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BATCH - Supplemental - 0045 Green Mountain Drive
rr 0:47 0A :6wolvilm" south urlington. PLANNING & ZONING Permit Number SP� � - 6—�7 - ffice use only) APPLICATION FOR SITE PLAN REVIEW MAdministrative ❑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 #): RAVA LLC, Box 566 Burlington, VT 05402 Fax: 802-651-0239, Cell Phone: 802-343-3733 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Bk 1299, Pg 157 3. APPLICANT (Name, mailing address, phone and fax #): Bill Shearer, Box 566, Burlington, VT 05402 Fax: 802-651-0239, Cell Phone: 802-343-3733 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Ian Jewkes, Krebs & Lansing Consulting Engineers, Inc. 164 Main Street, Colchester, VT 05446 Phone: 802-878-0375 4a. CONTACT EMAIL ADDRESS:: ian.jewkes@krebsandlansing.com 5. PROJECT STREET ADDRESS: 45 Green Mountain Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0720-00045 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): Landscaping plan: Update plan to reflect approved (7) 5-6' tall Arborvitae trees were not planted due to (13) 4.5'-5' tall Arborvitaes planted by abutting property owner. Site plan: Update plan to show revised screened dumpster location and the existing (13) 4.5-5' Arborvitaes planted by abutting property owner. b. Existing Uses on Property (including description and size of each separate use): N/A c. Proposed Uses on property (include description and size of each new use and existing uses to remain): N/A d. Total building square footage on property (proposed buildings and existing buildings to remain): e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): f. Number of residential units (if applicable, new units and existing units to remain): g. Number of employees (existing and proposed, note office versus non -office employees): h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: 71,860 Sq. Ft. a. Building: Existing % / No change sq. ft. Proposed % / sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / No change sq. ft. Proposed % / sq. ft. c. Front yard (along each street) Existing % / No change sq. ft. Proposed % / sq. ft. d. Total area to be disturbed during construction (sq. ft.) N/A * 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: c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC $ N/A $ N/A a. P.M. Peak hour for entire property (In and out): No change. 11. PEAK HOURS OF OPERATION: No change. 12. PEAK DAYS OF OPERATION: No change. 13. ESTIMATED PROJECT COMPLETION DATE: Summer 2017. 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 (11" 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 accordancewiththe/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 accurate to the best of W knowledge. 0 SIGNATUlRE OF PROPERTY OWNER part of this application has been submitted and is APPLICANT Do not write below this line PRINT NAME DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board DAdministrative Officer I have reviewed this site plan application and find it to be: Complete n fe,( The applicant orperm ittee 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 0 ; ka Lindsey Britt From: Terry Francis Sent: Tuesday, November 01, 2016 12:18 PM To: Lindsey Britt Subject: Cider Mill 2 Lindsey: Regarding phase II, Several of the neck downs and curves don't look to support the WB-40 turn criteria FD has for accessibility. Are there any conditions on street parking? On street parking narrows down a street to less than the required 20' clear, unobstructed width for apparatus. Housing units shall be not less than 10' apart final finish to final finish. Can the CWD supply adequate water and pressure for firefighting activities pursuant to NFPA- 1 Chapter 18 en toto (approx. 900 GPM at 60psi but could be more depending on the size for the structure.. On this point we would strongly recommend at letter from CWD as adequate water was an issue at a fire this past July 3rd IL &rccrd Ov. YA oveabb e Beak - Lindsey Britt From: Tom Dipietro Sent: Friday, August 05, 2016 8:52 AM To: Lindsey Britt Subject: FW: Follow up on storage containers Hi Lindsey, Below is my correspondence with DEC. I forwarded this onto the project engineer (Skip) who previously called me regarding this project and our note that the containers were impervious. I have not yet heard back from Skip. -Tom Thomas J. DiPietro Jr. Deputy Director Department of Public Works City of South Burlington Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. if you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Tom Dipietro Sent: Thursday, August 04, 2016 12:10 PM To: 'skip.mcclellan@krebsandlansing.com' <skip.mcclellan@krebsandlansing.com> Cc: Dave Wheeler <dwheeler@sburl.com> Subject: Follow up on storage containers Hi Skip, As I indicated in my phone message, the storage containers on the property would count as impervious surface. Our zoning regulations use the same definition as DEC, so I checked with Kevin Burke to get any guidance that he might be willing to provide on this specific case. The text of those emails is below. I will speak with planning and zoning to determine what this means for the specific DRB application to which this would apply- -Tom Thomas J. DiPietro Jr. Deputy Director Department of Public Works City of South Burlington Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made 1 confidential by law. if you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Burke, Kevin[ma ilto:Kevin. Burke @vermont.gov] Sent: Wednesday, August 03, 2016 9:33 AM To: Tom Dipietro <tdipietro@sburl.com>; Carr, Helen <Helen.Carr2vermont.gov> Subject: RE: Impervious Area Question Pole barn is a good example, definitely impervious. I used to live in a house built on piers, no question it behaves as impervious. While there may be some infilaration, the surface is still generating runoff and it's not likely to be set high enough to maintain vegetatinon, like a solar panel would. WATERSHED Kevin Burke, Environmental Analyst Stormwater Program 1 National Life Drive, Main 2 Montpelier, VT o5620-3522 802-4go-6168 / kevin.burkePvermont.gov www.watershedmanaeement.vermo nt. eov From: Tom Dipietro [mailto:tdipietro@sburl.com] Sent: Wednesday, August 03, 2016 8:43 AM To: Burke, Kevin <Kevin.Burke@vermont.goy>; Carr, Helen <Helen.Carr@vermont.gov> Subject: RE: Impervious Area Question Kevin, Thanks for the quick feedback. Would you consider this similar to a pole barn? That is the example I typically use when making impervious determinations for these types of questions (i.e. the roof of a pole barn is considered an impervious surface, thing X is similar to a pole barn, so thing X is an impervious surface). When using this example in this case, it was pointed out to me that the intent of a pole barn is to keep the area under it dry thereby preventing infiltration in that area. The intent of the railroad ties under the container is to keep the containers off the ground. This would (potentially) allow water to flow under the containers and infiltrate. I didn't find this distinction compelling, but please let me know if this would have any bearing on your own determination. -Torn Thomas J. Di Pietro Jr. Deputy Director Department of Public Works City of South Burlington Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Burke, Kevin[mailto:Kevin.Burke@vermont.g_ov] Sent: Wednesday, August 03, 2016 8:34 AM To: Tom Dipietro <tdipietro@sburl.com>; Carr, Helen <Helen.Carr vermont.gov> Subject: RE: Impervious Area Question Hi Tom, Unless there is truly some temporary placement, these would be impervious surfaces, just as if they were constructing a shed or relocating a shed or other storage building. We plan to identify/clarify temporary surfaces in the new manual, but we did attempt some clarification of the issue with regards to transportation projects through the public linear transportation procedure. It speaks to temporary impervious that may be in place not more than 3 years if it's associated with construction. I don't see that is the case here. http:ljdec.vermont.gov/sites/dec/files/wsm/stormwater/dots/Permitinformation/sw Public%20Linear%2OTransportati on%20Projects%20procedure.pdf Let me know if you have a different perspective. Kevin Kevin Burke, Environmental Analyst Stormwater Program 1 National Life Drive, Main 2 Montpelier, VT 05620-3522 802-49o-6i68 / kevin.burkenvermont.gov ww-w.watershedmanageement.vermont. gov From: Tom Dipietro [mailto:tdipietro@sburl.com] Sent: Wednesday, August 03, 2016 7:33 AM To: Burke, Kevin <Kevin.Burke@vermont.goy>; Carr, Helen <Helen.Carr@vermont.gov> Subject: Impervious Area Question Hi Kevin and Helen, Good morning. I was curious how DEC would view the following situation: There are a number of "containers on railroad ties" shown on the attached site plan. We are trying to determine if they meet the definition of impervious area. Our definition is the same as DEC's. We are in the process of making our own determination, but for the sake of consistency I thought it would be worthwhile to get your opinion. Any guidance you can provide (do you apply some kind of stormwater litmus test?) would be much appreciated. Thanks! St.7i21 Thomas J. DiPietro Jr. 3 Deputy Director Department of Public Works 104 Landfill Road South Burlington, VT 05403 Phone: (802) 658-7961 x108 Email: Tdipietro@sburl.com Web Site: www.sburl.com Twitter: @SBPubWorks Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which 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. August 8, 2017 Re: ##SP-17-56 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 zoningl2ermit must be obtained within six (6) months. If you have any questions, please contact me. daond I J. BVj Administrative Officer Encl. - 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com Lindsey Britt From: Dave Wheeler Sent: Friday, October 14, 2016 8:25 AM To: Lindsey Britt Cc: Tom Dipietro Subject: RE: 45 Green Mountain Drive I've revised my comments as follows: Lindsey, The Stormwater Section has reviewed the "45 Green Mountain Drive" site plan prepared by Krebs & Lansing, dated 10/4/16. We would like to offer the following comments: 1. This project will create greater than 1 acre of impervious area. Therefore, this project Will need an operational stormwater permit from the State. 2. Consider relocating the 6" perforated underdrain of the Pervious Concrete system to an elevation above the ponded depth of the 1-year, 24-hour rainfall event, or consider installing a cap or valve on the underdrain outlet to be opened as needed based on infiltration rates of the system. 3. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance infrastructure. The applicant should be required to maintain an infiltration rate of 3.0" per hour for the porous concrete/paver system. Thank you for the opportunity to comment, Dave David P. Wheeler Assistant Stormwater Superintendent Department of Public Works City of South Burlington 104 Landfill Road South Burlington, VT 05403 (802) 658-7961 Ext. 6113 www.sbLirl.com emc � s o rrY� •�-��� �s��h�e V ece � -- _. n` �-V Ytu.csZS�'� o r 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. 265 Lindsey Britt From: Cathyann LaRose Sent: Tuesday, February 28, 2017 6:09 PM To: Lindsey Britt Cc: ray Subject: FW: SB Bike and Pedestrian Committee: Recommendation to DRB regarding O'Brien Plans For the DRB from Bicycle and Pedestrian. Cathyann LaRose, AICP City Planner City of South Burlington 575 Dorset Street South Burlington, VT 50403 802.846.4106 clarose@sburi.com www.sburi.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: Bike and Pedestrian Committee Sent: Tuesday, February 28, 2017 5:28 PM To: Cathyann LaRose; ray; planning Cc: dana.farr@vtinfo.com; clfrank2@gmail.com Subject: SB Bike and Pedestrian Committee: Recommendation to DRB regarding O'Brien Plans February 28, 2017 Bill Miller, Chair Development Review Board Members of the Development Review Board, At its regularly held meeting on February 8, 2017, the South Burlington Bicycle and Pedestrian Committee reviewed the proposal brought forth by Andrew Gill of O'Brien Brothers Agency, and approves of the planned installations for recreation activities, including the parks, paths and walking trails. Draft meeting minutes are attached. The committee endorses the "grade level" sidewalk without a barrier along one side of the short dead end roads labeled "New Road C", "New Road D", and "New Road F but encourages a delineation between street and sidewalk by.use of demarcating the part that is to be used as a sidewalk with a different color, preferably built into the paving material rather than using paint that would need continued maintenance. The Committee also asked the applicant to ensure that the informal path (like the others on the plan) from the project to Old Farm Road be created in an early phase of development. This is shown on at least one sheet of the plans. The Committee would like to thank the O'Brien Brothers Agency for their time and willingness to discuss their plans before this Committee. The Committee also thanks the DRB for their consideration of their recommendation in this matter. Respectfully, Dana Farr Chair, South Burlington Bicycle and Pedestrian Committee Cathy Frank, Vice -Chair, South Burlington Bicycle and Pedestrian Committee z Lindsey Britt From: Justin Rabidoux Sent: Thursday, February 02, 2017 3:33 PM To: Paul Conner; Lindsey Britt Subject: O'Brien Development Hi Paul and Lindsey, Just wanted to keep you abreast of my discussions with the referenced project and its design/development team, specifically as it relates to my review of the project plans/studies over the past — six months. In addition to numerous internal staff meetings on the project, a few with the developer present, I have also met independently with the developer's team four times during this project's process. Many design topics have been covered, the main ones listed below. 1. Roadway geometry —standard road profile and cross -sections, turning radii, both horizontal and vertical road curvature, on -street parking, driver sight and stop distances and possible future maintenance issues 2. Pedestrian issues — sidewalk locations/design, crosswalk locations and level of protection, bike facilities, lighting levels for peds and overall road interconnectivity plans both internally and connecting to the existing external road network 3. Traffic — discussion and final agreement on appropriate ITE land use codes for the traffic study, overall transportation land use with an eye toward maximizing ingress/egress points, final PM peak hour trips and geometry and layout of the proposed new signal at the project's eastern Kennedy Drive access point 4. Phasing of construction —from a constructability and maintenance prospective all the way to the process of transferring ownership of infrastructure to the City There remain many detailed items to be fleshed out as the project transitions from its mater plan process to the submission of specific phases. Those include: VTrans' response to the proposed crosswalk connecting Eldridge to Hayes, including their required advanced signage and level of protection Specific design of the proposed signal referenced in 3. above including method of detection (video, radar, infrared, etc.); timing plan, coordination with the adjacent Kennedy Drive signals at Kimball, Williston and Hinesburg, be it via offset progression timing or a fully interconnected system; and once these details are determined a LOS for the intersection can be arrived at and evaluated I find it may be appropriate to eventually ask for and conduct an independent technical review of the traffic study as allowed by the development review process, I cannot provide a recommendation on whether or not this would be worthwhile until more details are made available as the project progresses, specifically as related to items 5. and 6. Having spent countless hours reviewing the plans and traffic study, as well as in meetings with other city staff and the developer's design team, there are likely small items inadvertently absent from my above list. If you think of anything of import that I haven't touched on, please let me know. Thanks, Justin Rabidoux Director of Public Works 802-658-7961 jrabidoux@sburl.com www.twitter.com/sbpubworks www.sburl.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. 2SS Kenn ck�) Dc, Lindsey Britt From: Justin Rabidoux Sent: Thursday, September 29, 2016 9:58 AM To: Lindsey Britt; Scott Homsted Cc: Paul Conner Subject: O'Brien Development Hello Lindsey, I met with Scott Homsted, the engineer for the referenced project, to discuss to overall roadway design, traffic control, ped issues, signals, etc. I understand at this point their master plan is being reviewed by the DRB. Overall, this project has taken the proper design steps to ensure it will not adversely impact existing and proposed roadways and from a big picture standpoint I find the master plan to be a good place to start from. There are still a lot of details that Scott and I discussed that are worthy of additional design, but I am confident that in working with Scott and his client we can get there from here. Some of the details we will continue to talk about are: 1. Traffic control at intersections and the warrant studies to support them (signals, stop signs, etc.). 2. Ped crossing locations and the amount of protection needed at each crossing. 3. Some geometric realignment of curves and intersections. 4. Where are the best desire lines for new sidewalk. 5. Final design of the dead end streets (cul-de-sac vs. other treatments). 6. Pavement markings (all to be Type 1 Permanent Markings per VTrans spec book). 7. It should be very prominent in all meeting minutes and COAs that the street proposed to remain private is highlighted as such.- 8. Coordination with VTrans about the project's impact at the Kennedy/Hinesburg traffic signal and the proposed ped crossing of 116 at Hayes. 