain the water -bearing strata above and below the bottom f .".lure foundations, utilities and other excowtima B. In addition, reduce hydrostatic preawre head In water -boring strata below structure fwndatim0. utility, Igne, d then e, xa cawlimto extent that water Iewls In construction cow area mkiknum of 1 foot belowprewlling ,ecawtlen wrface at at times. 2.02 OPERATION: A. Prim to any wxmwtion below the ground water table. place system Into aperotkn to lower atr table a required and operate It continuously 24 hour, a day, 7 day, a week u tit utNltles and structures haw been satisfactorily cros"cted, which Includes the placement of backflll materials and dewatering le no longer required. B. Place an adequate weight of backfll material to prevent buoyancy prior to discontinuing operation of the system. 2.03 WATER DISPOSAL A. Dlpou of water removed from the e.cowlions In such a manner me 1. Will not mdonger pmU,,, of work under cone"ctlan w completed. 2. Will cause no Inconvenience to The Owner an to othrn working near site. 3. Will -ply with the stipulations of requkea permit. for dp.ol of water. 4. Will not contaminate -toting etwm-ter systems with sit, sedbnmt or Cher fins.. All water Mall be Potered par the latest Version of the Vermont Ero,ion Prevention and Sediment Contra Flul Guide, Section 2. Methods and materials are subject to Me approwmwa l of the Vrmt Stornter Sw,Uan and the City of Burlington Department of Public Works. 5. WIII Central RunoM The Contractor Mall be responsible for control of runoff k In all worarea. including but not 11, led to: e.cawtlon., acceow roads, parking air .. laydown and ato,irg made. The Contractor .It proud, opmete, and maintain all ditches, basins, sump., cui,wts, site grading, and pumping facilities to di"rt, collect, and rem." all rater from the work ,.as. All stoter Mall be o"d from the Immediate work areas and Mall be disposed of In accordance wish applicable permile. B. Escawtian Dewalming: 1. The Contractor Mall be repmsible for p dIng all facllitl. required to divert. collect contra. and -a. water from all cans".lkn wank areas and wa-Urn,. 2. Drainage feat.,. Mall haw wMel..t capacity to awid flooding of work 3. Drainage feature. Moll be we arranged and altmea as requretl to awid degradation of the find e.c..t.dwrfac.(o). 4. The Contractor Mall utilize all necessary sary moslon and ss fimomt central . tleaabrowk heroin to canetrvctian related degradation of Me ..turd wotmibetl quality. C. Gesturing equipment Moll be proNded to rem." and eopose of all wrtace and ground water entering ucawtians, branches, or otherparts of the wank during construction. Each ....Vation Mail be kept dry during subgmde procuration and continually thereafter until thestructure o be built, r the pipe to be instilled thra r, is completed to the ..tint that no damage fro1m hydrostatic prewsure. flotation. or other cause will tweet. 2.04 STANDBY EQUIPMENT: A Pro ld, complete standby equipment. Iwtallea and ..liable for Immaelate operation, .vmay be requiretl to ad,W,tOy maintain de -watering an orti-ou, bade and In the ent that all m any part of the system may become Inadequate or fail. 2.05 CORRECTIVE ACTION: A. If de.wming requirWnmts we not e,ti,fl,d due to Inadequacy w faNu,, of the dewatering system (lea.nkg of Me foundation strata, o instability of Map.. w damage to foundation. a .".tare.), Perform work n ,my far rnl.totem nt of foundation Boll and damaged structure resulting from wch m.Eequacy or foiure by Contractor. at no additional .at to Goya Mt. 206 DAMAGES: A. Immediately repair tlamage, to adjacent taillike caused by dewatering operations. Z07 REMOVAL A. Insure compliance with all condition, of regulating permits and provide such Information to the Engineer. Obtain written pprowl from Engineer before disconthuing ap.mUen of d... twIrq system. END OF SECTION TRAFFIC CONTROL PART 1 - GENERAL 1.01 DESCRIPTION A. We Included: ProNde oil facilities and taffc, contra. needed to allow auto conduct of the Work while maintaining me,es to the site by oM.1d. or emergency personnel, Including. but not n esemly limited to: 1. Warning sign., barters, dMneatans, light., cone., prsannel, equipment. etc. B. Traffic contra .hall be the wale responsibility of the Contractor. 