9. Street and ped lighting locations, heights, etc. 10. The applicant understands that stormwater reviews will take place as the project develops. I'm sure there a few things that Scott has in his notes from our meeting to add to the above, but these 10 items are a good start. I don't believe any of the 10 items are unsolvable, there are more details that need massaging to make sure the project works properly. Thanks, Justin Rabidoux Director of Public Works/City Engineer. City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802)658-7961 jabidoux@sburl.com www.sburl.com Twitter: twitter.com/sbpubworks Lindsey Britt From: Lindsey Britt Sent: Wednesday, November 16, 2016 8:52 AM To: 'Bryan Currier' Cc: Paul O'Leary; ray; Paul Conner Subject: RE: Cider Mill II - Sketch Plan Revisions Hi Bryan, Below are our preliminary comments/ideas/questions on the project. It looks like the comments from the Board and public you received at sketch were taken into account. • Pedestrian easement connectivity (what I already emailed you about) • How will the open space be delineated from the nearby housing, so it feels useable by more than just the houses around its borders? Thinking this primarily applies to B & D. • Will the new loop road proposed by units 133-155 be a public road? Could it be a one way road? • Units 144/145 seem a little awkwardly placed, maybe that's okay, but it was our initial impression. More comfortable with their location if the road is public • Lot ratios of 66-71: didn't measure these yet, but meeting the lot ratio requirements was brought up in sketch, so just mentioning it again • Is there a way to diversify the layout of the duplexes? one setback further from the road, etc. For example, have the two units form right angles, have • Are there ways to mix the duplexes and carriage houses together? Or can you explain to us why it isn't possible to create that mixing? I'm guessing it's difficult to mix the single family homes in with the other housing types because they will be on their own lots instead of part of a condo association (or similar), but if all the carriage houses and duplexes will be part of the same association/land ownership structure then it isn't clear why carriage house & duplexes can't be mixed together. • Make sure the project meets the requirements of Section 9.08(A)(1) of the LDRs, which addresses block length and connections • Could a wildlife passage be incorporated into the road connection between Cider Mill I and Cider Mill II? It's positive that the area has been opened up a bit by rearranging the units and having an actual under the road passage could be another improvement • Consider how traffic can be calmed along the connection to Hinesburg Rd. For example, narrowing of the road, trees with canopies, etc. • For the proposed community garden area think about getting water to the site Hope'this is helpful, let me know if anything needs clarification, Lindsey Britt, MRP Development Review Planner 802-846-4138 Ibritt@sburl.com _ Department of Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 www.sburl.com Lindsey Britt From: Craig Lambert Sent: Wednesday, October 12, 2016 11:33 AM To: ray Cc: Lindsey Britt Subject: RE: 45 Green Mountain Drive Ray and Lindsey, The landscape plan in general looks OK. I would recommend a thorough assessment of the existing Black Locusts that are slated for retention, particularly those along the back fence that are going to be overhanging the parking lot. Black locusts are prone to dead limbs and decay as they mature. In addition, these trees are quite tall and are adapted to growing in a wooded lot, most of which will be removed, thereby increasing their exposure to winds from the south and west. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(a)sburl.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 its immediately by return email. Thank you for your cooperation. From: ray Sent: Friday, October 07, 2016 8:15 AM To: Dave Wheeler <dwheeler@sburl.com>; Craig Lambert <clambert@sburl.com> Cc: Lindsey Britt <Ibritt@sburl.com> Subject: FW: 45 Green Mountain Drive Dave & Craig, Attached are revised plans for the parking lot expansion at 45 Green Mountain Drive. Please review and submit comments back to Lindsey and I by late next week at the latest. If you would prefer the hard copies, let me know. 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 gffccial or staff, or containing information relating to City business are likely to be regarded as public records which may he inspected by any person upon request, unless otherwise made confidential by law. If you have received lbws message in error, please notify us immediately by return email. Thank you for your cooperation. From: Katelyn Esterby [mailto:Katelyn.Esterby@krebsandlansing.com] Sent: Thursday, October 06, 2016 4:31 PM To: ray <rav@sburl.com> Cc: Lindsey Britt <Ibritt@sburl.com>; Ian Jewkes<ian.lewkes@krebsandlansing.com> Subject: 45 Green Mountain Drive Hi Ray, Please find enclosed digital copies of the updated plans and landscape budget for Shearer at 45 Green Mountain Drive. The physical copies are being delivered to you now. Thank you, Katelyn On behalf of Ian Jewkes Krebs & Lansing Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, Vermont 05446 (802)878-0375 Katelyn.Esterbyp_krebsandlansing.com / www.krebsandlansing.co ray From: Craig Lambert Sent: Wednesday, October 12, 2016 11:33 AM To: ray Cc: Lindsey Britt Subject: RE: 45 Green Mountain Drive Ray and Lindsey, The landscape plan in general looks OK. I would recommend a thorough assessment of the existing Black Locusts that are slated for retention, particularly those along the back fence that are going to be overhanging the parking lot. Black locusts are prone to dead limbs and decay as they mature. In addition, these trees are quite tall and are adapted to growing in a wooded lot, most of which will be removed, thereby increasing their exposure to winds from the south and west. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(d)sburl.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: ray Sent: Friday, October 07, 2016 8:15 AM To: Dave Wheeler <dwheeler@sburl.com>; Craig Lambert <clambert@sburl.com> Cc: Lindsey Britt <Ibritt@sburl.com> Subject: FW: 45 Green Mountain Drive Dave & Craig, Attached are revised plans for the parking lot expansion at 45 Green Mountain Drive. Please review and submit comments back to Lindsey and I by late next week at the latest. If you would prefer the hard copies, let me know. 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 l confidential by law. Ifyou have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Katelyn Esterby [mailto:Katelvn.Esterby@krebsandlansing.com] Sent: Thursday, October 06, 2016 4:31 PM To: ray <ray@sburl.com> Cc: Lindsey Britt <Ibritt@sburl.com>; Ian Jewkes<ian.jewkes@krebsandlansing.com> Subject: 45 Green Mountain Drive Hi Ray, Please find enclosed digital copies of the updated plans and landscape budget for Shearer at 45 Green Mountain Drive. The physical copies are being delivered to you now. Thank you, Katelyn On behalf of Ian Jewkes Krebs & Lansing Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, Vermont 05446 (802)878-0375 Katelyn.Esterbyp_krebsandlansin com / www.krebsandlansing.com ram am= From: Sent: To: Cc: Subject: Attachments: Dear Ray & Lindsey, Ian Jewkes <ianjewkes@krebsandlansing.com> Thursday, October 20, 2016 4:59 PM ray; Lindsey Britt Malcolm Willard SP-16-61 REVISED PLANS for the RAVA Application - 45 Green Mt Drive C1 [SP-16-612] - 45 Green Mt Drive SITE PLAN (revised 10-20-16).pdf; C2 [SP-16-612] - 45 Green Mt Drive CIVIL DETAILS (10-4-16).pdf; C3 [SP-16-612] - 45 Green Mt Drive CIVIL DETAILS (revised 10-20-16).pdf; C4 [SP-16-612] - 45 Green Mt Drive EPSC DETAILS (10-4-16).pdf; LA-100 [SP-16-612] - 45 Green Mt Drive PLANTING PLAN (revised 10-20-16).pdf; LA-101 [SP-16-612] - 45 Green Mt Drive PLANTING DETAILS (10-4-16).pdf Please find attached revised plans for this project. The changes are as follows: Sheet C-1 - Changed notes about which black locust trees are to be retained. Sheet C-2 - no changes Sheet C-3 - removed underdrain from pervious pavement sections Sheet C-4 - no changes Sheet LA-100 - eliminated black locust trees on east edge of property, replaced with new trees Sheet LA- 101 - no changes We will deliver paper plans first thing tomorrow morning. Ian A. Jewkes, PE 7200, LLS 639 Krebs and Lansing Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, Vermont 05446 T:(802) 878-0375 Cell:(802) 922-8892 ian jewkeskkrebsandlansing.com Lindsey Britt From: Dave Wheeler Sent: Friday, October 21, 2016 9:09 AM To: Craig Lambert; Lindsey Britt Cc: Justin Rabidoux Subject: RE: SP-16-61 REVISED PLANS for the RAVA Application - 45 Green Mt Drive Lindsey, All stormwater comments have been addressed as well. As noted in an email from Tom on 10/14, the DRB conditions should be as follows: The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance infrastructure. The DRB should include a condition requiring the porous concrete/paver system be maintained so that it provides a minimum infiltration rate of 3.0 inches per hour. Thanks, Dave Da v 1?_ �Vheeler --- k A.: istant Storm ester Superintendent _a>partmentof'Pub 6:s t:`:t-; of South urki.-ton Ki -79 1 Ext-113 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: Craig Lambert Sent: Friday, October 21, 2016 9:05 AM To: Lindsey Britt <Ibritt@sburl.com>; Dave Wheeler <dwheeler@sburl.com> Cc: Justin Rabidoux <jrabidoux@sburl.com> Subject: RE: SP-16-61 REVISED PLANS for the RAVA Application - 45 Green Mt Drive The landscaping plan has addressed all my concerns. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(cr-sb6rl.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. Lindsey Britt From: Craig Lambert Sent: Friday, October 21, 2016 9:05 AM To: Lindsey Britt; Dave Wheeler Cc: Justin Rabidoux Subject: RE: SP-16-61 REVISED PLANS for the RAVA Application - 45 Green Mt Drive The landscaping plan has addressed all my concerns. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clambert(@sburl.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: Lindsey Britt Sent: Friday, October 21, 2016 8:35 AM To: Craig Lambert <clambert@sburl.com>; Dave Wheeler <dwheeler@sburl.com> Cc: Justin Rabidoux <jrabidoux@sburl.com> Subject: FW: SP-16-61 REVISED PLANS for the RAVA Application - 45 Green Mt Drive Hi Craig and Dave, Not sure if the applicant already passed these plans on to you, but in case not: attached are the current plans for 45 Green Mountain Dr. If you could provide any updated comments by Wednesday, October 261h that would be great. Dave, below are the comments you provided, so I think you're mostly just checking to see if those changes were made (the suggested condition made by you and amended by Tom will be part of the decision). This project will create greater than 1 acre of impervious area. Therefore, this project will need an operational stormwater permit from the State. Consider relocating the 6" perforated underdrain of the Pervious Concrete system to an elevation above the ponded depth of the 1-year, 24-hour rainfall event, or consider installing a cap or valve on the underdrain outlet to be opened as needed based on infiltration rates of the system. The DRB should include a condition requiring the applicant to regularly maintain all stormwater treatment and conveyance infrastructure. The applicant should be required to maintain an infiltration rate of 3.0" per hour for the porous concrete/paver system. Thanks, Lindsey Britt, MRP Development Review Planner 802-846-4138 ibritt@sburl.com PROPERTY ABUTTERS Parcel ID Owner Address (911 Address) 0720-00030 Heritage Auto. Group 1580 Shelburne Rd (30 Green Mtn Dr) South Burlington, VT 05403 0720-00035 Robert Berman, LLC 35 Green Mountain Dr (35 Green Mtn Dr) South Burlington, VT 05403 0720-00040 Heritage Auto. Group 1580 Shelburne Rd (40 Green Mtn Dr) South Burlington, VT 05403 0720-00055 Pizzagalli Properties 462 Shelburne Rd #1 (55 Green Mtn Dr) Burlington, VT 05401 0720-0065 Univeristy of Vermont 109 South Prospect St (65 Green Mtn Dr) South Burlington, VT 05405 southburlington PLANNING & ZONING Permit Number SP- �/ - (oCfice use o y) APPLICATION FOR SITE PLAN REVIEW El 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. I. OWNER(S) OF RECORD (Name(s) as shown on C. mailing address, phone and fax #): 4 L ,rn,+ . (� 2 -zN�� -�� 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Bk 1299, Pg 157 3. APPLICANT Name, mailing address, phone and fax #): `-KI L L S H-tr -ti(or & T�AV ."l r a 5Yo-z- 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Ian Jewkes, Krebs and Lansing Consulting Engineers, Inc. 164 Main Street, Suite 201, Colchester, VT 05446 (P) - (802) 878-0375 4a. CONTACT EMAIL ADDRESS:: ian.jewkes@krebsandlansi.com 5. PROJECT STREET ADDRESS: 45 Green Mountain Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0720-00045 57S 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): Expand on site parking, commercial parking lot. b. Existing Uses on Property (including description and size of each separate use): 8,400 square foot multi -tenant commercial building. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): 8,400 square foot multi -tenant commercial building. d. Total building square footage on property (proposed buildings and existing buildings to remain): Existing building to remain = 8,400 s.f., no new structures are proposed. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Single story 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): No changes to building or operation of commercial use. 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: 71,860 Sq. Ft. a. Building: Existing 11.7 % 8,400 sq. ft. Proposed % / No Changes sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 42.0 % ( 30,064 sq. ft. Proposed 68.6 %/ 49,183 sq. ft. c. Front yard (along each street) Existing 12.5 % / 925 7,375 sq. ft. Proposed % / No Changes sq. ft. d. Total area to be disturbed during construction (sq. ft.) 35,500 s.f. * 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/A $ 2,380 c. Other site improvements (please list with cost): Proposed parking lot and infrastructure Approx. _ $210,000 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): No Change It. PEAK HOURS OF OPERATION: No Change 12. PEAK DAYS OF OPERATION: No Change 13. ESTIMATED PROJECT COMPLETION DATE: Winter 2016 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)1 regular size copies, one reduced copy (11" 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 Qf submitting the site plan application in accor ance with the city's fee schedule.`a�l r� �%/� /jJ r J { ��I��'�( ( v 7 Administrative site plan applications requi a three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-fo at) copy. 3 1 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 accurate to the best of rwy knowledge. SI part of this application has been submitted and is APPLICANT fe, C PROPERTY OWNER Do not write below this line PRINT NAME DATE OF SUBMISSION: -/ REVIEW AUTHORITY: Development Review Board ❑Administrative Officer I have reviewed this site plan application and find it to be: 101complete IlIncomleteIhI � t � " A inistrative O icer Dat 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 v PLANNING & ZONING November 14, 2016 Re: #SP-16-61 45 Green Mountain 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) mnnthc If you have any questions, please contact me. Sinc rely, r Raymond J. Beljrr Administrative Officer Encl. CERTIFIED MAIL -Return Receipt Requested # 7015 0640 0007 8199 4003 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com No Text l N/F ( I I 1 N/F I The Heritage I Remove 550 sf of ex/sling PizzogaIli Properties, P/onning and Zoning Information Automotive Group povement and-wgetote. 462 Shelburne Rd ;jFl 1, 950 sf of new pavement that does not Owner/Applicant Raw LLC I Provide underground - Provide osho//olw channel for stormwoter M tment. Gross Burlington, VT 05401 g drain to srwmworer inl%/ration system. Runoll be treated in P.O. Box 566 P.a fan, Vemonr os4o2 g _ conduit for future-t1i, lined charm s 130' long, � ihoed wrY/ shallow, gross swo/e shown down sIgoe. - _ wwin to o Electric 9 \, 4.5" wade with\o 1.5X slope Parcel ID.: 0720-00°45 E „ I Vehrc/e Charging Stations- Stat%On does _ ., u'r«v:r ro r..,�o�. e,, �a- �_ _ rsram/nq Use erosion control Address. 45 Green Mountain Drive not need to be _ - mpttmg on s/des/apes South Burlington, ✓ermont 05403 I installed at this rime 1 ,,,, I mar .,.� r.••, nsarn r _ _ - �� that ore J..I or steeper. but conduit needs to -� \ - _ New 6' reveal Areo: 165 Acres (.71, 860 s. f) _ NSF be m Place as port of Mrs props. or or field a ends p� i I .� zor � BF _ 107-- \``\ zoo - _ z•- ro concrete curb ,x 2r lo,.,,r I. rwn. �, rz•r«usr �ro ..= �� — Zanino: C2 - Commercial 2 Allowed = 70% The Heritage g I condMir n, ro bark pr' v� �S «v:r „. _ � Proposeda- 52OXge Automotive Group, !cove exposed I 1 , I : I c + exbekrg ?o 1580 Shelburne Rd II Instal stabilized , rr BF S. Bur/ington, VT I I y; I n s \ construction entrance y z EXIS77NG COVERAGECOVD177CWS ' 05403 I h1 tih I Building - 8,400 s.f J I I f `�' M1 4 bul/d;rrg coverage = (8,400 s. f / 71,860 s f)*100 = 11. 7X 1 a s.. •r cbK Pavement 1$550 sf \ r •4 I ` 2ro 213 - Grav t - 6.115 s. f j re• mm. \� End I Toto/ Coverage = M. 065 s f. I • Q •.. ranonro:ly 1 cw-�m I wvec { • © curb TOP OsedAddliaDa/ X Coverage = 4L8 X [(30,065 a. f. /71, 860 s. f.) %OOJ ;r am=m" Parking and rive,. PROPOSED COWRAGE CON0/1/ON-£ 15 70 s. f Building - 8,400 s.f. I C or`V°e,. r•F•r ro.l avarwa. I A ry Pavement = 14,950 s. f. I \ 6 r GrosN = 4,500 s. f. install Ot Iane oro I /nsfd/ �gnc u _No S O poorer New PriuSurfac e = 1,600 sfQ pwrm Catch Bd Rim Q fence Additional area for new parking lot = 15,070 sf - _ 0 C Existing / I ` Building I f }- 211.8' Inv. 2°85' (to in 'rrottLn) ior.,1 , ' Total Proposed Coverage - 44,520 sf I I ; 1 _vPw`.r• I F }- Oz New sf—.at- infi%/ration chombe s © X Co wrage - 62.0 X ((44510 of /71, B60 s. f.) + IOOJ New srormwotar I .. I �. -so/"- Row- (J) 9 j f7 mhYtraUm chambers (20) I I 1 +- N/F I I Stormtech SC-J10 or * i __ New 12' HOPE University of Vermont PARKING REOU/REMENTS / o roved al pp equal. I 2t ", storm, < laid NaL O Bui/d'ng Arco 8,400 f. 109 S. Prospect St = r. 1 I + S. Burlington, VT 05405 Existing tenants 1 g I Replace 1, 600 sl of I T i t ® 5 O Portland Gloss - J, 915 s 1 Irs2l I 1 I k existing grow/ lot with o I rOC"f Keene Medical Products - 481 s! I I pervious surface Owner I I con choose from the ® Iz .. tt��� I ro eel f }- New solid cover t9 drainage monhda. w 8 Ran. 212.1 • O Po kin use c/assihcations T 9 u ( able 13-2 al SBLORJ Port/and Glass -Auto and mofwcyc/e so/es, service and repair - 7111 I •e 1 }� wrrety of pervious sections shown on defoAs I 1 F Inv 7085' •.. 1e' 7 spaces Per 1,000 s.f. • J916 - 8 spaces Keene Medical Products Retail . - I O I II existing s ww sheet Cthe must be i ,. 1 by the Engmeec �11- i e E ie 1 Oter Pcu,f - Business - 5 spaces per 1,000 sf • 4.484 - 1J spaces I I I a spaces °i �J g approved ;z} k Y�{ Minimum required parking = spaces I I ew Oto ham inlYtrotion chomp sIXur6- .r f Parking requirement waiver o/ 16X was granted in 7006; see site %solotor Row" (J) a O plan o raw/ PP iSP-06-JL Current mqu;red parking - 15 spaces Parking provided 47 spaces 1 I I 3 p New Catch Bosm Note: 7hh; proposo/ provides more than the minimum JI parking I_I E. m xm :%.0 ¶ Rim 211.8, 9 I Inv 108.5"(to m !ration) spaces that ore required No parking waives is being requested I I .-• \ I ,. w �. � `!! ` � h 15 o O w Soil to qs II 16' op/e �/ ,4�, y roc frcvr t I --�•f Engineer.' /an ✓ewkes PE NLW7D = No ledge or water to depth .n,r•e.�6 Dote: March Jl, 2016 NW7D = No water to depth HSWT ,4� new "a rock i _�� Y mirll 4/1 0 = High seasonal water table 7Ne1 %ice ..roz oo o L126 erowarf �ensandyroWarselsand many Darr, kale 2650• trshtlanme&umrocoar mnd,aarslabir .. ct install m/ef protection. tInl /nsfd! _ ;y�.- rol-P716, -y ma// cep mborrom ofhole \ Marsh t Coke Coin Inlet ,n .,R,.--... �!' I ro er } --- —� ONIr Catch basin home. catch _ I 1 0 barkb tapsoJ I I II QYOII /ow �pbot �A�� '- - 2329' B.— red"'m to 132y e um to coea,slI I IF7r aNKI/Ow _\ _ damn sndsl4rrroIFnn, n11 ,many 73201" (abr. I p st�umrotoarsesa 102,htyA roan,4F cal rrV seep�101' _. I MswrPb4", Arewm I m wr (IJJ L5=5" faM I I I LLllhh 1f N/ © Arbor Woe planted by abutting prgoerty owner fnliftrotion Tests - Robert Berman, LLC i Test Pits Rote (mch/hour) J5 Green Mountain Dr I 70 I I I S. Burlington, VT 0540J ° °m ies 2 L egen d E hrN.g Woods Line + Lkrdt of watershed Proposed Woods Clearing ohg Owvheod Power Ex;sting Water Volw - - Approx. Property Line 0 Existing Dro;n Manhole —•�- - - - - Existing Storm 0 Exr'rting Sewer Manhole —sr- - - - - — Proposed Storm 0 Exh ting Catch Bos;n Notes: 9 Existing Cos ® Proposed Catch Basin 1, this plan has been prepared hom a topographic survey —• ,—a— Existing Sewer hydrant performed in ✓onuory 2016 by Krebs and Coning —.- - - E"WIng Water a Ballord Consulting Engineers (r Light Pole 2 this Ion is in no way a boundary surw . Approximate P y y Y PP Existing Fence Surmy Contra/ Point Property hoes are ham City of South Burlington tax mops. 0 Existing contour line Orainoge Now J. E/ewhons are based on NA1088 and horizonto/ _i Proposed Contour Line y Traffic Now coordinates ore based on the NAD83 Vermont Store Plane, US Survey Feel. BF Barrier Fence O lnAltrot/ar test 4. Ufih'Nes on this plan ore based on h p p ys;co/ evidence found t Silt Fence r m, i SorY test pit in the livid and site plan by Ruggiano Engineering dated ---ti ✓u/y 25, 2010 Location Moo 1•-I MAI QA 7-18-17 ttutnrf1n1d 0-p0a, L-oti- and planting, insta6ed 1AJ 7-16-17 by r q praperfy to the ,ou th 12-2-Is boinoge manna. rkn 1AJ 12-01-16 11-07-16 Add nave, /or E/echk VMrcl. Charging SWIm IAJ 11-07-16 10-20-16 Notes regnrdrnq black /Deus/ free 1AJ 10-20-16 Date revised Oesniplim Checked bate Design GT9/591, Site P/an Drawn G7D Checked /A✓ Sale 1.. = 20' 45 Green Mountain Drive O 20' 40' 80' 120' Date Oct. 4, """ r oject 16104 Geen Mounto;n Drive South Burlin ton ✓ermont Bor Scale I' - 21 AYBL'BS & L.4zVSIJ'VG Consulting ARngineers, Inc. >S4 Alain Street, Colchester, Vermont 05446 F;�� C-1 1 I I I I \ 1 1 I I 1 I � � IEXISTING TREE— 1 1 TO REMAIN I l a \ I \ I Green / I Mountain I Drive I 1 I I I I I 1 / / I I Existing I I o I Bui/ding I r / � / I I I I 1 � EXISTING TREE I / TO REMAIN I t- ---� I I D 1 I I 1 I Q T I I / EXISTING TREE TO REMAIN 1 / o I I i I � � I 1 111 � I I EXISTING TRI�S I I I TO REMAIN / I ' EXISTING TREES - I � ' I, TO REMAIN I -I 1_ I GREEN MOUNTAIN DRIVE 21 I - �_ _ _ r South Burlington, Vermont was _ 0 - II 1-GT Ih h ti ry ry ti 'SE GROUP 1 ,1-AF I Lenclecaps Architects and Planners 3u l Ij. r lington, VT 05401t B © l tel: 802.882.0098 I fax: 802.885.2440 CONTINUOUS TREE PIT v 1 AF vv— regroup. corn REFER TO DETAILS h h F&IIG/LA-101 / 1-13T ryY CONTINUOUS TREE PIT 1 l ha ® REFER TO DETAILS F&G/LA-101 I 1-GT I I 4- I I + I I g 1 I I 1 1-AF I I I ea 1-AF CONTINUOUS TREE PIT h ©� REFER TO DETAILS F&G/LA-101 lJ CONTINUOUS TREE PIT I I �I REFER TO DETAILS 1-GT F&G/LA-101 . � e 1-GT I I f h 18 91 4 11 R 1-AF 1 `r i I — 1-AF /At y11/ © � 12 } North u - 7-TO t � Scale: 1"=20' I _ o ! Data: 10AW201e Dnrn By: MKW checked By: MKW EXISTING TREES 0 to20' 40' TO REMAIN CONTI US TREE PIT __-_ _ I Graphic Scale: 1"=20' Revielone t Paomrlen rnuon exits mi 11 NOTES: 1. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PLANT QUANTITIES FOUND IN THE PLANTING PLANS. IF ANY DISCREPANCIES ARE FOUND, LANDSCAPE ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY. 2. FINAL LAYOUT AND PLACEMENT OF ALL PLANT MATERIAL TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 3. CONTRACTOR IS RESPONSIBLE TO SEED ALL DISTURBED AREAS ACCORDING TO THE SPECIFICATIONS. 4. REFER TO PLANTING DETAILS FOR PROPER PLANT MATERIAL INSTALLATION REQUIREMENTS. 5. ALL TREE, SHRUB AND PERENNIAL PLANTING BEDS ARE TO BE CONTINUOUS, COMPLETELY DUG OUT AND BACKFILLED WITH THE PROPER PLANTING BED BACKFILL MATERIAL TO DEPTH SPECIFIED IN DETAILS AND SOIL PREPARATION SPECIFICATION. 6. IF THE LANDSCAPE CONTRACTOR PROPOSES A SUBSTITUTE PLANT SPECIES, ALL SUBSTITUTES NEED TO BE APPROVED BY THE CITY OF SOUTH BURLINGTON CITY ARBORIST AND LANDSCAPE ARCHITECT IN WRITING PRIOR TO ORDERING. Approved Arborvitaes not planted due to exis"Ing plantings on shared T;re PLANT LIST property line by abutting landowner. PLANTING PLAN KEY BOTANICAL NAME COMMON NAME CITY. SIZE REMARKS See Site Plan. DECIDUOUS TREES: AF Acer freemani'Sienna' Sienna Glen Red Maple 5 2.W Cal. B&B, 6' Branching HL (Min.) Street Number GT Gleditsia hiacanthos'Shade Master' Honeylocust Y. 5 2.5-W Cal. B&B, 6' Branching F0. (MInJ EVERGREEN TREES. Y .: LA-1 00 TO Thule occidnetalis'Nigra' Dark American Arboni ter 7 5-S' Tell B&B, Full Project Number, — File 4) DAVE ROSS & PAUL ROCHE - 45 GREEN MOUNTAIN DRIVE Area zoned C-2 District. Section 13.20 Conditional use, sub -section 13.219 warehousing/distribution facilities. Section 26.65 Multiple uses (Section 26.05 applies). Existing use automotive service d.b.a. Portland Glass. Proposed use furniture storage & distribution. Existing structure 60'x 140' (8400 square feet) building divided in half per use. Lot approximately 69,600square feet, 240 feet frontage. City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 November 12, 1997 Paul Roche 212 Meadowood Drive South Burlington, Vermont 05403 Re: 45 Green Mountain Drive Dear Mr. Roche: ZONING ADMINISTRATOR 658-7958 Be advised that the South Burlington Zoning Board of Adjustment will hold a public hearing at the City Offices, Conference Room, 575 Dorset Street, South Burlington, Vermont on Monday, November, 24, 1997 at 7:00 P.M. to consider your request for a conditional use approval. Please plan to attend this meeting and be prepared to address the enclosed review criteria. If you have any questions, please don't hesitate to call me. Very truly, Richard Ward, Zoning Administrative Officer RW/mcp 1 Encl SOZONN G NOTICE N In accordance with the 11 South Burlington Zoning I Reggulations and Chapt er 117, Title 24, V.S.A. the ninSouth Burlington merit w9 Board otublic hearing at hold a P M the South Burlington u II nicipal Offices, Confer- s ence Room, 575 Do�ont II Street, South Burling Vermont on 4ondag'g7 at j November 2 7:00 P.M. to consider the . following: #1 Appeal of Tempi Duff, Sinai, Inc.. Timothy roval agent seeking con- ' from Section 26a0 . ditional uses sub section 26.056 extensions of the South Burlington Zoning Regulations. Request for permission to con- struct a 4754 square foot addition to exisfoot t uc, tune.ng .b Temple Sinai, lure, d.b.a. Swift located at 500 t Street. }` #2 Appeal of earvara I Laplante seeking 111 ance from Section 6.00 Non complying tu- re/extension and Section 25.00 lot coverageof the South Burlington ues Zonin9 Regulations. Rego con_ for permission struct a 10'x20' add ition I to an existing garage which Is located oftohethin 10 yard Pro quired )rear y. posed addition increases the allowable th(r- age to twenty three percent (allow 81 eAi port located Drive. #3 Appeal of Yoram I Samets seeking approvalulti- I, Pjemuses� of2the South Burlington Zoning Regu- lations. Request is for permissionting to occupyo� I exisstructure taining 7,965 square feet) with two (2) uses, gafe era/ r, located at y3 BB%I center, I dwin Avenue. #4 Appeal of David Ross & Paul Roche seeking approval from Section 13 219 Warehousing/di Sec- tion facility and tion 26.65 Multiple uses urlington for the South B Zoning Re9ute:�Or quest is -,y an exit s to occupy in structure (containi feet) h g400 square two (2) uses, automotive service and at at 45 II distribution, Iocated Green untain Drive. Richard Ward, Zoning Administrative Officer 81997 November , City of South Burlington Application to Board of Adjustment Date Applicant v L� c:_>fL Owner, leasee, agent Official Use APPLICATION # HEARING DATE FILING DATE FEE AMOUNT <r y J �/ CI Address s,. , Q� Ton. f-i- 'i S YC_ `� �f ) Telephone # Landowner,e,,,,,, — ,s Address 2 id__ Location and description of %,,r S 3v z property Type of application check one: ( ) appeal from decision of Administrative Officer (,") request for a conditional use ( ) request for a variance. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act a month (second and fourth Mondays). )' Also that hearings are held twice 15 yda�s That a legal advertisement must appear a minimum of fifteen hearin a hearing fee which is to off -set the ccostrofotheehearingg. I agree to pay Provisions of zoning ordinance in question Reason for appeal 5�naaVluE,.._ The following documents rA .OV,C/ 4, rr r� & 11 6 are submitted in support of the application: i __ 5'S (/�EF�Y /Y14yy/7�9'/.Y Di?i�E f:,'cf� � = S' � t — e�Co C441,-,e-, Racks: Graber No. of Ship Trunk Mount/Rear Mount Bikes Wt AR1059 Mountaineer 3 20 AR1048 Trailblazer r 3 17 XR1043 !1043 Outlaw 3 � 11 ( FI1045 1045 Ouickset 2 10 , No. of Ship Bumper Mount Bikes Wt AR1072 Hoop Supremacy rear rack 2 12 No. of Ship Spare Tire Mount Bikes Wt AR1060S 1060 2 12 Outback Receiver Mount Outback Racks: Bicycle Parking Graber # of ship • These can be shipped via UPS Bikes Wt Length AR6210 6210 Mighty Mite, 6 ' 30 35 -7 I double sided "06 1 6801 Wave 5 45 32" Outback Trailer Hitch Mount Base/hitch mount Sold Separately, see below. • Features locking arms No, of Ship Bikes Wt AR5002 Outback two bike rack 2 30 AR5051 Outback bike/ski add on 5 with stabilizer AR5052 Outback stabilizer bar only No. of Ship Outback Hitch Mount Bases Bikes Wt AR5030 Long 2" receiver 4 15 ............. AR5040 Short 2" receiver 2 10 `- AR5025 Long 1-1/4" receiver 4 8 -- AR5020 Short 1-1/4" receiver 2 5 AR5010 Ball mount 2 HitchHiker Trailer Hitch Racks AR1096 2" receiver AR1095 2" receiver AR1094 1-1/4" receiver AR1093 1-1/4" receiver AR1079 Complete carrier, fits standard ball hitch No. of Ship Bikes Wt 4 26 3 19 4 19 3 15 2 12 1 Hitch Tite • Device removes play between trailer hitch and rack AR4015 For 1-1/4" receiver hitch AR4021 For 2" receiver hitch Pickup Truck Bed Mount • Holds two bikes with fork clamp, and two front wheels • Clamps to sides of pickup bed Ship Wt AR1061 Fits 53-58" width bed (mini pickups) 15 --------------- ._ Weer AR1062 Fits 63-68" width bed (large pickups) 16 ----------- Odds And Ends AR3035 Hatch Hugger Adapter, for glass hatch backs AR2060 Protect-O-Pads, set of four -_,._ ! ..-.,.- AR1085 Wall hugger bracket #1085, for hanging one i bicycle, a pair of hooks holds bike 9" from wall, also good for storing hoses, tools, etc. ._ .......... U _ AR1085 m MA8098 Automobile rack fit chart MA8100 Outdoor parking systems brochure AR2046 #2046 third strap kit AR2047 #2047 80" strap with S-hook .,--. ____- ....� AR3037 .Bike Beam, installs top tube on ladies bike for I easier rack mounting AR1052 Trunk rack toot pad, each --------------- QUALITY BICYICLE PRODUCTS 251 165 rM `fv . ..tef7^e � pole r a1 -- r,?;� •f" 10 IDS. 7w�O i 10 lbs. 10 lbs. 1t lbs. 11 IDS. `•"' :gip.' 121bs. ,i No. L � Cat. No. 31 JIM y JIS13 AS14 OWei L for p. s.iww, L Wet Locations E RML Series Roadway Luminaire 150 watts to 400 watts High Pressure Sodium Metal Halide PRODUCT SPECIFICATIONS ❑ APPLICATIONS Roadway, parking lot lighting. Any outdoor captive stainless steel hardware. Heat and application where tight light Control to prevent shock resistant tempered glass is sealed to glare and fight trespass is desired. frame via liquid silicone. Lens frame assembly ❑ CONSTRUCTION is sealed to horsing vla neoprene rubber gasket. Deluxe porcelain socket pulse rated Seamless one-piece die-cast aluminum for 4KV. Aluminum arm featuring ample spice housing eliminates the threat of leaning chamber allows use of 600C wire, (1500C Finished In Duraplex lie bronze polyester wire must be used when splices are made powder for superior res,startce against the internally in the fudge). Arms are factory elements. One-piece die-cast aluminum lens installed on the fixture to speed field frame with nlegral hinges held fastened with installation to square or round 4" poles. ORDERING INFORMATION Catit" I watts Lamp Base ES Classm am" Weight HIGH PRESSURE SODIUM RML319" 150 E1& Clear Mogul Type III HPF-CWA 34 Ibis. ■RML3260LX 250 E18. Clear Mog14 Type III HPF-CWA 38 lbs. ■RML34MU 400 E18. Clear Mogul Type 111 HPF-CWA 42 lbs. METAL HALIDE RML31751AA 175 B2& Clear Mogul Type III HPF-CWA 32 lbs. ■ RML3250MA 250 B2& Clear Mogul Type III HPF-CWA 34 Ds. ■ RML3400MA 40D 837. Clear Mogul Tvoe III HPFCWA 35 Ds. uROlatvhg — m' "% plate field curvets ✓nil from round to eqL— or equate to round poll rrav6rlg. VOLTAGE —Speedy vaaatle: 120120W 2-W 277V or 490V. For rhAe-foci (120V, 20l 240V W 277V) rider 'MTH-. iflMODIFIED TYPE N: For Modified! Type IV forward prow =Huge "3" in Cy Nor. 0'4". i—RM1,4150l m MODIFIED TYPE II- For MpaTied Type II dono ea, change "3' in Cal No. to '2- fie — 1ML2150L%. ACCESSORIES To add factory options The following are field installed add appropriate suffix to Cat. No. accessories. Order by Cat No. Suffix Cal No. FUSING-. Fusing protects HID circuitryn GLARE SHIELD Architectural bronze pole mounbW installationsit is suggested panted aluminum sectidnT may be field that fuses are mounted wriTin pole base installed in patterns of two (at any caner) for accessibility and ease of maintenance. three side w four side configurations. For 120V and 277V Single fusing ...... FS Four side assemblies provide 150 cul-off, For 208v. 240V and 480V 4 piece assembly ................... RL550 Double fulfil ...................... FFS LEXAN VISOR: Gear vardal-prod PHOTOCONTROL: Factory -installed polyearbonate shield prdect5 against pug-in-Mst-eoloCk dusk -to -dawn rocks, al pellets, or other missiles. control (P400 series) meets EEI-NEMA To mount Glare Shield and Lexan visor standards. Temperature range minus on the same fodure, consult factory .... RL S52 500F to pus 1500 F. Buif-in time delay CAST ALUMINUM MOUNTING PLATE: eliminates off -and -on cycling due to Finished in Duraplex II^ prone polyester momentary fight flashes, Control matches powder. Cast -in template mounts arm to specified fixture voltage rating......... TLR/PC any we recess bon ................. RL10 PHOTOCONTROL:(Button-Type) factory installed in housdg back ...... PCB ■Stock fern: Nortnamy carried in factory stock and/or at local regional warehouses. -7 : ❑ OPTICS One-piece hydroformed ARake reflector for consistara and efficient Photometric performance. Reflector system m precisely designed for IES Type 111 cul-off. Excellent contra places only 14% of the light W house. side to minimize trespass and 43% m street - side for superior efficiency. Refer to Section 12 for photometric data. ❑ BALLAST High power factor CWA ballast. Refer to Section 12 for electrical data. ❑ INSTALLATION Mooting arm is equipped with cast mounting plate. Plate is flat on one side fa mounting to square poles and curved on the other side for mounting of 4" round poles. Arm features splice chamber. Accessories available for surface mounting. ❑ LAMP Clear mogul base lamps as specified. (Not supplied.) Refer to Section 12 for lamp data. TemplNa T _ r T T� EPA= 1,30 sq. f. TENON MOUNT: (2%' 00) One Arts ........................ ..RMA10 Two Arms at 900 ................... RMA25 Two Arms at 1800 .................. RMA20 Three Arms at 90.................—RMA35 Four Arno at 900 ................... RMA40 M 37 1, N/F I The Heritage utomotive Group E�•spu.q mu •ray sac, I N/F IThe Heritage Automotive Group, 1580 Shelburne Rd S Burlington, VT 05403 I II I� J I I I Z I I I. I I I I I I I I I I I I I I E.. 9$ i N/F Remove 550 Sf of exislmy pavement and revegetote. Provide o shallow channel for stormwoter treptment. Goss tined c""I is 130'1on9, 4.5, wide with`a 1.5X sIgoe Pizzogolli Properties, 462 Shelburne Rd �tl Burlington, VT 05401 { �t � = zz'mrv:r�rP °� B rh ro I _ _ _- � _ m°r °,° ram. a •ar5. I y� 205 I co a •1 M Or 1 \\ `� 4 existing O parking \ /nstall stab' conslractian entronce. \ Planning and Zoning lnformotion 1,950 Sf of new pavement that does not Owner/Apphcont: Rovo LLC P.O. Box 566 drain to stormwoter infdtrotion system. Burlington, Vermont 05402 Runoff wilt be treated in shallow, gross lined Swale shown down slope. Porch 40... 0720-00045 •+ zo' I Use erosion control Address: 45 Green Mountain Drive rma, matting on sides/opes South Burlington, Vermont 05403 that are 3.�1 a steeper \ New 6" reveal I - Area 7.65 Acres (f 77,860 s!) _ concrete curb �'o ze'rx,•r rz•r«vr /I N `'•� Zoning: C2 -Commercial 2 •-z1�� /"/' =-i�=,,,,;•„ Allowed Lot Coverage 70X Proposed = 6209 !-End curb I � y $pOceS PP✓Imw/r '� 2 o a., End curb{- 1 m�PP;• d � ,e' m•P,• \\ .= rw,evmo•,y «Pry I I C � i\ b er groYaV � :a I ' - -. -_ - - aa•e P•d Install silt lenee I ° __ ova=wore. o/ong contour / sR+a-nr•, � I •, •{ lP•ex«dy 'x'P'°+« `•orw Existing - - _2 Building ! /2• i P I I New stormwoter I I 1 I l y k filtration chambers (20). I I Stwmrech 5C-310 or approved equal. I I Rapo/oce 1,600 s.! f � 1 zs I a existing grown lot withoo pervious $.,tote Owner I �. 