1.02 QUALITY ASSURANCE A Inspect all traffic control devices at least twice per day (at Intrude not g ..tr than 4 hour. during nst-sham "tiNtiow) to verify at, contra. are in Place and the el R. Is In proPer and safe condition throughout the progre. of the Work. 1.03 JOB CONDITIONS A. The wggeMM Ice: procedure for ffi maintaining lroc through the work sane 1. Coordinate all blockages of drives with the affected property owners. ProNde at I ... t 24 hour adwnce notice of all such blockage. 2. Coordinate all partial disruption. of traffic with VTmne and the City as required. Provlde at least 24 hour adwnc. notes of all such disruption. B. No strut Is to be clawed completely to through traffic. An approved traffic control plan .It be h affect and all appropriate signs In place prior to construction actMtlse affecting traffic flow. PART 2 - PRODUCTS 2-01 TRAFFIC CONTROL PLAN A. The Contractor Mall provlde a Trofflc Control Plan to the Engineer far submission and pprowl of the City and Wrens Malntmwce District 5 for all traffic pertaining to cone"ctlon. B. Locate an the plan all sign. and d.dw. to be employed for Me central of traffic. The plan Mail Indicate general sign location, for all work actloty. C. Include an the plan, but do not neassomly limit central deuces to: 1. Type and locatkn of warning .Igne; 2. Type and Icc.0 n of dell. -Imo, barrier. canna w similar deuces; 3. Location and sch.dul. of fiaggr. and/or unit-. traffic ma tra offi_ 4. Location of e,I,ti,g pavement marking remowl and/w temporary marking.; 5. Key Indicating wording w symbols used. PART 3 - EXECUTION 3.01 MAINTENANCE OF TRAFFIC A The Conlractan shall provide and maintain at all time, during the Work, a adequate ingress and egress for the residents In w oeJ.-tnto the work .Ile. B. Emergency whirl....... Mall be allowed within th. work A. at am tknas. C. The Contractor Mall provlde arnergmcy soa- at night, and n the weekend. Mould the work site need attention due to other conditions or s[,Her problems. Mon -cal number shall be given to the City and affected property ownr,. D. Full roadway closure period, Moll not ..seed 10 minutes In any ane hour period at any point during the Work. END OF SECTION ERECTION OF CHAIN-UNK FENCE 1. Posts a. Pools Moll be set In 12'0 concrete ba.., b. Where the ground b too eaR to f mnly held the line, and. es, pall. w gets past.. a past of sufficient length shall be used to obtain stability as directed by the Engineer. c. Where rock Is mcounters4 the posts Mall be set In ,ruled holesto the depth recommanded by tins manufacturer and grouted with Type I meter eo they are firmly hold In position. Whm boulders are -wintered, they Mall be removed, the hole badfilled with suitable malerlale, thoroughly compacted, and the hale redrNlad before Installing the poste in the usual manner. 2. Fabric The air. fabric Mall be properly, stretched, without sago or budlae, and attached to the poets asracommanded by the anufacturer. Tension wire. Mail low Installed top and bottom as Indicated. Akr erection, any golwnixed parts or fitting. that haw been awedwd so that the bus. metal le aped .It be painted with two coat, of an approved a.ting. 3. Finish and mMy ntacti g san urf.- of aluminum all., lsteel ch W.Inurn im.ted at". hain-link fang. with ..noel., at-.. or masonry .hall be thoroughly coaled with an approved coaling. Abratlse or as Mall ewiVe a .sand coat of aluminum paint. The point shalt be allowed to dry thoroughly, before installation of the fine.. b. The top eelwdg. of .n fare. erected where pedestrian or bicycle traffic may be Lo nobly .spouted Mall be knuckled. TESTING LABORATORY SERMES PART 1 - GENERAL 1.01 RELATED DOCUMENTS A. The Conditions of the Contract and General Requirement, of the Contract Documents apply to the General Contractor, Subcontractors.matwids suppliers and all other prsone furnishing labor and matrids Under this Section. 