1 can choose from the ! a variety of pervious I ro•r� I sections shown on details i I � o /1 existng � 6 sheet C-3, must be I porkmg s°O'wOr V approved by the Engineer I I spaces Ip avh I e I I I � �•r� b ��« a- I 1 l�l � I I I � `=bollard• � • � yoM . II .r, r• b,.n new bike �.... . into/, inset p oteclon'. install- —'-'- —� Marsh Mot ear'n/et F,7I- I I I - ">---------_l over catch bosin frame. / Create low spot J I I I e mnn far overflow I I I ! I I I I i/ °y�so•d. © End 1 gl c.ro ProposedAddtiona/ �® Parking and Pzlve, 8 I 27spao s, tl _. Area = 15, 70 s f. ©5 I I Nhlll rf1 e� Install -ry _ New Catch So barrier fence Rim 1/1.8' Q tnv. 2085' (to in.t7hahi rn) r"`" r -'4 Fh+' azl ©- Nrew stormwoter , h7trotia, chambers -I h 0 7so/otor Row" (3) i } h-+ N/f- 21 New /2 HOP,'torm, ^� s University of Vermont laid ft, I@ 10g S Prospect St S Burlington, VT 05405 r T ® e 5 O f} 9 New solid cover drainage manhole. H r«u I In V. 208.5' F /B' I O I «usr IT o, IFI _ p ryl 3 t1 ew storm water infdtration chambers 7so/otor Row" (3) Iry N � N o . S 16 New Cot Rm 211.8 iav 208.5' (to in tra ionJ ,y bcuar 1 h B I 14 11 I h locus, ._211' , © @ ® m I 1 I - h N/F I Robert Sermon, LLC 35 Green Mountain Dr S. Burlington, VT 05403 Notes: / n s plan has been prepared from o topographic survey performed in ✓onuory 2016 by Krebs and Lonsing Consulting Engineers. 2. this plan is in no way a boundary survey Approximate property lines are from City of South Burlington to, mops. 3 Elevations o,e based on NA V988 and horizontal coordnotes ore based on the NAD83, Vermont State Plane, US Survey Feet. 4. Utilities on this plan ore based on physical evidence found n the Geld and site plan by Ruggiono Engineerinq doted ✓u/y 25, 2010 L eQen ol Existing Woods Line — — — — Limit of wvtershed Proposed Woods Clearing oho Overhead Power Existing Water ✓olve - - Approx. Property Line ® Existing Drain Monhale —r�- - - - - Existing Star- © Existing Sewer Manhole —ST- - - - - — Proposed Storm Existing Catch Bosin 9 Existing Gas ® Proposed Catch Basin Existing Sewer 1;c Hydront —•- - - EWVinq Water o Bogard ¢ Light Pole o- - - • • Existing Fence -: Survey Control Point Existing contour line e>< Drainage flow Proposed Contour Line 7roffic low Br Barrier Fence at Infiltration test Silt Fence rar� Soil test pit • • • m � I EX/SANG COVERAGE COND/770N5 Building - 8,400 s. f. bu,7dn9 coverage - (8,400 Sf/71,850 Sf)•100 - 11. 7X Pavement = 15,550 s. f. Grove/ = 6, 775 s. f. Totol Coverage 30.065 s.f. X Coverage = 41.8 X 1'(30,065 s.f. /71,850 SO • 1001 PROPOSED COVERAGE CON01770NS.' Building = 8,400 s. f Povement - 74,950 s.f. Grovel = 4,500 s. f. New Pervious Surface = 1, 600 s.f. Additional area, f new parking lot = 15,070 s.f. Total Proposed Coverage = 44,520 sf. X Coverage = 62.0 X [(44,520 s.f. /71,860 S. f.) • 100] PARKING R£OU/REMEN7S' 806,9 Area - 8.400 St Existing tenants Portland Goss - 3,916 s.f Keene Medical Products - 4.484 s. f Parking use al0$$i -tiara$ (7ob/e 13-2 of SBLDR) Portland Goss - Auto and motorcycle soles, service and repair - 2 spaces per 1, 000 s.f. • 3916 w 8 spaces Keene Medico/ Products - Retail Business - 5 spaces per 1,000 S. f • 4.484 - 2J spaces Minimum required parking - 31 spaces Parking regurrernent waiver of 76X wos granted m 2006, see site plan approval ISP-05-17 Current required parking = 25 goo-, Parking provided - 47 spaces. Note: This proposal provides more than the minimum 31 parking spaces that am required No pork/ng waver ,s being requested Soil Logs Engineer lon ✓ewkes, P.E NLWTO = No ledge or water to depth Date: March 31. 2016 NW7V No woter to depth HSWT High seasonal water table ntel 0.12" Oark blown-11Y tops.! 11-76" eown mum to coarse sand, m.ny— s, � se 2690" i Bht bra sedum to ma--nd, roots to 60", dsdnct co/ ei,76", verysmallseep Lwbottomofhoie NSWrp 76'' NLW/D 7NM7 0-13" OarAbrownsandy Mpsdl 13-29' Brown medium to roarse sand, many roots, loose 29107" t ght On medium ro coarse sand, shshw firm, many roars, stain co/ L-69", seep LN 107" NSWr69' N1WR1 Infiltration Tests. rest Pt$ Rote (ilch/hourJ 1 54 2 70 O 2C' 40' d0 120' Bar Scale i" = 20 Location MaD " = , MBe For Permit Re vie w 10-?D-16 No `es �egar>ing Olock locust trees lAJ )0-20-16 Oare ren'sed Oescrip ti.r cued Dote Design G ✓/S✓tf/ Site Plan Drown GTD Checked /A✓ sale 1"- 20, 45 Green Mountain Drive Date Oct. 4. 2016 Project 16104 1 Green Mountain Drive South Burlin ton, Vet on KRZ9S & LxANSINC Consulting Engineers Inc. 164 Afain Street, Colchester, Vermont 05446 C-1 Construction Notes ---------------- ,. The methods and muferio/s v n shall sonloon [o the /lest rfondwds o! foe Cify o/ South Bur/inq(on d Me State u/ ✓ermon(. A /l de in on /arm once wifh o// permits and opera rots is ued /w the Plotc I. In [ of conft-,, th, Mwe shmgenf specilicotiw shall oddly be determined by the Engineer At work shot/ be done ;n o wnrkmon/ike moon' and comp/sled in /he lime specified by Own'. 2 re Conlrocfor snot/ be responsble /w all work end moe'ia/s sh and required to make be job complets. these °wings do no( show every fitting or oppurfenonce. Mafe'id/s shall be as specified on the drawings. Monurcfur's protlucf speci{'ca/ions shot/ be submitted tar l/ mat'io/s (o fne Engineer /or opProva/ prior fo insfo//o hop J The locohwr and —e of exshn9 und'groun0 utihhee is no( warronled to be exact ar complete. re Con(rocfo' moll held loco(. vI utilities and snI,, contact the off -fed uti/ify canpony, the Engineer and the Town If Co/cheser Prior to mak;ng any nook ups. The Confrectw shoo/ be sle/y responsible for III exrsfing utilities a their u ;nt—eee 11 ef s Al o- ?e becklYl, sheering and shoring, dewoterinq, cleonng and grubbing, ' confro/� dust cw,frl11111c c-"'. grating, and oil in "—els spa// de included os port o/ Me required work/on 4 Rpo,, or ol/ ls-- webs, granny. seeding m-9, rots of roods and curbs paving, and tie- incidentals -de, os par( df the required work. Al disturbed used, shot/ be loomed ✓rid mulched unfit p'monen( ground cover 11 es(odhshed 5 the Cmfroctor sNl/ verily l/ norizan(o/ c-- and femporory bench marks before use. 6 The workmen and public slid// be proeee(ed by the Confroctw Irani any and u1/ hozords connected with the nsfrueeion k w Open ecn renes mates uipmen eqt w; thin (he w k;ng hm;e a e fa be go,—, by Me !'de p..lebomrbodes or /log m r At bbrri-- ter( r position o might a e to be proper/y lighted Kerosene pots or fob/e. en s e-II the usable pavement m flog rill be employed to d;d Me now of froffic sb that ccpMr ill ben undue d ,d re Contracfw sho// be held repons 1, the -fell o/ o/ workmen and (hegeneral public and d/ damages Ib per(y occurring from ar upon the work -o tined by neglrgenc. or sh/ e bheld responsible /or Ile sa/e(y of al/ workmen d one-- public and vllc-9,s (o prperly occ mq from w upon the work o ned by ne9/;9ents or day or nigh( within the working or Al w rk shall be in conlwmonce to OSHA-9,1,ttins title 19. Ports 1925651 one 1926652, and opphcoble to ✓OSHA sego/°(ions. Pr.consfrucfiw E co vafion v os shown an the plan shop de compteed prior to beginning site utility work and prior to wd'inq structures. rem, 1pn traitor snag ulaw one Eng-A, m k ro provide design deo-b— based information obtained Nam (he Preconsfruchon Ecorohun. fie Con (roc!' "/' c act fne Engine at lease 24 hours ;n advance of p'ermin9 Me ex ration. In addition fo the designaeed /'recons�ruction E corohons one Conbd ed, sno// vari/y all uf/ify inf.rsecfions and contact Engine' and Owner w;fh can/ices. r. coneroeeor sno/ coned O;q Safe prior 1. any escdvafion. rmpo'ory sill fenre sho/l be erected pros to any le-9 or onsfrucfion. Forcing may be jetted in phases I,, m hall c nstruchon o/ cle-9 proceed / cing. c Spec —ob may be design ated by the Owner hbn for p111111 of 111t,1g trees. rase areas shall be the Contracfw'sreponsibilify to insure no domoge ;s done to designoled frees. 10 Existing plonf/ngs are toted ;n 9—ot areas or shown on fne p/ohs. Confroctw shot/ protect plantings scheduled to remmn ed os not to domoge these w the, ,It systems. 11. Contractor still/ verify o// Uhoily '-Po- by excorohon a( /eosf J00 /(. i od✓once If all pee /1yi19 octiviher The En9;ne d Own us( be conece'd .1h cwtcfs. Folure Io comply with pro/ecf requ--is still s vwe/y hm;( the Can(racfw horn pursong n,, c/o;m to compmsohbn resv/fing tom conticfs will the existing uOd- 12 CIN—tor shall comply wifh v/l permits dnd opp bible ,sued for (his prajec(. I.i It rs the Confroeeor's repon'ddily for'01-1s and costs related to compaction fasting 14 Slope sladilily upon a solurafed sal cdnl(ions. I/ during cos —lion sotwoted so✓s ore encoun!'ed, contact one Engine' immed/afd, a v;da seed d 1/4 "' rod;us Concrete Curb - Broom nnisn co cress + o ° u a" or os npr,d on plan 40 - Al jo,n to ben rot /rh;sbed b ° bituminous' s ref, - Expansion joints every 20' - Score 1/3 1.11 depth of U Levering c n 10" int'vo/r 1 ° - Use 3500 psi concrete a 0 4 !1 - PiovNa evspanrion j `iul where s�dewolk i gb;nxf rb. 9rbasv II^y`-_II (I04 .05A, corse) use an(,-spolhnq on eonereee ca"efe curb ((yp.) curb. L�pical Concrete Curb Detail N. T. S. Co, frneeor shall vo ex te end T'nove tpoop 6" of exrsfing d' secffw and rploee w;eh 4"' o/ crushed grove/ /evelinq a and 2'' of b; luminous concrete pavement. New knish grode shop I", existing ground. Th;ckn.rs of exisfinq pavement (32) d 4 a d a d 6 n e s a Ex sting graves OpM rise I. set up and main/o/n signs and oMer safety con,- le-', 5 App/y hquid asphalt eoek to ✓,shoo/ foces ;n o mann uniform er. 2 Remade hoe and patch o ea by cutting w;tn o vest, so Do not puddle lock coot on boefom o/ not,. rota squ ore or /ills ?o,q'lbr shop, and cut side !oces vw i oly 6. Fill top of, wifh type f/hickp bituminous c tree and compact nw o oI"-e d ord sd;d mot' ;! anun d arod note to eoudd n . than 2" . Each 11 should be povemen (. thoroughly campoceed with o v;brv(nry pIole compactor or J Backlit french ;n 6" lifts and compact each lia a 95X of Portable roller. Exp'ience nosh— thoe 15 to 20 posses eah m density of odl'mum moisture content os detemined by vibrarwy roller and mix emperoture obove 250F (1211C) o e ASTM 069E standard proctor. u so rutergood compaction. eve I s./and lamps I,ld only d_^ ue forsm sea oto ear r ) a, Remove v/l loose mo('ol and fhwough/y s eel the Hole area c/eon o! mud and standing wafer 7 C n up a am Do not /eo exce s !n o excorofad moferio/ noble po,ment. Remo✓ev so/etyssign,s. Reo/°cement of Existing Bituminous Pavement - J" Bituminous Concrete -ePavement TCo'pId " - T, /y/ (4o6. of) VTA OT Standar See Site p/on !orOeclh'Catian for Construction cross s/ape Bose 2' - Type It (406 03) VTAOT Standard 5pecibcotion for Construction 6" rushed grovel /soling e 704 05A !- VTAOT Stondord ,qgF AI Specih'cotion for Construction 72" crushed grove/ subbase 704 05A co se VTAOT Stondord ar Specihca(ion to, Construction Sand Borrow for Fill 70JO Earth subgrode VIAOT Stondord Specification for Construction 2011 Miror /obitic 500Y Minimum overtop .spec ficotlons: tb be 24" 1 The mo('iol su a dpths mown or inimum requiremene. ✓ashgahan of o...1,ng r ondiliwsg'snrequ;red And depenb;n9 xsting soil c ofions�l the subbase depths may thong, rT recommended De on indpendell 11 tech ( eh engineer. 2 ueofexfie ;loots sho/r meet !h ,'sots a! ✓AOT Section 720 for robdbeo subgrode and underdrd,ul encher. J Sand Darrow s eel the requirements If ✓AOI Subsection IOJOJ 4 Grave/ bases eel (be requirements of✓Subse)OJ04 5 Crushed grove/ rh set the requirements, off m ✓AOT ction Subsection 703.05 6 Crushed stone snot meet the requ;rempfs o/ AOt )OJ 10 Typical Asphalt Paved Cross —Section N rs Asphc1t Pavement and Crushed Gravel Subbase Construction Notes M. a.Pl/va/e rele — Maly t f e ,move sebeese - ttne.le ams Wraps, one sNewoes) 1. Po ,q /of Ind ckcutoban roods still be cons(ruc(ed to the !fne obd grade shown ob the drawings. Tire road and uttiry locotians shot/ be as fypicoty defated unless ath'wise shown. 2 Ad rood and poikmq construuciod, shot be completed in occordonde edh the ✓ ono Agency of Tronpwrohao Stondord SpecitroHans for Construction"2011. J re Conboc(or shot fo/bw v moot Highroy "P r"otions (2011) Sechm 201 11 for P/aong ono spreddmg embankments. 4 Fill matenol shoo meet the requbemenl to, sand barrow section IOJOJ o/ Me ✓'mob( Agency of /onpwea(ian Stondord $ecifrcabon /v Cdnstruc(ion 2011 F/l slid/ be Placed in !2" (J0.5 cm) lift, we/fed de required and —ocred w/th sOtis/bcf y compaction equipment (o It less (non 95A of maximum d y density os let—ined by the AASHTO-1-99 Seondwd Proetw. 5 Rood kr Me sections evil! be placed bod compacted o minimum o/ 3 feet (0.9 m) obb.e lop of ony utility to be insfoeed before trench is awted / pipe p/°cement tin trenches and cat sections, the contractor ehor provide 11 n-,e, y sties mq, wing and I brng to main,' romprcnce wiM doOSHAIWO A regulations 6 M."dJs for cbnstr hdn o/ subgrode shoe con/wm to Y on( Hryn y *,cI55kd6b,s (2011) 20111 7 Any subgrode w subbase d'slurbed by Cmrroclor or rmdered unsuitable by construction moMin'y, still be —I— and rep/eced with sand borrow corrfwmmg (a section IOJOJ It the ✓'man( Agency of Troneyorlo(oin Stondord SPecib I—e lw Conslruction 2006 or the Coblbcfw's a rse. me subgrode still be compacted tono( less than 95R It maximum dry density de de—ed by the AASHMO 99 Stondord Proc(w, 6 the Contractor sho// be ,el— , to, caordinolibn of and coefe of dl c poc(ide feeling and sots odl e;e be defined by Plans odd pecil'cotions. 9 c shed grovel subbase to, povemen( snow conform to v moot Hlo y Specificof/cvrs (2006) Jac X4. 05, lode 70, 05A, coarse. 10 tew/ing course shoo coot to ✓ermon! Highway Speci6co(ions (2011) 301, 70405, Table 704,05A, Me. 11 Bitumindo, obbonot. PI— I still con/ m to ✓,imam Highway Speci/cottons (2006) Section 404 and 406 Bind' course sho// be Tjpe Q and finish wearing course shot be rjpe OL 12 Sieve Ano/ysis /w Sieve Ano/ysre / r )O4.OSA 5re.e Analysts f �04. 05A IOJ OJ Sand Borrow rse) Crushed Gravel for 5ubbose (Foe) Crushed Crovo for Subbase Sere Description T fine' by weigh( Se.e Oescnp(ion X .' I, e;ohf sieve Descrlpl- At liner by weight 2" (50 mm) l00 4' (100 mmJ 95-100 2" (50 mm) too 15- (J15 min) 90-100 /'4 (4 75 mmJ 25-50 1.5' (J75 mmJ go too 5" (125 mmJ )0-l00 Poo (150 pmJ 0-12 !a (4. 15 mm) 30-60 14 (4. 75 min) 50-100 p 1200 (75 pmJ 0-5 oo (150 pm) 0-12 poo (150 yin) 0-20 Woo (75 pm) 0-6 11200 (75 pmJ 0-6 Notes: Restoration of Road and Driveway Areas Disturbed by UN1ty Trenches 1 Rood res(omlion ,boll be to the l;n and grade shaven on (he dr1-91the road and uhl;fy locations sho// be o.s typically OefarYed unless oM'w/se Shown. 2 All rood and driv , rr estora(ion shall be completed in accurdonce with the specm ✓ oot Agency of rII-Ilflon 5on fdard 5peclhcatiws .o "2011, h /ter c /led ✓ one t/lgnwoy Specificoeions eihcot—e found on ese eh plops and Cify/Town Spec;hcotiws. one core of c &,e,r the more rl"hgent specificahbn shall dolly as determined by Me Engineer. J The Confroctw sno// to/law ✓ermon( Highwoy Spec/r'cbld,, (2011) 5echon 20J 11 !w ploc;ng and spreaony embankments. 4 Fil/ moferio/ /or road embankment shall be ppro ved by Me Engineer. Fill sho// be placed in 12' lifts, welted and —pocfed with so(is/oeeo y compochon equipment to 95Z of maximum density (5ondord Procfw) 5 Rood in fill sections shall be placed and compacted d mi u of J /eel above fop of ony ✓linty to be installed be/ e I rs voted er pipe p/dcemenf. n trenches -1 — s "I C c(w 11provide I,,necer ary sheeting, shoring and bracing to moinrin c p/;once w�M I// OSHA/W5ttA rirequ/a finnswfro 6 Methods for construction of subgrode still —for- fo ✓ invert Highwoy 5pec;hcoei-e 2011) 20311 or os determined by the Engineer 7 Any —,ode, or subbase osturbed by Contracfw, or rendered unsuitable by construction machinery, shall be rem ved and 'paced wfh pprored granola; ba I&I of the Confrdcror's expense. Me subgrode shall be cpmporfed to of fain of /eosf 95X of the maximum density (fandord Procfw) before p/o q road or embankment materials. 6Me Conroctor shot/ b, respons/ble for coordinolion of compaction testing m the rood one '!;lisp benches 9 5" fit, sho c form (o ✓ermon! /'91—y 5pecihcofione (2011) 7OJ 03,, !oboe 7030JA. Grd 1, borrow .sho/ conform to the ✓ermon! Highwoy 5pec;hcafions 70304 Granular Borrow, rble 70304A. 10 .,ravel .5ubbose .shoIt conform to ✓ermon( Highwoy Specihcahons (2011) 10a. 05 Table 701 05A, cows,. For Permit Re vie w ode re isee oes,. "— Ichecked Design __Cr2l,5 . C/Vol Details Drawn _ GO Checked 1A✓ Scale nf.=. 45 Green Mountain Drive Date Oct. 4. 2016 Project 76704 Green Mountain Drive South Bustin ton, Vermon A-RFBS & L,4NS/N67 Consutting Fnganeers, /no. 16'4 fain Street, Colchester, Vermont 05446 C a iltration S stem Construction Notes All upstream upslope construction shall be complete and stablll ed prior to allo in runo' 1, to enter an in iltration s -stems _"Stablh ed" shall mean paved sur aces ' ashed crushed stone' or ve etated areas that have established a dense and vi orous vei etative cover COVER ENTIRE ROW WITH -� INSPECTION PORT MIRAF116ON GEOTEXTILE / SEE DETAIL 12" OUTLET FROM TOP OF ISOLATOR ROW TO MANIFOLD TRUNK 2'-C" J — 2 LAYERS OF MIRAFI 50OX BETWEEN FOUNDATION 12" HOPE ACCESS PIPE STONE AND CHAMBERS IN A 6-e" WIDE STRIP Typical Isolctlon Row Trench Cross Section N T.S POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBER 2" TO 5" WASHED STONE OR BANK RUN GRAVEL MIRAFI 100N GEOTEXTILE T STORMTECH SC-310 CHAMBERS 1 OR APPROVED EQUAL. INDIVIDUAL CHAMBERS ARE 10" HIGH X 34" WIDE X 90.7" LONG. CONNECT CHAMBERS TO ATTAIN LENGTHS SPECIFIED ON PLANS, SCARIFY OR RAKE BOTTOM AND SIDES OF TRENCH PRIOR TO FILLING WITH STONE CHAMBER ENDCAP STORMTECH SC310 OR APPROVED EQUAL COMPACTED GRANULAR FILL Typical lnfiltration Trench Cross Section Nr5 12" OUTLET MANIFOLD STUB 12" OUTLET MANIFOLD TRUNK )idle! MANIFOLD. InV 3 STORMTECH SC-310 OR APPROVED EQUAL Typical Infiltration Row Inlet N. Ts. Boa— -at". uncle' roods ar oved o� us( sub ode roof roll An p pas g p y trench area That does at successful/y proof roll elail, of the embarrkm ..pens., how sufficient materiel removed one replaced with oaceptab/e embankment matnro/ and comPacled to prate acceptable proof ra/ coneifkns. -o, Pawwg fit eiisfin fie Con hoctw shall be responsible rw compUing paved '^'Pexb ovnd slgnfly with OSHA ✓OSHA regaotims. Bocwfai motma shai antoin no stones grefrr 90A GorenJlum da"'y n w m fera15' ins and —Pact i dicofed §� "1 to J/4" d7� St— main and sernces c124" shed stone 6 undi'srvrbed morer/a—�� , ,� , (se it. plan) Tvoical Storm Trench Detail N T. S Catch basin Mare' e -a "'i" stoat be 6" high Neenah R-J588 Fenn B R-J405-A Type 74" grote. or egtoe' f lope n A// mach",lift hales shell be grouted inside and out with 4. e pondoae grain. Mostic. "0" ring butyl rope. Mona/fhtc base First joint shall be high- th an 1 amP i f f /emotion. n o 1. Undisturbed material 12" INLET MANIFOLD STUB 12" INLET MANIFOLD TRUNK Inlet MANIFOLD. Inv. 208.92 Cost rii dace w precast cootie.. grax rings. Use doss B concrete (J, 500 psi) between cost iron / e one prates/ creme total &bearwe w precosf cancre.e rgs w rpproequa. Brck id mortar is not Paceii Catch basin by Comp, S.O. Ireland or equal. ASW spec. C478 4.000 PSI concrete - stea reinforced to .5711 Specs. AASHTO H-20 white/ land i - Cost in p/ace a press sea gasket /w a/ ppe one bons to /,act., Row J/4' (o 1112" crushed stone Catch Basin Detail N. T. S Infiltration _Trench Maintenance Schedu/� Tosk Frequency Remove obstructions, debris, and trash from As needed infiltration French and dispose of property, Monitor observation well or yord drain to confirm Annually, 2-J days often storm that trench has drained. Mow and trim vegetation around the trench to As needed moin[oin a neat and orderly oppeoronce. Inspect pretreatment devices and diversion structures Annually for sediment build up and structural damage. Remove sediment and oil/grease from pretreatment As needed following annual inspection devices, as we// os overflow structures. 