1.02 DESCRIPTION OF WORK A Work Included: 1. Cooperote with the Owner's .Masted testing agency and all others responsible for testing and Inspecting the Work. 2. Provide such other leeting antl hap-th, i do are ap-Ifl.d to be LuntMad by the Contractor In this Sectionand/or aI-"- In the Contract Oacumem.. 1.03 DUALITY ASSURANCE A. The testing laboratory will be Wdlfi.d to the Owner'. app,o.l. B. Testing, when required, will be In accordance with all pertinent codes and rag,l time. and with "weted standards of the American Society far Testing Material.. (ASTM) PART 2 - PRODUCTS 2.01 PAYMENT FOR TESTING A. Initial services: The Owner will pay for Initial tasting services requested by the Owner. B. Retesting: When ribid tests Indicate non-mmpllance with the Contract Documents, subsequent retesting caused by the wnplbnw shall be performed by the me testing agency, and th... coats will be deducted by the Owner from the Contract Sum. 2.02 COOS COMPLIANCE TESTING A. Inspection, and test, required by codes or wdlnances, w by a pion approwl oulhwity, shall be the resmsh pslblPty of and all a paid for by the Contractor, unless otherwise proNded In the Contract Document.. 2.03 CONTRACTOR'S CONVENIENCE TESTING A. Inspecting and lasting performed ...1-lusly for the Contractor'. convanien. Mall be the safe responsibility of the Conlractw. PART 3 - EXECUTION 3.01 COOPERATION WITH TESTING LABORATORY A. Re ra antatiws of the toting laboratory Moll haw ,e to the Work at all tlmAs and at all locations where the Work b in Progr.... 3.02 TAKING SPECIMENS A. All peain.n. and sample for testing, uM... oth:r.1.e provided In the Contract Documents, shall be taken by the lasting pon-nnel. All sampling eq.ipmmt and personnel will be proNded by the teeting I.bwatwy. All delluarla. of specimens and samples to the feeling laboratory will be performed by the testing labratwy. 3.03 SCHEDULES FOR TESTING A. Establishing echetlule: 1. By atlwnce discussion with the testing laboratory selected by the Owner, determine the time required far the IMratwy to perform Its test. and to blue each of Its findings. 2. Notify laboratory sufficiently In atlwnce of aperotims to Blow for laboratory ...Imment of prmnnel and scheduling of testa. B. Reusing echetlule: 1. When thongs, of cw,tructian schedule air, c ne ..sary during construction , ...regrets oil such changes with in etuling labwotwy as required. C. Adherence to schedule: 1. When the testing laboratory Is ready to tut according to the .tabllehad .chadula, but Is prewnled from testing or taking sppeetciimen. due to incompleteness of the Work, all Aot. charges for ing lallnot be Do to me by the Owner. orged to the Contractor and M END OF SECTION r (" U) y� • rl Is, b y W X a Q O � W >< r OZ `°oar 4 Z W 0?t,� U - U 0 3 + N0. 4496 z z O (rEYI�I J W V1 /4 zZ H H z¢ H U �U W z z W E. W F a W E, z C`J M� W x O In DRAVVN CCE CHECKED GJB SCALE NONE DATE 01/23/15 JOB NO. 14150 SHEET C-1 0 OF 12 SHEETS NORTH ELEVATION ' SCALE 1/8' = 1'-0' Graphic Scale Siiii feet 4 0 4 8 12 16 20 SOUTH ELEVATION ' SCALE 1/8' = 1'-0' Graphic Scale feet 4 0 4 8 12 16 20 EAST ELEVATION n ' SCALE 1/8' a 1'-0- Graphic Scale feet 4 0 4 8 12 16 20 WEST ELEVATION ' SCALE 1/8' = 1'-0' Graphic Scale feet 4 0 4 8 12 16 20 RE M DATE 6 DE PnOR BY OS/TT/�S-RENSFD � CJB .00 OB/1B/IS-RENSED Cb �b�A i"1yyU) � L o E= pz 0�°,4 q U D. Z I1�.1 W FCI ¢y7 w U of OF a4 h ,y,Y d�e01u. l * BycYNO. 4496 #' Z O a W i� Z Q � z0-4 w> U �O E+ z� z o � ww � 0 w x E 0 w DRAWN CCE CHECKED GJB SCALE 1/8' = 1'-0. DATE 01/23/15 JOB NO. 14150 SNEE C-1 1 CF 12 SHEETS No Text November 13, 2008 Tom Loyer Trench Boxes, Etc. 80 Ethan Allen Drive South Burlington, VT 05403 Re: Site Plan Approval #SP-08-10 Expiration — 82 Ethan Allen Drive Dear Mr. Loyer: Please be advised that site plan approval #SP-08-10 issued on 2/19/08 has expired. This approval has expired due to the failure to comply with condition #5 of said approval. This condition required that a zoning permit be obtain within six (6) months of the approval. It is recommended that you re -apply for this approval as soon as possible. Please feel free to contact me to discuss this matter. Sincer ay d J. Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com r ®® WIN ® L60104O.". southburfington PLANNING & ZONING March 20, 2008 Tom Loyer Trench Boxes, Etc. 80 Ethan Allen Drive South Burlington, VT 05403 Re: Minutes - 80 Ethan Allen DRive 2 �� u t, Dear Mr. Loyer: For your records, enclosed is a copy of the approved February 19, 2008 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, �-td Betsy Menough "Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846,4106 fax 802.846.4101 www.sburl.com �Z E,A 1 n r JCC.- SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 19 FEBRUARY 2008 Application #SP-07-83 of L. E. Farrell Co., to 1 April 2008. Mr. Farley seconded. Motion passed unanimously. Dite Plan Application #SP-08-10 of Trench Boxes, Etc., to amend a previously pproved plan for a lot used for outside storage. The amendment consists of providing a 30-foot wide right-of-way to provide access to the rear portion of 80 Ethan Allen Drive, 82 Ethan Allen Drive: Mr. Loyer said they had thought the right-of-way had been there, but it was not properly done. This application is to make that happen. Mr. Belair noted there is some existing outside storage, and staff is asking for it to be contained within the graveled area. Mr. Loyer said the applicant is OK with that. Ms. Quimby moved to approve Site Plan Application #SP-08-10 of Trench Boxes, Etc., subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 7. Continued Preliminary Plat Application #SD-08-01 and Final Plat Application #SD-08-02 of Trench Boxes, Etc., for a planned unit development to re -subdivide a 41,365 sq. ft. lot developed with three buildings into two lots of 21,815 sq. ft. and 19,550 sq. ft., 80 Ethan Allen Drive: Mr. Loyer noted that the division breaks out one building. Mr. Belair said staff has no issues now that the right-of-way is approved. Ms. Quimby moved to approve Preliminary Plat Application #SD-08-01 and Final Plat Application #SD-08-02 of Trench Boxes, Etc., subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 8. Continued Preliminary Plat Application #SD-08-03 & Final Plat Application #SD-08-04 of South Village Communities, LLC, to amend a previously approved planned unit development of Phase I consisting of 156 residential units and a 100-student educational facility, of a 334 residential unit project. The amendment consists of: 1) reducing the front yard setback from 10' to 5' and adding utility cabinets, 1840 Spear Street: Mr. Belair noted that the applicant has asked for a continuance until 4 March. Ms. Quimby moved to continue Preliminary Plat Application #SD-08-03 and Final Plat Application #SD-08-04 of South Village Communities until 4 March 2008. Mr. Farley seconded. Motion passed unanimously. -2- 5-1-00 !IN 461110 southbudingto PLANNING & ZONING February 29, 2008 Tom Loyer Trench Boxes, Inc. 80 Ethan Allen Drive South Burlington, VT 05403 Re: 82 Ethan Allen Drive Dear Mr. Loyer. Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on February 19, 2008. Please note the conditions of approval including that a zoning permit be obtained within six (6) months. Should you have any questions, please contact our office. Sincerely, b..)�s Betsy McDo ough Brown Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7006 3450 0002 0949 2441 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: February 12, 2008 \drb\sub\trenchboxes\trenchboxes_prelim_final.doc Application received: February 7, 2008 82 ETHAN ALLEN DRIVE SITE PLAN APPLICATION #SP-08-10 7154— :? Meetinq Date: February 19, 2008 Owner Applicant Estate of Joseph P. Kelley Trench Boxes Etc, Inc 22911 Trailwood Lane 80 Ethan Allen Drive Tomball, TX 77375 South Burlington, VT 05403 Property Information Tax Parcel 0640-00080 Mixed Industrial & Commercial Zonina District Property Location: CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\trench boxes\siteplandoc PROJECT DESCRIPTION Trench Boxes Etc, hereafter referred to as the applicant, is seeking site plan review to amend a previously approved plan for a lot used for outside storage. The amendment consists of providing a 30 foot wide right-of-way to provide access to the rear portion of 80 Ethan Allen Drive, 82 Ethan Allen Drive. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on February 7, 2008 and have the following comments. Zoning District & Dimensional Requirements There are no buildings on the subject lot. SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) 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. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. (c) 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. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. (e) 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. (1) 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. The proposed easement will not impact any of the criteria of Section 14.06, as listed above. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) 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 CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\trenchboxes\site landoc onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The applicant is proposing an easement across 82 Ethan Allen Drive to the property at 80 Ethan Allen Drive. This is noted on the plans as "Proposed Easement to Lot 5." For clarity, this note should be revised to say "Access Easement to 80 Ethan Allen Drive." 1. The note on the plans referencing the proposed easement shall be revised to state `Access Easement to 80 Ethan Allen Drive. " (b) 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. (c) 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). There are no dumpsters on site. (d) Landscaping and Screening Requirements There are no buildings on site or proposed. Therefore, there is no required landscaping. Other The site depicts a large area of gravel. Staff recommends that any outside storage on the property be limited to the gravel areas only. 2. All outside storage on the subject property shall be limited only to the areas shown on the plan as gravel. RECOMMENDATION Staff recommends that the Board approve Site Plan application #SP-08-10 subject to the numbered conditions in the comments section of this report. Respectfully submitted P� i - Cathyan La Rose, Associate Planner Copy to: Tom Loyer, Trench Boxes Etc. A�22 16 Permit Number SP- CITY OF SOUTH BURLINGTON APPLICATION FOR SITE 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 site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) 1�ti 1P. " ZZ�/I I Rai L c, CCI L--kPe- ilk '7? 3?S # Q7 3 / -6S' - 7Yz� 2) LOCATION OF LAST RECORDED DEED (Book and page #) 3) APPLICANT (Name, mailing address, phone and fax #) 1 t`r- -� C v � , �2 .... ►c , S ��`�,1 ' /�'l �U'' �'�� • u-�. j?,"�(i ��-7-�cv r � j'T' p SYo3 ILL. �C%Z -8�6--�-/"I ��3 �r� 2 hC r. t 3zS". 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Ic)w` s j I/n l-r-5i c1er j Y`er�c4„ i3�reS �r2+`c. �iJ h,'jl��. �'llf✓`-, i/l' Jy c:.: ILA P7�f i, t�.�-Cz� � If S G5�-fC'.$� i� 'j�b r- ��U - �/?a9 � f 5) PROJECT STREET ADDRESS: Z- 6 72ia— I911e1- "Dr, ve 6) TAX PARCEL ID # (can be obtained at Assessor's Office) . 6 -A fff- 'AJ [eN 0r, V • 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Pjv,�,J `ry C cJ`�-� r..yc ~r o K �+5 C� t. c) Total building square footage on property (proposed buildings and existing buildings to remain) d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) N I A e) Number of residential units (if applicable, new units and existing units to remain 1 employees): ployees & company vehicles (existing and proposed, note office versus non -office g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): N I A 8) LOT COVERAGE Total Parcel Size: %_Sq. Ft. a) Building: Existing % / sq. ft. Proposed c9 % / ---C� sq. ft. b) Overall impervious coverage (building, parking, outside storage, etc) Existing '?