4" SCH40 PVC SCREW-N CAP C 2 Piece, ,!!aloe type valve box with top 4" SH40 PVC PIPE flange box tap and boasnatell flush will Onish grade 4" SCH40 PVC COUPLING 1- 4" SCH40 PVC PIPE NOTES: 8^ 1. INSPECTION PORT MUST BE CONNECTED THROUGH KNOCK -OUT LOCATED AT CENTER OF CHAMBER.1 F CORE 4Y"0 HOLE IN INFILTRATION CHAMBER ` 2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CHAMBER CEMENTED. I CRUSHED STONE-- -�MIRAFI 1e0N GEOTEXTILE CONNECTION DETAIL Typical Inspection Port Cross Section N. T. S. .-........ . 5w a ermeable roded ASrM 9 P P 9 6 granite stone info back openings. 2-J/4" thick Pine Ho// Back StormPove (Heavy Outy) pervious brick paver or approved equal Extend y/ depth subbase 6"' beyond edge of brick, typical 1 6- Subbase AASHTO M4J for No. 2 of No 24 stone Stone shall be washed and clean 1 I Bed ppe in J14 ashed--1 crushed stone Minimum 2" crushed stone under pipe and 6" on each side. Extend stone fo subbase depth and over/op fabric (12" min.) 4" of J/8" HM 6" drainage stone 9 Aluminum r spar ve by (washed) ) Permo/oc or o roved a uo/ PP O �I�.__�I' Fini h shall a Block Durof/ex. I � s s a 6 `/nslo// droinoge fabric (Mira/i Install per monufocturers 170N, or equal) between "Cam AM for Heavy / J/8" droinoge stone and Vehicular Loads. Use on all AASHTO , r2 or �V24 stone sides of unsupported brick. 6" topsoil over rood/wolk �--r- -vb--- y]subbase e site an droinoge i ° o stone See site plan for grodng 4,1e" " '�°°O eo ° °�� o " PWgp Miroff, 17ON under edge restrain[ to hold in p/ace. ri OVP//Oa a° o ° _ ::.' wrap oil sides of _ Smooth stone with Mira# `-NOTE No underdrain shall be prepared 77ON to prevent used with this pervious section subgrode migration of adjacent soil into Pervious Brick Paver Walkway Detail stone voids. N.TS 8:6'x5" thick STORMCRETE pervious precast concrete panels Panels may be replaced with Pine Hall Brick StormPove (Heavy Duty) pervious brick paver or approved equal Secure expansion pint (5" deep) to concrete pone/ along all edges that abut povement. Joint filer shall be resilient non-extrudhg cellular fiber pint, uniform/y saturated with asphalt, offering o minirnunh of 70X recovery after compression. Storm Mains The ppe for storm sewer shall be as shown on the plans and detailed below: All ppe sholl be laid to the line and grode as shown on the plans. RCP - Reinrwced concrete ppe - ape shoe conform to Vermant standard Speoncot/ons for Corse-t— Seclian 710, and AA5HT0 1110 HDPE - 5moo11 wolfed Corrugaled - Ppe moll be sde fight Pnd con/wen to AASHrO M294• rlpe S (ADS N12 H,91 Density Parethylene Pipe ar -,ea equal) t294 ✓rein Moterial 5pscih'c'ofim may be waived as approved by the £ngneer. PVC SOR 35 - Paywll! chloride pipe - Prpe sho/I conform ro A51M Specihcotion D-JOJ4 or 1619, (PVC) Sewer Pipe and Fit!ngs. SOR35 ACCCMP - cwragored al-4- meld/ pipe - Ppe sho// conform to stWdord specih'cotions for CCU pipe, AA5Hr0. M190 Pipe shall how o polymeric coo Hog conforming to AA5170 M 246 7lpe 9 whet. indicated, Contractor shop meta. 24" wide bonds with a woher.lyh. yorket in lieu of standard pipe collars PVC SDR 35 ppe sholl not be installed when the temperature drops below -72' F or goes above 100' F unless prior approval is obtained from the Engineer Extra core is required when handling PVC pipe during cold weather. PVC pipe sholl not be stored outside once exposed to prolonged periods of sunlight as pipe d'scolorotion and reduction in pipe impact strength will occur. /f PVC pipe is to be stored on site for 1 month or longer it shall be covered with con Jos or other opaque material Stormwater System Maintenance Schedule I. me stormeoler system is comprised of any, portion of he sire Snot dir tw wys afar. 2 me s'chheate, )eteih must be inspected regularly and repaired os reW ed Specioi art flan must be given to venter I— ice conditions. J the site shah be reviewed including catch basins, i &Irotiwr chambers, two es, wgefobion, pow le etc. Once repays w cleaning will be per/ mad as necessary. 4. n the spring all pe— surfaces shall be swop! Al cahected debris shall be disposed of in an upiand area and i hmea,le, stobli d or disposed oe approved by rha Owner. 5 Catch basin sumps sho% be droned as required yl. See Typlco/ oO Rood Crass Section Deloil ,,ova 80 subgrode or compacted &lit. Miro6 170N Min. 12" over/op. //-4" thick J/B" HM washed l drainage stone under brick / pavers. extend stone 6 Site pion 6,J Past permeable measures. . <rr ° Uh-a i 770N, or approved =ob"0` equal Extend 0" subb°ase 4 flit be/ow AASHrB M4J for ° base. Prior Noe 2 or No. ?4',' °e to bockhlling stone. Stone sh&P cover sides be washed and and top of stone. Cut subgrode to full depth-- 3 It. beyond edge of new STOR4fCRVE panels NOIE No underdrain shall be used with this Mirofh' 170N, or approved pervious section equal Typical Pervious Concrete Parking Detail N. T S. 8•15:r5" thick STORMCRETE pervious precast concrete panels Panels may be replaced with Pine Hall Brick StormPove (Heavy Duty) pervious brick paver or approved equal oe Subgrode or compacted fill 01 qua o SrON£ SPEC/F/CAROMS FOR PERVIOUS PA ONO AASHTO U43 No 1 stone shall meet the ralowing gradation requirements Sieve X Fin, J` 700 2-1/2" 90-100 2" J5-70 7-112' 0-15 J14" 0-5 AASHTO M4J No. 24 Stone shall meet the following gradation requirements. Sieve X Finer J 100 2-1/2" go- too 1-1/2" 25-65 J/4" 0-10 112" 0-5 Note: Alternative droinoge stone configurations may be acceptable for use if pre -approved by Engineer. Miroli 170N °AASHTB 4" thick JIB" HM washed Min. 12" ova lbp, drainage stone under brick povers. extend stone 12" post site __-P _ion 12" permeable measures. Mirah 170111, or approved equal. If Extend 4 ft. below O"min, subbase -moo base. Prior to M4J /or ° bocklilling cover Nae 2 or No. 24,.°0z °o sides and top o/ stone. Stone stone shall be washed and clean. � vcnap Subgrode compactsd fit/' a170N, or approved NOTE No underdraequal. in .quol.% shall be used with this pervious section Typical Pervious Concrete Access Drive Detail NTS For Permit Review IO 20 /h tl. dra_n Gam pervious paving seclioi., lA, 10-20-16 Dot Ja(c Civil Details Drawn OiO Checked /A✓ sale __IS 45 Green Moun tail Drive Date Oct. 4 2016 Project 16704 - Green Mountain Drive South Burlington, verin 1 XRBBS & L41VSINC Consulting Fngzne&r*, Inc. tB4 JIain Street Colchester, PP?7nont 0"4(6 gym, C_ j C Erosion Prevention and Sediment Control Notes 1. Contractor Shall be responsible /or comp/ying with all Stole and Loco/ er&sian pre—han and sediment control standards and permit requirements dying construction. 2 The limit of dsturbonce shall be clearly defined by Contractors surw yr prior to clearing. Erosion ono' sediment contra/ devices shall be established to trap sediment on site. J All erosion contra sho/ be placed as shown an the d-wings or as ordered by the Engineer The Cantroctor shall maintain the erosion, central measures until the Engineer is satisfied that permanent ground cover is estbhshed and that further measures are at required /t shall be the repansibih'ty of the Contmetor to employ appropriate erasian control as shown on these drawings and any other measures as necessary to trap sediment an site. 4 A// areas of disturbance shall be permanently or lempororpy stabilized as seen as possible and within 48 hours Of final grading. Al/ areas of dsturbonce shall be at least temporarily s(ablized within /4 days of initial disturbance. Any dsturbonce after 14 or 21 consecutive days of exposed sail shall be stablized doily unless the fallowing exceptions apply o. S(obihi-ti-n is not required if earthwork is to continue )n the area in the next 14 hours and there is no precipitation foreaest in the next 24 hours. b. Slobilirahan is not required if the work is occunmg in a salt-cantaine0 excavation (:e. n aufet) with a depth of 2 ft. or greater (erg. house foundation e,c& han, utility trenches) Stabilization measures shelf include mulch and netting, erosion control matting, crushed stone growl, or pavement 5 Refer to the Law Risk Site Handbook / Erosion Prevention and Sediment Control for acceptble methods of stabillotion. 6 The Contractor shall use water f dust control. The Contractor shall provide inlet protection around of, catch basins (existing or new) that collect onstructian site stormeofer runoff C shed stone inlet protection may be used in non -paved areas For catch basins in paved oreas B" Falter Sox, by F7trexx, or equal, shell be used as in/et protection. B A stabilized crosNuction entrance (see Detail) shall be instilled and momtoined of a// construction access locations. 9 Ali powd roads used by construction wh c/es shall be swept doily during periods of active construction, or of a greater frequency, if dirt or grovel is tracked ban the site. The swept debris shall be immediately rememd from the curb face if applicable. 10. All temporay erosion and sediment control measures shall be removed within JO doys offer F ol stobihiolion or all- the measures arc no /anger needed, unless otherwise authorized. It All sedmenI remorod from sedmenl control practices shall be placed in an &ppro wed soil dposol 12. All areas that d not haw esfobh'shed vegetation by October l5h must be stabilized in accord. ce with the Nfntw Construction Requirements listed an this sheet. 11 After permanent seeding the Contractor shall be ,V-sible / watering, if necessary, to ensure adequate vegetolive growth, 14. Wafer Nan dewde-ng octirilie5 that flaws off site must be dear Woter must not be pumped into storms sewers, lakes, or wetlands unless the wafer is clear. 15 The Contractor shall be responsible / all inspection and maintenance of the erosion pre`rnlian and sediment control practices / the protect. Inspections and corresponding reports shall be performed at a mh i, once a week and offer every precpitahan event that results in o discharge hen the site. 16. All Site Contractors shall submit to the State a Contractor Request for Co-Penmittee Status /hm prior to beginning construction. Winter Construction Reyijirements (October 15th - April 15th) r Far areas to be stabilized by vegetation, seeding shall be completed no later than September 15th to ensure adequate growth and cover. 2 /f seeding is not completed by September 15th, addticn&l non -vegetative protection must be used to stabilize the site for the winter period. This includes the use of Erosion Control Molting or netting of a heavy mulch /Oyer. J Nhere mulch is used far temporary slob//iz&lion it must be applied at double the standard rote, or a minimum of J inches with on 8OX-90X cover. 4. Stoblized Construction Entrances she// be enlarged to provide t snow stockpiling. 5 Limits of disturbance shah be moved or replaced to reflect any reused boundaries of winter work. 6. A snow management plan shall be prepared with adequate storage and contra/ of meltwater. requiring cleared snow to be stored down slope of of/ areas of dsturbonce and out of stormwater treatment structures. 7 A minimum 25 loot buffer shall be maintained from perimeter controls such as silt fence. 6 Drainage structures must be kept open and free at snow and ice dams. P S7t fence and other practices requiring earth disturbance must be installed ahead of /roan ground 70 TO ensure cover of disturbed soil in advance of o melt event, areas of disturbed soil must be stabilized of the and of each work day, with the /l/owing exceptions - If n0 precpitotion within 24 hours is forecast and work wpf resume fn the some disturbed a within 24 hours, dedy slobihiotion is nat necessary Disturbed areas that collect and retain runoff, such as house foundation ar open utility trenches. all. Prior to stabilization, snow Or ice must be removed to less than 1 inch thickness. 12 Use stone to slobillre areas such as the perimeter of buddhgs under construction or where construction vehicle traffic rs onticpaled Slone paths should be 10-20 feet wide to accommodate vMicu/or (ra/tic Wood Stakes diver an down slpe side of lmce Mrafr' IOOx f/ter fabric at Mirof 100, filter fabric to stokes an ups side. Staple fabric to snow fence A stake oy tab c li bottom Silt fence spacing chart with growl Stone 571 / ce pacing 5X to lox 50 flor less toe Sap, LOX to 20S 25 ft. or /ers F� i B&uosr II Szape I II I I I II > 20X 15 It. or less ji II II II II II 1 II Section A —A A Typ/co/ Temporary Silt Fence Erosion Control Barrier N. T S. B� 4 Existing ground _ ------ in Miroli 500X lobric Provide appropriate transition Proli/e between Stobilzed Construction Entrance and Public Right of Way 40, in. ' Public E xisfing 12' min. 4" minus Right of ground crushed stone Way __7 min. rod Plan Note - Contractor shall be responsible for the installation, maintenance, and re-eme of a stabilized construction entrance at each construction entrance for the preeecf. The Construction Stabilized Entrance and its continued maintenance shall be a minimum measure to prevent tracking of sediment off -site. - Contractor to use Mirol�f 500x under stone for temporory construction roods. - Stabilized construction entrances shall be repaired when voids ore BOX filled with sediment Repair shall include adding additional 4" minus crushed stone and/or remove/ of contominoled stone. Temporary Stabilized Construction Entrance N. T S. Erosion Control Slonket North American Green S758N Mae-fl/ Specifications Eraawn antral ei 1 .roan eve a mochwe-prowicea mar or roux bgnBdfrwd straw. O ail, anal eve of cv wxw,r r t ins arrow e,w rr air a A— me enfke ® f re err me r anal !w, Ae on the rya ,era ool n- Bwar Boa era v maw a np to imp wBa bin eawaroeoae rmoBr, sr b. s7sev oil mwvrwarvre by North Amw,cw Green, Inc. tell-B67-66J1) a epuiroienl. Crbabn ca,rrd Dknkel Inver how IM rauawna Prrpwfre�: orwid coeenr r straw anal (sal roe/n.ael (zy •v/ zJ Nerrmq are tiBe any. (ww Mbwn tool ewesgpeaas natural w4ank /roes xwignf yyrow�afwr sJ roapoaa av if. lnreoe eiaewyoevaw pnrm<a SIscliew-, (awJ Nk/fn 117 seer I WmJ [mglh OB Mf Jz 91.nJ fro f alp sal. aaW (s ,l)zlan wg/ Insrdlee Ps per manuhcrwwi spec/pcarions. SLOPE INSTALLATION p'p AMERI CAN GREEN o O / 1,'a wdA.,�r�� .w7' w N07F BLANKET SHALL BE USED ON SLOPES 2 1 OR SLEEPER Typical Rolled Erosion Control Product (Erosion Control Blanket) _ Al r5 Wood stokes di— an outside of fence Cange polyester mesh webbing by word Cup Supply or approved equal (2" wide n.) Fasten fence wood Stake ^ 7-1 to stake Orange polyester mesh webbing 00, lby Nut/o' Cup Supplyy ar opprowed equal. (2" wid min.) II Section A —A A V Ta be installed at the limits of the construction ore-. See P/ens. Typical Construction Limit Fencino Al rs Soil and Seeding Notes 1. Tps&q shall be screened and sho// hove o minimum 4" depth unless od0'fionae depth is specified an the plans Topsoil shall be natural. fertile, friable sop representotim of locolproductive sor7 and bee of cloy lumps, stones, subsoil or other { ign matter, not frozen a muddy. Acidity range PH 5-7 not less than three (J) percent humus. Samples will be required l pprome! All s 7 testing costs wisp be paid by Contractor 2 Commercial ferflier shall be a complete plant food contoining nitrogen (50X o gonib) phosphoric acid and potash. Sol/ tests will indicate composition required J Hyde seeding )s the preferred practice /or turf establishment. Specifi'catians ore. Fer7l7er 19-19-19 75 /bs per 1,000 gv/fans of water Lime: 100/bs. per 1,000 gallons of water Seed6 Abs per 1, 000 square feet 71.46X Min. Fufura 3000 Per Rye Coss Cerm. PDX 14.B1X Min. Dynasty fall Fescue Cerm: 90X 9. 74X M. Ceeping Red Fescue Germ: 90X 2 J2X Mox. Crop t6JX Mox. Inert 0 06X Max. Weed Mulch: 300 /bs. per 1,000 glans of water. TOciler: 5 Abs. per 1,000 gallons of wafer. 4. Me gross seed may be applied by hand method at a rote of 6 /bs. per 1,000 sq. ft. 5. Areas howng sail compaction as a result of construction shall be rote -tilled prig to seeding. 6. /f hand seeding, only straw mulch is to be used and secured by netting either organic or inagonic. if inorganic is used, it must be removed before the first mowing. 7 Starter ferflia she/l be applied of the n—ol rote of the time of seeding. Ferlibie/ application will ,at be &lowed in sensitive areas and &dpcenl to drainage ways as determined by the Engineer. 6 Wafering is to be done by the Conroctor to maintain proper growth. Cantractor shall supply the water and all pparofus necessary to poly the wafer (-.e. hoses, sprinklers. etc.). 9 Stoking at al/ tpsaded areas to conlro✓ feet traffic will be required Acceptable staking materials will be 9r* stokes and Mine or string with Nagging attached for visibility Contractor is responsible to maintain stokes throughout the warranty period. 10. A guar&nlee through the firs/ growing season is required with any parse or bore areas larger than 1 sq. ftto be redone 11. The Contractor shall test topsoil to determine proper pplicafian rote of lime and fertilizer. Submit tests to Engineer f app—al, 12. Seeding is permitted from May /5 - June 15. and Augusl /5 - September 15. Other seeding is possible of other times with prior approve/ from the Engineer. For Permit Review Design C1n/5NH EPSC Details Drown GTU Checked /AJ $C01e n. Ls 45 Green Moun twin Drive Date Oct. 4 20t6 Project 16104 Creep Mountain Drive South Burlier ton ✓ermor ART'BS & LANSINC Consulting Bngineersa Inc. 164 JUain Street, Colchester, Permont 0",M C— 4 No Text 0 9'-011TYR ALIGN STAKES PARALLEL W/ ROAD OR WALKS EDGE OF WALK OR CURB A. TREE STAKING ALONG ROAD OR WALKS DIRECTION OF PREVAILING WIND ALIGN STAKES PARALLEL W/ DIRECTION OF PREVAILING WIND. ALL STAKES TO BE CONSISTENT. B. TREE STAKING IN OPEN SPACES O 120` 126' 3" CALIPER TREES (:: ORLARGER - ALIGN 2 STAKES PARALLEL 120= W/ ROAD OR WALKS O O �_ EDGE OF WALK OR CURB C. TREE GUYING (-Q1 TREE STAKING LAYOUT ILA NO SCALE p-Stake.dwg TREE A PLANTING -101 LAWN SUB -BASE LANDSCAPE BACKFILL MIX FOR TREE PLANTING BEDS, REFER TO SOIL PREPARATION SPECIFICATION ,(+CONTINUOUS TREE PLANTING PIT Na SCALE 1/2" = V-0" S-continuous tree pit. dwg NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT EXCEED 80% COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED SOILS ARE PRESENT NYLON STRAP WITH 3/4" GROMMETS, REFER TO SPECIFICATIONS FASTEN WIRE BELOW POINT OF MAJOR BRANCHING OR TO MAJOR OUTSIDE TRUNK. 