>-3 %/ 1�,5�_sq. ft. �� c Proposed-3_% / 1 _sq. ft. c) Front yard (along each street) Existing_% / % .z 2 �- sq. ft. /-40 Cis+" e Proposed j t % /2 2-2S' sq. ft. d) Total area to be disturbed during construction (sq. ft.) * Projects disturbing more than one-half 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 acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a) Building (including interior renovations): $ b) Landscaping: $ n c) Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): NI a b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): N 11) PEAK HOURS OF OPERATION: 3 OF OPERATION: W 13) ESTIMATED PROJECT COMPLETION DATE: l41 h- 14) ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) no'ci M 644 Dr-1� 9,--W77Z>N VT 05K0� t K"(Cund 15) SITE PLAN AND FEE 3roce �c t)6N woe-(-, mac. TM&.a 5� v A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) v regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). 3 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. SIGNATU�LE F APPLICANT SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: U !/ REVIEW AUTHORITY: 3-'Development Review Board ❑ Administrative Officer I have reviewed this site plan application and find it to be: LJ Comp V City of South Burlington Department of Planning and Zoning 575 Dorset Street South Burlington, VT 05403 (802)846-4106 February 7, 2008 Estate of Joseph Kelley 22911 Trailwood Lane Tomball, TX 77375 Dear Property Owner: Enclosed is the agenda for the February 19, 2008 Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. cc: Tom Loyer, Trench Boxes, Etc. City of South L _ Aington Department of Planning and Zoning 575 Dorset Street South Burlington, VT 05403 802-846-4106 February 7, 2008 Loso Commercial/Industrial Building, LLC 53 Maryland Street South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the Friday before the meeting) for the February 19, 2008 Development Review Board meeting. It includes a proposal that abuts property you own. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, `�— �1� &n� Betsy McDonough Brown Planning & Zoning Assistant Encl. City of South Burlington Department of Planning and Zoning 575 Dorset Street South Burlington, VT 05403 802-846-4106 February 7, 2008 Bruce Kitchen World, Inc. 83 Ethan Allen Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the Friday before the meeting) for the February 19, 2008 Development Review Board meeting. It includes a proposal that abuts property you own. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. incerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. USCS MAP FROM MRRASERVM-USACOM N/F JOHN ICJ. do JOYCE N. BELTER •w,ua g izvi` �"' _ 124'i ' .�"✓.:�' .a 1 .... .. ... .. .. ... ....._ _ 1 ]IIIL ''k N/F PROM REAL ESTATE PARTNERSHIP ETHAN ALLEN INDUSTRIAL SUBDIVSION - PH I T I 7B ETHAN-- ALLEN DRIVE--_--_--�__ PR. SIDEWALK (TYP.)��® 100-YEAR FLOODPLAIN BOUNDARY OF WOOD L. l ESTATE OF JOSEPH KELLY ' ..'".•. ETHAN ALLEN INDUSTRIAL SUBDIVSION - PH II o w �w ESTATE OF JOSEPH KELLY ETHAN ALLEN INDUSTRIAL SUBDIVSION - PH 0.98 ACRES or 42,918t SF 124't 80 ETHAN ALLEN DRIVE I .............� 120'3 82 ETHAN ALLEN DRIVE EX. SIDEWALK ETHAN :ALLEN DRIVE' 77 ETHAN ALLEN DRIVE 1 81 ETHAN ALLEN DRIVE T 83 ETHAN ALLEN DRIVE N/F ALBERT & SUSAN GENTES, I N/F KPS 81 / 49 PROPERTIES LLC I N/F KITCHEN WORLD CLASS TWO WCILANOB \ ... � ]Illt ]1TIc ]IIIL.... r ....... \ f ... AEMNDS BWNUMY SO WETLANDS �- 1. THIS IS NOT A LEGAL MEETS AND BOUNDS SURVEY. PROPERTY LINES SHOWN ARE APPROXIMATE. 2. ALL PROPERTIES IDENTIFIED IN THIS PLOT ARE ZONED AS: MIXED INDUSTRIAL AND COMMERCIAL 3. NO NEW STRUCTURES ARE PROPOSED FOR THIS P.U.D. NO ADDITIONAL TRAFFIC IS EXPECTED TO BE GENERATED AS NO FACILITIES ARE BEING ADDED. 4. MUNICIPAL WATER AND WASTEWATER SERVE THIS PROPERTY, AND NO NEW WATER OR WASTEWATER SERVICES ARE PROPOSED IN CONNECTION WITH THIS PUD SUBDIVISION. THEREFORE, WATER AND WASTEWATER SERVICES HAVE NOT BEEN SHOWN. 5. NO GAS LINES HAVE BEEN SHOWN AS NO NEW GAS CONNECTIONS ARE PROPOSED IN ASSOCIATION WITH THIS SUBDIVISION - REV eEscmvTloN DA1E I APPROVED SKETCH/CONCEPT I I PR6INYNARY I A I HIUL I I RECORD ORAWMD MTC PROPOSED PUD - FINAL PLAN of v 02/2B/M 82 ETHAN ALLEN DRIVE DEANSCAM- r GROVER 1-20' TRENCH BOXES, ETC INC. '-�' N%rl SOUTH BURLINGTON VERMONT PRa: ewo No: N <YCENS��•T 07027 GROVER r."�.�.r-` tea.... SroNAL� ENGINEERING PC APP. BY """`•� DA6 %E M\PRWECTZ\07M7-TmmM T�\CRYSB-Pml EF aI\TRneKMr01-04- ftg