2 z" HARDWOOD STAKES. ALIGN — STAKES PARALLEL W/ ROAD/ WALKS OR PARALLEL W/ DIRECTION OF PREVAILING WIND, REFER TO TREE STAKING DETAIL TEMPORARY WATERING BASIN BREAK APART EDGE OF EXCAVATION - W/ SHOVEL AND BLEND PLANT MIX W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE UNDISTURBED GRADE EXCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE -- DECIDUOUS TREE TOP OF ROOTBALL, ROOT FLARE SHOULD BE EVIDENT. IF ROOT FLARE IS NOT EVIDENT, THEN SCRAPE OFF THE TOP LAYER OF SOIL BUILD UP ON TOP OF ROOTBALL FROM NURSERY 2" HEMLOCK BARK MULCH REMOVE TOP HALF OF WIRE CAGE CUT AND REMOVE BURLAP FROM ROOTBALL BACKFILL MIX FOR TREE PLANTING BEDS, REFER TO SOIL PREPARATION SPECIFICATION FINISH GRADE NOTE: 1. ALL TREE PLANTING BEDS ARE TO BE CONTINUOUS, COMPLETELY DUG OUT AND BACKFILLED WITH THE -III- PROPER PLANTING BED BACKFILL MATERIAL, REFER TO SOIL PREPARATION SPECIFICATION. TREE PLANTING 16" BEDS INCLUDE PARKING ISLANDS. REFER TO CONTINUOUS TREE PIT DETAIL A TREE PLANTING SCALE 1/4"= V-0" p-decidtree,dwg BACKFILL TREE PIT WITH LANDSCAPE BACKFILL, REFER TO SOIL PREPARATION SPECIFICATION A�jTREE PLANTING PIT PLAN SCALE 11P V-0" p-tree planting pit ptan,dwg GREEN MOUNTAIN DRIVE South Burlington, Vermont %SE GROUP Landscape Architects and Planners 131 C h u r c h S t r a a t Burlington, VT 05401 tel: 802. BB 2. 00 98 fax: 802. SB 5. 2440 www.sagroup.com North Scale. AS NOTED Data 10/04MM Drawn By: MKW Checked By: MKW Revisions: Title PLANTING DETAILS .,naAi Nether LA-101 Project Number: --- File'. I I I IEXISTING THE TO REMAIN I I I Green I Mountain I Orlve I I I I I IEXISTING TREE TO REMAIN I I I I IEXISTING TREE - TO REMAIN I I I I I EXISTING TREES TO REMAIN EXISTING TREES TO REMAIN EXISTING TREES TO REMAIN EXISTING TREES TO REMAIN I I r I I � I EX'ISTING TREES I I m TO REMAIN t I EXISTING TREES TO REMAIN I �I I CONTINUOUS TREE PIT NOTES: 1. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PLANT QUANTITIES FOUND IN THE PLANTING PLANS. IF ANY DISCREPANCIES ARE FOUND, LANDSCAPE ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY. 2. FINAL LAYOUT AND PLACEMENT OF ALL PLANT MATERIAL TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 3. CONTRACTOR IS RESPONSIBLE TO SEED ALL DISTURBED AREAS ACCORDING TO THE SPECIFICATIONS. 4. REFER TO PLANTING DETAILS FOR PROPER PLANT MATERIAL INSTALLATION REQUIREMENTS. 5. ALL TREE, SHRUB AND PERENNIAL PLANTING BEDS ARE TO BE CONTINUOUS, COMPLETELY DUG OUT AND BACKFILLED WITH THE PROPER PLANTING BED BACKFILL MATERIAL TO DEPTH SPECIFIED IN DETAILS AND SOIL PREPARATION SPECIFICATION, 6. IF THE LANDSCAPE CONTRACTOR PROPOSES A SUBSTITUTE PLANT SPECIES, ALL SUBSTITUTES NEED TO BE APPROVED BY THE CITY OF SOUTH BURLINGTON CITY ARBORIST AND LANDSCAPE ARCHITECT IN WRITING PRIOR TO ORDERING. PLANT LIST KEY BOTANICAL NAME COMMON NAME CITY. SIZE REMARKS DECIDUOUS TREES: AF Acer freemani'Sienna' Sienna Glen Red Maple 2 2.5-3" Cal. B&B, S' Branching Ht. (Min.) EVERGREEN TREES: TO Thule occidnetalis'Nigra' Dark American Arborvitae 7 5-6' Tall B&B, Full GREEN MOUNTAIN DRIVE South Burlington, Vermont ;?"SE GROVE Landscape Architects and Planners 131 C h u r c h S t r e e t Burlington, VT 05401 tel: 802. 862.0098 fax. 802.865.2440 wwwsegroup. corn S No. Scale: 1'=20' Date: 101042016 Drawn By: MKW Checked By: MKW 0 10' 20 Ala Reei:aona Graphic Scale: 7"=20' E� 1�� ° OCT 0 city of So. Burlington Title PLANTING PLAN Sheet Number LA-100 ra�e,:r Nr„rme— C R 0 0 a 8,-0" TYP. 18U ALIGN STAKES PARALLEL W/ ROAD OR WALKS 180' EDGE OF WALK OR CURB A. TREE STAKING ALONG ROAD OR WALKS DIRECTION OF PREVAILING WIND ALIGN STAKES PARALLEL W/ DIRECTION OF PREVAILING WIND. ALL STAKES TO BE CONSISTENT. B. TREE STAKING IN OPEN SPACES O 120` 120' 3" CALIPER TREES ORLARGER - ALIGN 2 STAKES PARALLEL O 126 O W/ ROAD OR WALKS EDGE OF WALK OR CURB C. TREEGUYING TREE STAKING LAYOUT NO SCALE LAWN SUB -BASE LANDSCAPE BACKFILL MIX FOR TREE PLANTING BEDS, REFER TO SOIL PREPARATION SPECIFICATION C CONTINUOUS TREE PLANTING PIT SCALE 1/2" = 1'-0" s-continuous tree pit,dwg CONTINUOUS NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT EXCEED 80% COMPACTION, DRAINAGE WILL BE REQUIRED IF COMPACTED SOILS ARE PRESENT NYLON STRAP WITH 3/4" GROMMETS, REFER TO SPECIFICATIONS FASTEN WIRE BELOW POINT OF — MAJOR BRANCHING OR TO MAJOR OUTSIDE TRUNK. 2 }'HARDWOOD STAKES. ALIGN — STAKES PARALLEL W/ ROAD/ WALKS OR PARALLEL W/ DIRECTION OF PREVAILING WIND, REFER TO TREE STAKING DETAIL TEMPORARY WATERING BASIN BREAK APART EDGE OF EXCAVATION - W/ SHOVEL AND BLEND PLANT MIX W/ EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE UNDISTURBED GRADE EXCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE DECIDUOUS TREE TOP OF ROOTBALL, ROOT FLARE SHOULD BE EVIDENT. IF ROOT FLARE IS NOT EVIDENT, THEN SCRAPE OFF THE TOP LAYER OF SOIL BUILD UP ON TOP OF ROOTBALL FROM NURSERY 2" HEMLOCK BARK MULCH REMOVE TOP HALF OF WIRE CAGE CUT AND REMOVE BURLAP FROM ROOTBALL BACKFILL MIX FOR TREE PLANTING BEDS, REFER TO SOIL PREPARATION SPECIFICATION FINISH GRADE NOTE: 1. ALL TREE PLANTING BEDS ARE TO BE CONTINUOUS, COMPLETELY DUG OUT AND BACKFILLED WITH THE PROPER PLANTING BED BACKFILL MATERIAL, REFER TO SOIL PREPARATION SPECIFICATION. TREE PLANTING 18" 18" BEDS INCLUDE PARKING ISLANDS. REFER TO CONTINUOUS TREE PIT DETAIL A TREE PLANTING p-stake.dwg SCALE 1/4"= V-0" p-decidtree.dwg w. bo .... CONTINUOUS TREE PIT - BACKFILL TREE PIT WITH - LANDSCAPE BACKFILL, REFER TO SOIL PREPARATION SPECIFICATION INDIVIDUAL TREE PIT D TREE PLANTING PIT PLAN SCALE 1/4"= 1'-0'• p-tree planting pit plan.dwg City of So. Burlington GREEN MOUNTAIN DRIVE South Burlington, Vermont %Sc GROW Landscape Architects and Planners 131 C h u r c h Street Burlington, VT 05401 tel: 802.862. 0098 fax: 802.865,2440 ww w. as group. com North Scale: AS NOTED Date: 10/042016 Drawn By. MKW Checked By: MKW Revisions Tiae PLANTING DETAILS Sbeer ri mb LA-101 Project Number. File SE GROUP 131 Church Street, Burlington, Vermont 05401 STATEMENT OF PROBABLE COST Project Name Shearer - Green Mountain Drive Project Drawing Referenced: LA-100 - Landscape Plan Date Prepared: August 25. 2016 Date of Prices: Summer 2016 Project Status: Revisions: Sheet 1 of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AF Sienna Glenn Red Maple 2 EA. $550.00 $1,100.00 2.5-3" Cal. TO Dark American Arborvitae 7 EA. $200.00 $1,400.00 5-6' Tall Total: $2,500.00 �HE� `-1F- '� t 01 City of So. Burlington V ray From: Ian Jewkes <ian.jewkes@krebsandlansing.com> Sent: Thursday, September 29, 2016 11:40 AM To: ray; Malcolm Willard Subject: Site Plan Review of 45 Green Mountain Drive (RAVA, LLC) Dear Ray, I am writing to formally request a continuance of the RAVA, LLC site plan application review for 45 Green Mountain Drive from the October 5, 2016 meeting to the October 19, 2016 hearing. We will deliver the $50.00 fee for the continuance to you office later today. Thank you, Ian A. Jewkes, PE 7200, LLS 639 Krebs and Lansing Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, Vermont 05446 T:(802) 878-0375 Cell:(802) 922-8892 ian.j_ewkesgkrebsandlansing com E CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 23rd day of Septeml, 20 16, a copy of the foregoing public notice for Site Plan Applicatic[type of application] # SP-16-61 [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) Heritage Automotive Groub Robert Berman, LLC Heritage Automotive Groub Pizzagalli Properties UVM & State Agricultural 1580 Shelburne Road, South Burlington, VT 05403 35 Green Mountain Drive, South Burlington, VT 05403 1580 Shelburne Road, South Burlington, VT 05403 462 Shelburne Road #1, Burlington, VT 05401 109 South Prospect Street, Burlington, VT 05405 Dated at Colchester[town/city], Vermont, this 23rd day of September , 2016 Printed Name: Katelyn Esterby, Krebs & Lansing Consulting Engine, Phone number and email: (802) 878-0375, email@krebsandlansing.com Signature: Katelyn Esterby �.a•.°, �. -°°�a•a°° Date: 9[9/201 6 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 SE GROUP 131 Church Street, Burlington, Vermont 05401 STATEMENT OF PROBABLE COST Project Name Shearer - Green Mountain Drive Project Drawing Referenced: LA-100 - Landscape Plan Date Prepared: August 25, 2016 Date of Prices: Summer 2016 Project Status: Revisions: Sheet 1 of 1 KEY ITEM QUANTITY UNIT UNIT COST SUB TOTAL REMARKS TREES AF Sienna Glenn Red Maple 2 EA. $550.00 $1,100.00 2.5-3" Cal. P a JWhite Spruce 1 EA. $580.00 $580.00 8-10' Tall PGb White Spruce 2 EA. $350.00 $700.00 6-7' Tall Total: 1 $2,380.00 ray From: ray Sent: Thursday, September 01, 2016 2:34 PM To: 'ian jewkes@krebsandlansing.com' Subject: 45 Green Mountain Drive Ian, I have reviewed the site plan application for development at 45 Green Mountain Drive and find that it is incomplete for the following reasons: • The plan does not include handicapped parking spaces as required under Section 13.01 (1) of the LDRs. • The plan does not include snow storage areas • The plan indicates that there will be new bike rack but does not indicate its location • The application does not include a landscaping budget prepared by a landscape professional Once you have submitted updated plans and the landscape budget, the application will be deemed complete and can be scheduled for a hearing before the DR13. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburi.com www.sbpathtosustainabiiity.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. KREBS & LANSING Consulting Engineers, Inc 164 Main Street, Suite 201 Colchester, VT 05446 Telephone (802) 878-0375, Fax 878-9618 ian.jewkes@krebsandlansing.com August 31, 2016 Ray Belair Zoning Administrator City of South Burlington 575 Dorset Street S. Burlington, VT 05403 RE: 45 Green Mountain Drive RAVA, LLC Dear Ray: Please find attached a site plan application for proposed alterations to the parking associated with the 8,400 square foot commercial building located at 45 Green Mountain Drive. Bill Shearer (d.b.a. RAVA, LLC) recently purchased this property from GMS Realty, LLP. There are presently two tenants in this building, Keene Medical Supply (4,284 square feet) and Portland Glass (4,116 square feet). Under the current zoning, the required parking is 31 spaces. The last approval granted to GMS Realty, LLP in 2010 provided 26 spaces (#SP-09-37). That site plan relies on angled parking in the rear of the building. Bill feels that this does not function well and would like to replace the 11 angled parking spaces with five parallel parking spaces. This would allow better traffic flow around the building and provide room to upgrade the trash enclosures. After this change there will be a total of 20 parking spaces on the existing parking area. Therefore, at least 11 additional spaces are required to meet the zoning requirements. In order to do this, we are proposing another parking area in the rear of the property. This lot is sized for 27 more parking spaces. The stormwater generated by the new impervious surface is being treated and detained in a new stormwater system located under the parking area. The landscaping design was completed by Michael Willard of SE Group. This design calls for preservation of existing mature trees around the perimeter of the new parking area project and five new trees filling the gaps. No changes are being proposed to the landscaping at the front of the property. No new lighting or fencing is being proposed at this time. Thank you, G' Ian A. Jewkes, VT P.E. 7200 Enclosures Krebs & Lansing Consulting Engineers, Inc 1 I P a g e KREBS & LANSING CONSULTING ENGINEERS, INC. 164 Main Street Colchester, Vermont 05446 email@krebsandlansing.com (802) 878-0375 FAX (802) 878-9618 TO: Ray Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 WE ARE SENDING YOU: 0 Attached ❑ Shop drawings ❑ Prints ❑ Copy of letter ❑ Change order LETTER OF TRANSMITTAL Date: September 2, 2016 Job: 16104 Attention: Ray Belair Re: 45 Green Mountain Drive 9le�; ❑ Under separate cover via the following items: d Plans ❑ Samples ❑ Specifications ❑ CD ❑ DATE NO. DESCRIPTION COPIES 4 06.27.16 C-1 Site Plan (3 full size, 1 11"x17") 4 06.27.16 C-2 Civil Details (3 full size, 1 11"x17") 4 06.27.16 C-3 Civil Details (3 full size, 1 11"x17") 4 06.27.16 C-4 EPSC Details (3 full size, 1 11"x17") 4 08.01.16 LA-100 Planting Plan (3 full size, 1 11"x17") 4 08.01.16 LA-101 Planting Details (3 full size, 1 11"x17") THESE ARE TRANSMITTED as checked below: * For approval ❑ Approved as submitted ❑ For your use ❑ Approved as noted * As requested ❑ Returned for corrections ❑ For review and comment ❑ ❑ For Permit Review ❑ FOR BIDS DUE REMARKS: Please contact us with any questions or comments. Thank you. ❑ Resubmit ❑ Submit _ ❑ Return copies for approval copies for distribution corrected prints ❑ PRINTS RETURNED AFTER LOAN TO US Mailed: COPY TO: SIGNED: Katelyn Esterby On behalf of Jesse Carswell DEVELOPMENT REVIEW BOARD 18 APRIL 2006 Ms. Quimby then moved to approve Site Plan Application #SP-06-18 of Harry Loso subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. 8. ite Plan Application 4SP-06-17 of Ann Roche Casual Furniture, Inc., to amend a previously approved plan for an 8400 sq. ft. building used for auto service. The amendment consists of converting 4484 sq. ft. from auto service to retail use, 45 Green Mountain Drive: Mr. Roche said they are just changing the use of part of the building to retail. Mr. Belair said staff has no issues. Ms. Quimby moved to approve Site Plan Application #SP-06-17 of Ann Roche Casual Furniture subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 9. Public Hearing: Final Plat Application #SD-06-14 of Eighty Midas Drive, LLC, for a planned unit development consisting of. 1) razing a 2526 sq. ft. general office building, and 2) constructing an 8,480 sq. ft. general office building including a drive-in bank, 80 Midas Drive: Mr. Vock said lighting, landscaping, and circulation recommendations have been incorporated into the plan. The Fire Chief is OK with the circulation. Mr. Vock indicated that with regard to electric service, a transformer has been moved. He indicated the new location on the plan. Mr. Dinklage stressed that employees and customers must park on this site. If there is a problem, the applicant will have to come back and deal with it. There is to be no parking on the Grand Union lot. The applicant attested that they will build what they have shown on the elevations. Mr. Posher, an adjoining neighbor asked about stormwater runoff. Mr. Vock said there will be no changes from what exists now. Ms. Quimby then moved to approve Final Plat Application #SD-06-14 of Eighty Midas Drive subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 10. Sketch Plan Application #SD-06-17 of O'Brien Brothers Agency for a planned unit development to construct a 50,000 sq. ft. contractor or building trade facility, 472 Meadowland Drive: -5- � 1 SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 May 18, 20o6 Paul & Anne Roche 212 Meadowood Drive South Burlington, VT 05403 Re: Minutes — 45 Green Mountain Drive Dear Mr. & Mrs. Roche: For your records, enclosed is a copy of the approved minutes from the April 18, 2oo6 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, `bRc h Betsy McDonough Planning & Zoning Assistant Encl. f CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 C0D1xiJ1-,-1Y�- April 6, 20o6 Meadowood Enterprises, LPA 212 Meadowood Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a draft agenda for the April 18, 2006 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 4471 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, + t�q 6� Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGT6, DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 April 6, 20o6 David Main GE Healthcare/IDX PO Box 1070 Burlington, VT 05402 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 April 18, 2006 Development Review Board meeting. It includes a proposal that abuts your property. Under Title 24, Section 4471 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 Mc onough fL Planning & Zoning Assistant Encl. Page 1 of 1 Betsy McDonough From: Betsy McDonough [emcdonough@sburl.com] Sent: Monday, April 17, 2006 9:02 AM To: 'anrochecas@aol.com' Subject: Green Mountain Drive - Staff Comments Hi — Attached are staff comments to the DRB regarding your Green Mountain Drive property. Please make sure someone is at the meeting at 7:30pm. If you have any questions, please let us know! -Betsy Betsy McDonough South Burlington Planning & Zoning 575 Dorset Street South Burlington, VT 05403 (802)846-4106 4/17/2006 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD Agenda # 8 Owner/ Meadowood Enterprises, LPA 212 Meadowood Drive South Burlington, VT 05403 Location Map DEPARTMENT OF PLANNING & ZONING Report preparation date: April 14, 2006 Application received: March 28, 2006 SITE PLAN APPLICATION #SP-06-17 45 GREEN MOUNTAIN DRIVE date: April 18, 2006 Applicant Paul E. Roche Ann Roche Casual Furniture Inc. 212 Meadowood Drive South Burlinaton. VT 05403 Property Information Tax Parcel 0720-00045 Commercial 2 District 57,700 Square Feet CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Ann Roche Casual Furniture, hereafter referred to as the applicant, is seeking site plan approval to amend a previously approved plan for an 8400 sq. ft. building used for auto service. The amendment consists of converting 4484 sq. ft. from auto service to retail use, 45 Green Mountain Drive. Associate Planner Cathyann LaRose, and Administrative Officer Ray Belair, hereinafter referred to herein as Staff, have reviewed the plans and have the following comments: ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements C2 Zoning District Required Proposed Min. Lot Size 40,000 SF 41,370 SF Max. Building Coverage 40% 14.% Max. Total Coverage 70% 25% Max. Front Yard Coverage 30% 12% Min. Front Setback 30 ft. 80 ft. Min. Side Setback 10 ft. 40 ft. Min. Rear Setback 30 ft. >150 ft. 4 zoning compliance SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations (SBLDR) 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. The proposed building will accomplish a desirable transition from structure to structure or from structure to site. According to Table 13-2 of the South Burlington Land Development Regulations, Retail Business use requires five (5) parking spaces for every 1,000 square feet of gross floor area (GFA) and Auto Sales requires two (2) spaces for every 1,000 square foot of GFA. Thus, the proposed 4,484 square feet of retail sales and 3,916 square feet of auto sales will require 31 parking spaces. Twenty-two (22) spaces including one (1) designated as handicapped appear to be shown on the plan. The applicant is therefore requesting a parking waiver of nine spaces, or 29%. As this is a waiver greater than the Board has the authority to grant, the applicant should revise the plans to show a number of parking spaces allowable under the SBLDR. Furthermore, some of the spaces shown on the northern edge of the property do not appear to meet the minimum size requirements included in the SBLDR. This should be changed on the site plan so as to be in compliance. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING 1. The site plan shall be revised to show a number of parking spaces allowable under the SBLDR. 2. The site plan shall be revised to show all parking spaces in compliance with the dimensional requirements included in Table 13-8 of the SBLDR. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The parking spaces are primarily located in the front of the building. However, this building is already in existence and has been for some time. Relocating the parking to the rear of the building would require significant clearing of existing trees. Staff would prefer the parking be to the front of the building than for the trees to be cleared on this lot. (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. The building is in existence and is currently one (1) story including a storage loft. It is currently16' high, which is consistent with the SBLDR and the development on surrounding properties. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 3. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall 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. Staff feels this requirement is being met. (t) 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. Staff feels that the proposed building relates harmoniously to the existing buildings in the vicinity. 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 onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not feel it is necessary to create access to the properties that abut the subject property. (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. CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD rd DEPARTMENT OF PLANNING & ZONING As noted above, 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). The plans depict one (1) screened dumpster on the northeasterly corner of the building. (d) Landscaping and Screening Requirements This application does not require a landscaping plan or minimum landscaping budget. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage areas must be specified and located in an area that will minimize the potential for run-off. The plans depict adequate snow storage area(s). Lighting Pursuant to Section 13.07(A) of the Land Development Regulations, all exterior lighting shall be shielded and downcasting to prevent light from spilling onto adjacent properties and rights -of - way. The applicant has not submitted exterior lighting details for the proposed lighting. If the applicant wishes to install lighting not already approved on or around the building or subject lot, they will need additional approval for this. Access/Circulation The proposed access to the subject property is a 36' wide curb -cut on Green Mountain Drive. Staff finds this acceptable. Circulation on the site is adequate. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is depicted on the plans. Traffic According to the 7th Edition of the ITE Trip Generation Manual, the 4484 sq. ft. of retail use will generate 12.15 PM Peak vehicle trip ends. The 3916 sq. ft. of auto sales will generate 13.24 PM Peak vehicle trip ends, for a total of 25.39 VTE's. As this property is not located in a traffic overlay district and there is actually a decrease in vehicle trip ends over the existing use, staff finds no issues with the traffic generation from the proposed use. Other 4. If necessary, the applicant shall obtain wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hinds, prior to issuance of a zoning permit. CITY OF SOUTH BURLINGTON 5 DEVELOPMENT REVIEW BOARD RECOMMENDATION DEPARTMENT OF PLANNING & ZONING Staff recommends that the Development Review Board approve Site Plan application #SP-06-17, subject to the numbered conditions above. Respectfully submitted, Z athya LaRose, Associate Planner Copy to: Paul Roche, applicant Property Sketch Show the existing property layout and proposed improvements below. ` 2, "Peo _ P7 L o ro s eo Ab b n dn(S . ASSESSOR/APPRAISER NOTES FOR PROPERTY UNDER CONSTRUCTION Inspection date % of Total Cumulative % of Total ❑ Site work, permit, forms, water/sewer hookup 5 5 ❑ Concrete foundation 8 13 ❑ Rough framing 21 34 ❑ Roof cover' 4 38 ❑ Windows & exterior doors 2 40 ❑ Rough -in plumbing 4 44 ❑ Insulation 2 46 ❑ Rough -in electric and mechanical 11 57 ❑ Exterior cover 6 63 ❑ Interior drywall 8 71 ❑ Plumbing fixtures 5 76 ❑ Built-in cabinets, interior doors, trim etc. 13 89 ❑ Floor covers 3 92 ❑ Light fixtures, built-in appliances, hardware 5 97 ❑ Painting & decorating 3 100 7 4(2 V�(/ CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person Who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to ever been heard by the DRB. 24 V.S.A. § 4461(b)(3) eUpon rson recce receipt of r body notice of a earing d having the environmental court, the DRB must supply a list of interested persons to the peal to appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE;- AM NAME MAILING ADDRESS PROJECT OF INTEREST Z 1 L l�'1�'�cv"c w tU� J^ �� �r,v 11�j T7✓ IJ tj CD C— l�Dt_c caS-ZIL16 fil Trud(W ,5 �" 'o �,, CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURt,1NGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 19, 2006 Paul & Ann Roche 212 Meadowood Drive South Burlington, VT 05403 Re: 45 Green Mountain Drive Dear Mr. & Mrs. Roche: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the Development Review Board on April 18, 2006. Please note the conditions of approval including that you obtain a zoning permit within six (6) months. If you have any questions, please contact me. Sincerely, 4 P Betsy onough Planning &Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7005 3110 0004 4484 6418 N/F I The Heritage Automotive Group N/F The Heritage Automotive Group, I 1580 Shelburne Rd S Burlington, VT I 05403 I I I I I I I I I I I I I I I, I 99 c I e poi spy 1 � & 1 L� �'mm. 1 landscaping 1 r a°,Sry�w°,o I J O -x. escaping _ D / 1 Existing Building I i I I 1 1 I I b � � o parking , spaces �q 1 I y � c . ., u , ! i stal inlet .. orocrmn lnsron � Mdsn Nor Con i 1 � Mlet Facer o am vine °. <° corm eosin bane I u m.ve I IIrI I No tes: 1. Th,s plon has been prepared from a topographic survey perfumed in ✓onuary ?O16 by Krebs and Lansing Consulting Engineers. 2. 7his plan is in no way a boundary survey Approximate property lines are from City of South Burlington tax mops. J. Elevations ore based on AIAVD88 and horizontal coordhotes are based on the NAD83, Vermont State Plane, US Survey Feet. 4. Utilities an this plan are based on physical evidence found n the field and site plan by Ruggiono Engineering doted ✓uly 25, 2010. 1V/F Pizzogolli Properties, 462 Shelburne Rd #1 Bur/ington, VT 05407 Use era ca,na matting m sideslopes MOI __ arc 3r a reepa. N/F Robert Berman, LLC 35 Green Mountain Dr S. Burlington, VT 05403 L egen_of Fisting Woods Line — — — — Limit of watershed Prposed Woods Clearing .mc. ---- Overhead Power �I Existing Water Vo/ve - - Apiax Property Line ® Existing O oin Manhole - - +- -- - -- -- -- Existing Storm ® E fisting Sewer Manhole —ST- - - - - — Proposed Storm Ll Existing Catch Basin 9 Existing Gos ® Proposed Catch Basin ._._...._._._..._._..____.�- __. Existing Sewer V Hydrant —•- - - Existing Woter o Bollard 0 Lite Pole Fence _ Existing contour line- Survey Control Point es Drainage flow —�717 Proposed Contour Line Trofhc flow BF Borner Fence V Infiltration test - • • Silt Fence ✓ mi� Soil test pit I l I nsrar bw.k..- ' �M�e t N N/F University of Vermont 709 S Prospect St S. Burlington, VT 05405 I Plonnir79 and Zoning lnformotion GMS Reo/ty LIP _Own-/App/leant: 7675 Shelburne Rood South Sudington, Vermont 0540J Parcel /,D,: 0720-00045 Add — 45 Green Mountoin Orive South Burlington, Vermont 0540J Area: 1.65 Acres (t71,850 s. f.) Zon,ng C7 - Commercial 2 Allowed Lot Coverage = 70X Proposed - 7OX Parcel Area = 71,648 square feet (s. f), 1.65 ocres EXISTING CONDIRONS- Building = 8,400 s. f. buddl'7g coverage (8,400 s J / 71,648 s. f)•100 = 11. 7X Pavement = 15,550 s.t.. Grovel = 6,114 s. f. Total Coverage - 30,064 sf X Coverage = 42, 0 X L(JO,, 064 s. f / 71,648 s. f) • 100] PROPOSED COND/DONS Additionot pavement for new parking lot = 19,119 sf Total Proposed Coverage = 49,183 sf X Coverage - 68.6 X f(49,183 s. f / 71,648 s. f) • /OOJ PARKING REOUIREMENTS Suilorng A— = 8,400 sf. Existing tenants Port/ond Gloss - 3, 916 s. f Keene Medico/ Products - 4,484 s.f Parking use classifications (Tob/e 1J-2 of SBLDR) Portland Gloss - Auto and motorcycle soles service and repair - 2 spaces per 1, 000 s.f. J916 = 8 spaces Keene Medical Products - Retail Business - 5 spoces per 1,000 s. f • 4.484 = 2J spaces Minimum required parking = J1 spaces Parking requirement wo— of 16X was granted in 2006, see site plan approval 45P-05-17 Current required Parking = 25 spoces Porking provided = 47 spoces. Note: 7hs proposal provides more than the mhimum J7 parking spaces that are, required No parking waiver is being requested Soil /-o_gs fan ✓ewkes PL. = No ledge or water to depth L,I, March JI, 2016 = No water to depth = High season./ water table 7N41 012" L>arkbrownsandytopsal 1226" Brown med um to coarse sand, any roots, loose 2590' tight tan me&um to[oarse sand, roots to 60"dsbnc1 color gD 76", verysmal/seep Wbouan ofho/e ATWrla 76, NLWrO YH#Z LF13" Dark brown sandy topsoil 13 29" Brown med um to coarse sand, many root; / e 29402" Oghr ran medum to toarsesand, sAgtifi-,,many roofs stain color,069", smp 9P102" Infiltration Tests: Test Pits Rote _(inc_h_/hau. 7 54 2 70 0 20' 40' 80' 12G' 8Cr SCale 20' Location Mop SEP 0 6 2016 City of So. Burlington For Permit Review bore Design GMISWH Site Plan Drawn G1D Checked _ /A✓ Scale " = 20• 45 Green li taro Drive Dote ✓une 27, 2016 Project 16104 1 Green Mountain Drive South Surlin ton Vermont ARZBS & ZANSINC Consulting Engineers, Inc. 16-1 Main Street, Colchester, Vermont 054t46 m, C— Construction Notes The methods and molendl> o! cd sr uc bon s.oll -Inform to Ina latest srdneorda or the Cify or Soub Burlingtw a fne State If Vermont Al, work shop be Icon formonce with ok permits one opprow issued &I 1 h proy�e,I n ease of conficl, Me mo _ srringenl peci><vfion III, pply os detemined by s Me Engineye A work sho!/be done in a workmanlike rmonner and completed in the time pecifled by Owner. T The Conboctw moll be repwrs/ble rw v work and o materials shwn and required ro e the joG ramp/ale. These drawings dv not show e y rifting nor oPpurtenonce. Afoferibls shall be - pecifred on the drawngs. Mon✓facfurer's product specifcofions she# be submitted for o/l mo[eiio/s to me Engineer for opprow/ prior to rnsfv/ to J Tne locdlion aria size of existing underground utilities is not wdrrontev to be exact w complete. Tne Contractor soul/ held /arose ill uf4ibes one snow -1-1 the dffecled ut/Iity cwnpon/ the Engineer Dad to Town of Colc,esfe- prior fo making any hook vas. the Cmfrdcfw sho% de sole"' reponsible to, of xisting utilities and their uninterrpfeb snwces. A, of! -site bockf//, sheef:nq and snor%ng, dew✓fering, clewing Intl grudbing, e confrul d f motto, fro//ic control, g,odi g, and nl/ %ncidenfds shall be included' ds pore of the requires work/on 4 Repoli of all dsturoeo areas, grading seeding, mulching, report of roods and curds, pown/go other rnwdentals ncluded os port of the required work. A// dsfurbed areas shall be /Domed and mu/r un fie prrmdnenl grouse cover rs elf br bed 5 The Confractw .shall vasty all hnrizonto/ c 11 and tempos-, bench marks bof-, 6. fie workmen old "N" stroll be protected' by the contrdcfor ham Dry and o// hbzords co acted' with fne nshucfion work. Open benches, m ends, o equipment wiMin Ihr working /rm,ts o e to be guarded by the Ker/ adequate barricades or fiog m Al barricod- /eft in p-- o rn%ght ore to be properly lighted osene pots o not I—— Nhen s Me usable povemen r, fog m I. de employed to Die the How of troth" - fhol 1—will hen M edelvys. 7C Conbncror shnl/ be held responsible for Ih,. safety of oll workmen and the general puDlrc one of tlbmoges re property o ring tom w pan the w ceo by negligence or sho// be 1N, rdpdn bM for the safety or ill w one - general pud k" d o//dvmvges fo property -ring tom a upon the work o oned by negligence or day o n,ghl within the king ore A# work to// be i,° conformance to OSHA re9u116d 7- 19, Parrs 1926651 Intl 1926,652 and odol,ob/e .,I Vt75HA regu/orions. 7 nsbuction Excovbtion oen the plan sho/l be completed prior to beginning site ltil y w and pnoro to ordering slr'c tures. 71e Contractor snot/ allow fne Engineer on week to provide design dec/siorrs nosed infiwmatim ob Mined frwn Me Precor..srr No, Excovotirn_ Big Curb- sndl c act the Engineer of least 24 hours in ptivonce or P-1 mg the ex vafion. In addition to 1ne designated Preconsfru^lion Excoirofibns fne C-,,o,,- Idl •ashy ill u'b" in. ersecf/ons and confbee Engineer ono Owner w%M can flits. B Contractor shall contact /Jig Sore prior to dny excowfiw. 9 Temporary silt fence snob' be erected prior to ony de ring br-rslrocliarr. 1-— mny b, erected in pt o- b✓f in a shall conshuction of cleor%ng proceed fencing r so"io/ or may be der%gnoted Dy the Owner Tor preservbfrw of existing frees. These areas snob be Me Cptracfors b.', to insure no damage is done M designated bees. !0 E r Mg plontings w caeed in genera/ s o shown on the- Lwfractor sho/ protect plantings schedrled In rem ow I o., not In -19, MesF. nr — root .,trams 11. Controcfw soon vaulty of Utility in fersections by excora If /eosf 30G ft rn odwnce o a/ pipe /dying ncf/wfies. The Engineer Ind Owner ,It tin cnnrocfen with Failure to comply with project requirements .boll severely lim/t the Contractor ham pursuing ony c/dm to -,-Tabor resu/ring ham -Ike. will the existing 'Nil- 12 Contractor sho// comply with ill d—ts and opp—/, '.rued to, tors proroct 13 /f rs the Conhocldrs for mdfer- and costs "lot- in comporlion testing 14. Spe rtod1lllty upp u rofurofed so,/ condtions. /f Cur%rig 10—1- sofwafed sails ore encountered, -toot me Engineer rmmedibfe/y Pro ride 4" topsoil 6" ! 2" rotlius J/4' radius CO//!.TGIF CUrG I t - Biudn fr„s - i-ale 'p v I 4" w es noted on P/on Al joints to be ci tool Iinlshed 'o'. ° 1 diruminous c refs - Erpons%w rv%nfs every TO' o _ "' - Score 1/J lI" dePM of 4 �, Leveling, co r 10' infxro/sd�' 1i r. use ,.,. - Use 35W psi concrete - Provide expansion idnf where sidewalk /s vgomsf curb L grovel bore 9" III (704. 05A, coarse) cse anti -polling on concrete Concrete curb (fyp.) -- b. _�- T)lical Concrete Curb Detail HT' Con trot tar stroll ex Note and remove too 5" or a Iing paved section and rploce w/M 4c" of crushed grave/ / ho;q sou Intl 1" of bituminous concrete pvv 'l New this, grade shall match existing ground -Mic _verran! of n n,ing p o(t2f"f Existing qro vet � ., ease pep» mr�es 1 Sef up old moinfoin signs Inv other safety control -is 5 Apply liquid aph,lt rock to Wticol faces in I an uniform mner. 2 Reshape hole and poll o o by cuffing with a rates Dn nnf puddc 1". con on bottom of hdn /nfo .,vela br reclongulor shove and cut s/de to es verfrcally Reshape downward solid mbtw and wound hole to sound 6 F I fp of ode w , fpe E bituminous —I Intl compact n /iffs n c Mon 2" thick Eoch lift should be povement fhwovghly ompoc wit, o ordfo y plate compactor or J Bdckfll french in D" l/fts and cwpocf eoch lift to 95% of poorfbble roller I erience has shown tool 15 to 20 passe o w/M '61 roller d mix tompernfure boor, 2.50i m -I, a pfimum mwsfure content bs determined by ece sory to ensure good comphochon one Comp 1— ony be ASTU D696 standard proctor. be used for smd oleos (less do 1 s. f) 4 Remove I// Coo moteriol no d thorough/y sweep the fide asp 7 0-up oleo Do not leave s . o ex -h d moteriol erces c/eon of mud and stondingwofer. w the pavement Remove-/etysigns. Replacement of Exi5tin�8ituminous Pavement N: TS -- -- 3" Bituminous Concrete Povement Top 1" - Type /1/ (40603) VTAOr Stondord See site Plan for Specifl[ofion for C struction cross slope Base T" - Type ll (406,03) VTAOT ,Stondord Specificofion for Construction 6" crushed 9,o / 1evehn9 course 704.05A fr'ne -- V7AOF Stondord So 'ifeotion for Construction 7 12" crushed gip ref subbase 704 05A cq se VTAOT Standard - _ _ Specifi'cofion star Conrtrucfion II - Ili/ Ili.,lillllll II II IIF-�� i�-�iii. .Ill t 5ond Borrow to, Fill 70J03 VTAOT Stondord Specifitotion orfh subgr'ode for Construction 2011 Wofi fabric 500, Minimum /p Specifications: to be X4" molar 6.. 1,.,segue cols. In vesfigdidn/ of exrsf%n9 .s drdifron.s er: nrrequ lad And depending nog s ondifion, the subbase depthsmay —9, 9 recommended Dy on 1 GSi/11, Col elf geofecnnicengineer. eaferfile fobs%cs shill meet the rpuiremenh oI MOT Section 720 for roadbed subgrlee ptl under! Din Men o l VA 3 Sand borrow shall meet Me requremenfs OT Subsection OJ 4 Liu meet se/ Dose sho/l t the roquircmwfr of VAOT Subsection 10JOJ 04 5 Crushed grate/ shill meet the requirements o/ vACT 5ubs'e 6- 10305. 6 Crushed stone sho// meet Me rpuiranenfs or MOT Subsection 70J 10 Typical Asphalt Paved Cross —Section N TS Asphalt Pavement and Crushed Gravel Subbase Construction Notes (Ali a/plrtidle rehrences ewer ro m gra sueeose rot eonsrere dros oprms, mew ks) 1 P-19 lot and ciic N— roads 1 de cwrstruc/ed to Me line and plod, shown - the do wings. The rood and INV, locations shill Da Is fyprco/ly detailed' unless ofh 4, shown. 2 All rood Intl parking canslruct shall be completed kr occordonce with Ma ✓ moot Agency of Tronpwtot,p 'standard 5pecif'cI— for Construction"2011 3 the Conhoctor Idi fd/ow Vevmonl Highway Spec%hcoh'ons (101) Sect- 20311 for 10 9 and spreodmg embonwmen /s. 4 FY1 mo rer%ol shot/ meet the requirement for sand bombes section 70J0J of the Y mont Agency of Tronspwfotion Stondord' Specincoti- for Cbnstrucnon 2014 E/# sho// be placed In 12' (305 cm) /iffs, wetted os replied and compacted wit' satisfactory pompocfiw equpmen( 11o1 less than 95.T of maximum ay density os determined by the AASHTO-T--99 Stondoro Proctor. 5 Rood �n fr/l sections shill be p/aced and comported o m knum of 3 fact (09 m) above tp of py uhhfy ro de rnslo/led be/ e bench rs excovared tar ape placement In (rancher MC cut secfrans the cantrocfer shall prow;* all ------ sheering, shoring and drocing to ndnrarn cornph'once wrtn ol/ OSHA/VOSHA reguW dn, 6 ue ddr for cansfru 6- of svbgrvde shall conform to Vrmmonl Mighwoy S woifrcotions (2011) 20J 12 7 Any subgrade or ludo- dr-1 by Corr ,, or -I ed unsuitoble by construction machinery, shot/ be removed and replaced with sad borrow cwrforming to section 7OJ 03 of Me ✓ moot Agency of Transpwtofoin 5londord Specir/cofions Wr Construction 2006 I, the Canrroctw's expense. fie subgrade shall be compacted to It less Mon 9 r of mdrk dry density os derwmi by Me AASHM-T-99 Stondord Proclw. B The Contractor ,wd/ be repons/bee far cowd'notion of and costs of ill rompoction testing and s,#, analysis os defaled by plops Intl peclfi-ti-rs. 9 Crused gr subbase - pd-1 shill con Mrrn to ✓9vmont Highway 5pecirrcolions (2006) 901, 704. 05 Tbb/e 70405A, cows*. ID leveling course snob' conform to ve Highway Spec/bean (2011) J01, 704.05, Table 70405A, rme. 11. Bifummdur carcrcfe pavement oleo// car/ to ✓ art Hro d, Speci/icafions (2006) 5-1n 404 and 4o6 Binder course snot oe lop Q and .,1 we slog course s'dl be Type $ i2 70J OJ 5I,, Borrow (Coarse) Crushed �Lrovel Id, 5udb-d (Foe) Crusn�,Grav 1 f0 5uobase 5'eve Dear Ion Ar F_n r by weignr 5_eve Oescsipf'on %liner by wNghf See ve Ar fnm by we�ghf 2" (50 mm) 100 4" (lac mmJ 95-- 1" (sG mm) 100 1.5` (J75 mm) 90-100 /4 (47, mm) 25-50 r.5- (375 mm) 90-100 5" (17 5 mm) 7Ci-TOO p100 (I50 pm) 0-12 /4 (4. 75 min' JO-60 14 (475 mm) 60-lco p200 (75 pm/ 0-6 POO (150 ymJ 0-12 fl0o (150 ymJ 0-20 1200 (/5 pmJ 1-6 11200 (/5 pm) 0'-6 Notes: Restoration of Road and Driveway Areas Disturbed by Utility Trenches 1 Rood res ford - 1. be to Mo b and on th, drowinga T,e rood-1'N't, locbtiona 'hall br o.. ryprcl%y detailed unless IMerw/se shown. T All rood and drisewoy bench re oration sho/l be completed in wewdnnce will Me ✓ermonl Agency of Tronsp-Ition "Stan tlnrd Spec 'nons for Con.f Non' 2011, h eofter cI d Ve t Highway Specifr'carions specifcofions found on these plOnsrcaand City/iOwn Specifcotions In case of -Net, the more sfringenf Pvcific,hd, shall pply as determined' by the Engmcrv. J Tne Contactor shall foe/ow ✓ ant Highway Specifr'c060" (TOIL) .Section 20J 11 i placing and sdrc ding embonkmenfs 4 fill moteriol for rood embankment sho/f be opproved by the Engineer Fr%/ sho# be ploced in JZ" lilts wetted and compacted with sofrsrocto y compaction eoulo—e to 95X of moxlmum density (Stondoro Proctor) 5 Rood in fill sections she// be ploced and composted o mr bnum It J It adore fp Of on/ uM11 to be insfdled oetwe trench is voted / pipe placement /r. /torches IV t sections, the Centred- shall prlwde all necessary sheering, shoring and bracing to moinfoin compliance with all OSHA/NJSHA leg'lo[idnr 6 Mefnods for co --lion o/ subgrade sho/l conform to Vwmonf Hignwoy Specifications 2011) 20J 12 br os determined by the Engineer. 7 Any subgrade Ir subbase dsfurbed by Contract-, or rendered ups 4od, by construction machinery, shall be removed and replaced with pprovee grbndor bocktill It me Contractor's expense. fie subgrade sho// be compacted to orroin of /eosf 95,Z of Tne maximum density (5—Proctor) before p/acing mod yr dnbankmenl moferiols. 6 the C-t-to, sho# be responsible for coordination of compaction testing ail Me road and unlit, trenches. 9 5ond fYl .shag: conform to ✓ermont Highway Spedf'coe,Ins (2011) 70J03, Table 70JOJA. Gronulor borrow stroll conform Ithe Vrrmant Hignwoy Specifcobons 70JO4 Gronulor Borrow, rdo/e 7CJ04A. 10 Grove/ subhose shall conform to ✓ermonl Highway Specif'cations (2011) 764. O5, Table 704.05A, coarse. aEE 0 6 2016 City of So. 54,E"Engton For Permit Review Design-_oTpLLSWH. civ/l Details Drawn _. G70._ Checked .... 1AJ__ Scale _--� '_. - 45 Green Mountain Drive Date June. 7 , 2016 Project 76104 Green Moun tom Olive south BuNin ton Ve on ARZ9S & LANSINC Consulting Sngineerss Tne. """ >64 Blain Street, Coleieester, Vermont 06' 4,T C-2 f l Infiltration System Construction Notes: All upstream/upslope construction shall be complete and stabilized prior to allowing runoff to enter any infiltration systems. "Stabilized" shall mean paved surfaces, washed crushed stone, or vegetated areas that have established a dense and vigorous vegetative cover, COVER ENTIRE ROW 1MTH MIRAFI 16ON GEOTEXTILE INSPECTION PORT SEE DETAIL 12" OUTLET FROM TOP OF ISOLATOR ROW TO MANIFOLD TRUNK 7�i Oudet Isolator RowJm}> 2'-O" 2 LAYERS OF MIRAFI 500X BETWEEN FOUNDATION `I STONE AND CHAMBERS IN A "" WIDE STRIP 12" HOPE ACCESS PIPE Typical Isolation Row Trench Cross Section N. T S POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER — STORMTECH SC-310 OR APPROVED EQUAL COLLECTION CHAMBER 2" TO 5" WASHED STONE OR BANK RUN GRAVEL COMPACTED GRANULAR FILL MIRAFI 16ON GEOTEXTILE -- i STORMTECH SC-310 CHAMBERS OR APPROVED EQUAL. t 6 INDIVIDUAL CHAMBERS ARE 16" - HIGH X 34' VNDE X 91 CONNECT CHAMBERSTO ATTAIN LENGTHS SPECIFIED ON `...... PLANS. '� 6 MIN SCARIFY OR RAKE BOTTOM AND SIDES OF TRENCH PRIOR TO FILLING WITH STONE CHAMBER ENDCAP E MIN. 7'-10 6" MlN Typical Infiltration Trench Cross Section N T,5 12" OUTLET MANIFOLD STUB 12" OUTLET MANIFOLD TRUNK Outlet MANIFOLD. Inv. 3 — STORMTECH SC-310 OR APPROVED EQUAL Typical Infiltration Row Inlet lV Ts 12" INLET MANIFOLD STUB 12" INLET MANIFOLD TRUNK (FOLD. Inv. 208.82 4" SCH40 PVC SCREW-N CAP 2 Piece, eliding type valve box Wth top 4" SCH40 PVC PIPE flange box top and base, Install flush 4" SCH40 PVC COUPLING v4th finish grade J I / 4" SCH40 PVC PIPE NOTES. g^ 1. INSPECTION PORT MUST BE CONNECTED `- - THROUGHKNOCK-OUT LOCATED AT CENTER OF CHAMBER. - CORE 4Y"0 HOLE IN INFILTRATION CHAMBER 2, ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CHAMBER CEMENTED. o 11 !t I V I. 4 IIiC 1 CRUSHEDSTONE �- MIRAFI 160N GEOTEXTILE CONNECTION DETAIL NTS Typical Inspection Port Cross Section N. r. s 6ockf// moteriol under roods or po.ed o us! pass subgrode proof ral Any french o ea that does not su ,,,fully proof ral shall, It the Confrocfor's ,rams,, hove sulh'cient moteriol red and rep/aced with o cepfob/e embonkmenl mo(eiio/ and -,-led to prowOe acceptable proof roll conditions. - ' - m1 Po ro ch The Contractor shall be OSHA - WSHA png cove, wi�ae rot ,lignny regulations. Bockhll moteriol shot1. onfoin no stones greater 95% 9aSd R aruenJlum diomaefer, n ps, c Y or n �' or9anrc m finial P orlo- P ocf ace in lifts and o compact bs as indicated 'F ` h 1 � 114" to J/4" � - Storm m and services crushed stone y- r (see sle plop) UnJsfurbed mptn - Typical Storm Trench Detail N rs Infiltration Trench Maintenance Schedule tusk Frequency Remove obstructions, debris, and trash from As needed i7/f7trotion trench and dispose of property, Monitor ob—lion well or yard droin to confirm Annually, 2-3 days after storm that trench has drained. Mow and trim vegetation around the trench to As needed maintain a neat and orderly appearance. Inspect pretreatment devices and diversion structures Annually for sediment budd up and structural damage, Remove sediment and ail/grease from pretreatment As needed, following annual inspection devices, as well as overflow structures Storm Mains The pipe for storm sewer shall be as shown on the plans and detailed below - All pipe shall be laid to the line and grade os shown on the plans. RCP - Reinforced concralp ape - P;pe rn on form to Vermont Standard Specifications 10, Construction, Section 7'0, and AASH70 N170 HDPE - S—th 0,11- C'orrugoted - Pipe sholl be s,It fight and con loan !o AASNTO M294; Toe 5 (ADS 112 H;gh Density Pp/yefhylene Fpe or approve, equal) M29. Vigin Moten,o 5p-M—tion may be .—I os approved by me Engineer. PVC SOR 35 - ',/YWYI chloride pipe - Pipe sho // c form to ASW 5p ;6-tonal D-JOJ4 or F679. (PVC) 5ewer P� F'trings,SORJ5 ACCGMP - Corrugated gc ,zvd rnefo- p,p, - "Pe shot/ con loin: to sfondord specih'cations for CGM ppe, AASHTO, M190 Pipe .shall h— o polyme/ oahng conforming to AASH70 M 246 to, B Mher roleo. Confr, - shall loll24" w/tle bonds with o wofnfighf gasket z hb✓ of st—ord plat collars PVC SOR 35 pipe shall not be installed when the temperature drops below 32' F or goes above 100' F unless prior approval is obtained from the Engineer. Extra care is required when handling PVC pipe during cold weather. PVC pipe shall not be stored outside and exposed to prolonged periods of sunlight as pipe disco/oration and reduction in pipe impact strength will occur. /f PVC pipe is to be stored on site for 1 month or longer it shall be covered with canvas or other opaque muter,/ Stormwater System Maintenance Schedule , Tne slorrnrvole system ,s camprsed ar any portion of the s.re that directs w em revs wofn. 2 The stem wafer system must be inspected reg,1-1, and repaired os requbed _S, c attention must be g;.en to winter time Ice —Wions. J the site shot/ be re wed including catch bonds in&&l on chombe,s, swot,,, vegetot;on, povcv —,, etc. and reb,,4 or cleonmq will be pe tormee os necessary 4 In the spring al/ paved surfaces shot/ be swept All co%eaed debris shall be disposed of in an olone creo and immediately stobiZ4ed or disposed os Para vrd by the Owner. 5 Colch basin sumps stroll be cleaned as required Lolch bosh mom. and grate ,bat be 6" n,o Neenah R-J588 6om d R-J405-A Tjps 7t" grof., w squat 'm grade t_ .rove rn won SEP 0 6 2016 I — — — Lasf in aloe, or precast concrete grade rings. Use clots B c (3,500 pn) between cast n fromel and Preto,! loan Poe _ calm n Preto:r awe ale s, n ppromtl aqua% Bnck o d So. Burling ton 2'-O" rnorfor not accepfob/e City of Al monhae lift holes steal 6. 9routed ktnde 4. - Cofch basin by comp, SD. beland r equal and out with e Pondoble grout - A57M spec. C478 - 4,000 PSl concrete ° -Steel tern/weed to ASTM Specs. AASHTO H-20 load Moshc, "O" nog wheel or bu tyi pe Cost in P1-e or Press sea gasket far all pipe cannectiws ° o l,plpta, Raw For Perm i t Re vie w Monolithic be7 F rsf plot hall 14" be hi ten than 1 I 1 - Dole0 sad Descriplior .hacked mverf put e/e vof 11 1O1 s 1 -6 GT�5WH Des g - Civil Details 72 m , I Drawn OTO. ` 1 Checked i✓.. 3/4" fa I >/2" crushed stone Undisfwbed material s-Ii, ---It, - 45 Green Mi taro Drive Catch Basin Detail Dote ✓line 77 2016 _-.. Project 76704 _ _ I Crean A4ountoin Drive South Bur/b ton Vrmon A/ Ts- XRSBS & L4YSIN6' Consulting _ngineerst Inc. C-3 >64 Afain Street, Colchester, Termont 05" '— r � Erosion Prevention and Sediment Control Notes 1. Con troctu/ shall be responsible III complying with oil State and Loco/ eldision prevention and sediment con trO/ standards ondpermit requirements during contraction 2 The limit of disturbance shall be clearly defined by Contractor's surveyor prior to clearing Erosion and sediment control devices snob be established to troy Sediment on site. 3 All erosion conbal shall be ploced os shown on the drawings or 05 ordered by the Engineer The Controctor sho/I mointoin the erosion control measures until the Engineer is satisfied that permanent ground cover is established and that further measures ore not required It shall be the reponsibdity of the Contractor to employ appropriate erosion control as shown on these d owing, and any other measures a, necesso y to trap sedment on sile. 4. All areas of disturbance shall be permanently or temporarily stabilized as soon as possible and within 48 hours at final grading. All areasof disturbance shall be at least temporarily stabilized e within 14 days of initial disturbance. Any 0, turbonce after 14 or 21 cons cctive days of e posed soil shop be stabilized doily unless the following exceptions apply. o Stabilization is not required if earthwork is to continue in Me area In the next 24 hours and there is no precipitofion forecast in the next 24 hours. b. Stabilization is not required if the wok iI occurring in a self-contained excomiion (.e. n outlet) with a depth of 2 ft or greater (e.g house A ndat/on a han, utility trenches), Stabilization measures shall include mulch and netting, erosion control matting, crushed stone. grovel. or pavement 5 Refer to the Low Risk Site Handbook for Erosion Prevention and Sediment Control for acceptable methods of stab;/izolion. 6 fie Contractor shall use water for dust control 7 The Contactor shall provide inlet protection o and a// catch basins (existing or new) that collect nstruction site stormwoter runoff Crushedstonein/et protection may be used in n ,-paved For catch basins in paved areas B" Filler Sox. by Fl k. or equal, shall be used as n/ef protection. B A stabilized c nstzction entrance (See Detail) shall be into/led and maintained of o// construction access locations. 9. All povad roads used by construction vehicles shalt be swept during t daily periods of active o nstruction, of a greater frequency, if drt or grove/is tracked from the site. The swept debris shall berimmediately removed from the curb face i/ applicable. 10. All temporary erosion and sediment control measures shall be ra owd within 30 days after fna/ stabilization or otter the measures are no longer needed, unless otherwise authorized if. All sediment removed from sediment control practices shall be placed e, on approved soil disposal area 12 All w s that do not hove established vegetotion by October 15th must be stabilized in accordance with the Winter Construction Requirements listed on this sheet 13 After permanent seeding the Contractor shall be responsible for watering, if necessary, to ensure adequate vegetative growth, 14. water from dewotering activities Mot flows off site must be clear Water must not be pumped into storms sewers, lakes, or wetlands unless the water is cled, 15 The Contractor shall be responsible for all inspection and maintenance of the er sion prevention and sedment control practices for the projecf. Inspections and correpondng reports shall be pert med of b minimum, once a week and offer every precipitotian event that results in a discharge Irbm the site. 15 All Site Controctor, shall submit to the State o Contractor Request for Co-Permittee Status form prior to beginning construction. Winter Construction Requirements (October 15th - April_ 1 W 1. For oros to be stabilized by vegetation, seeding shall be completed no later than September 151h toensure adequate growth and cover. 2 /f seeding is not completed by September 15th, additional non -vegetative protection must be used to stabilize the site for the winter period 7his includes the use of Erosion Control Motting or netting of o heo vy mulch layer. 3 Mere mulch is used for temporary stabilization it must be applied at double the stondord rote, or a minimum of J inches with on 8OX-90.E rover. 4 Stabilized Construction Entrances shall be enlarged to provide for snow stockpiling. 5. Limits of disturbance shall be moved or replaced to reflect any revised boundaries of winter work, 6. A snow management plan shall be prepared with adequate storage and control of meltwater, requiring cleared snow to be stored down slope of at/ areas of disturbance and out of starmwater treatment structures. 7 A minimum 25 foot buffer shall be maintained from perimeter controls such as silt fence. B Drainage structures must be kept pen and free of snow and ice dams. 9. Silt fence and other practices requiring earth disturbance must be installed ahead of frozen ground 10 To ensure cover of disturbed soil in odwnce of o melt event, oreos of disturbed soil must be stab&:,ed of the end of each work day, with the following exceptions: - if no precipitation within 24 hours is forecast and walk will resume in the some disturbed area within 74 hours, doily stobibzotion is not necessorl. - Disturbed areas that collect and retain runoff, such as house foundation or open utility trenches. 11. Prior to stabilization, show or ice must be removed to less than 1 inch thickness. 12 use stone to stablize areas such as the perimeter of buildings under construction or where construction vehicle troffIc /s ant/cpoted Stone paths should be 10 20 feet wide to accommodate v hit for traffic Miroi9 700, li/ter fabric Staple fobric to snow fence Form 12" deep trench Stoke-- /oy fobric in bottom r with grove/ ..Bolos, l \I Section A —A - Wood stokes driven on down slope side of fence r-WON 100k filter fabric attached to stokes on ups/one side. II S/p` I I I I I I I I S/Op` 11 II II II II II A II + II U 1 V V jypica/ Temporary Silt _Fence_ Erosion Control Barrier N TS 8 40 Ex/'sting ground Mice, 50OX fobric Profile Provide appropriate transition between Stabilized Construction Entrance and Public Right of way 40' m ','M `r Public Existing 12' min. 4" minus Right of 1 ground crushed stone way 10" min. rod P/on Note - Contractor shall be responsible for the installation, maintenance, and remavo/ of a stabilized construction entrance of each construction entrorice for the project fie Construction Stabilized Entrance and its continued maintenance shall be o minimum measure to prevent tracking of sediment off -site. - Contractor to use Miofl' 500x under stone for temporary construction roods - Stabilized construclion entrances shall be repaired when voids ore eOX Filled with sediment, Repair shall include adding additional 4" minus crushed stone and/or removc/ of contaminated stone. Temporary Stabilized Construction Entrance _.. N TS. - Erosion Control B/onket _ North American Creen S756N Material Specificotigns Erasion c W De o morn e-proaucee mnr of i001 ogr;P.11 sfrow. � �Dlanksf .Moe De o csfmf M�cknen w�M Me afro msrravI., oval the snore — or me 1n. Dlonk.r moil D. rowrw on the rtw sae with IWX D;ooegraeae/e ven name ontl De ,ymne, M9 noing on owpronmole 1/2 Diadegrc a read. ,senor aarw, ranrrol aak mar De sYseN as monvrorraree Dy N M m 6sm, Inc. (B1T-961 66J2j a purw/enf E d D/onkel end/ have me ro/lawnq properlrcs. w a enl fso ens/sa,.lJ !zT hs/ Id Ne1rw9 one sae wK 4 wc.a, loos roee9reaade nafurd w9ani� ,Der Waynf opprorknwfNY 9.3 ror/1000 r9 ff. >rr.aa e;a4e9mwawe rot s e�;5raria,r (m0 alh 51, Y bf (20Jmj u=) we;9h1 064 its ♦/- 70,T (2105 k9) reo eo M 1. (50m2) Msrollee os pa manufacturer's speci/icofions. SLOPE NSTA—TION NOPTAU ERIC ERICAN (;RFFN silt fence spacing chort Slope I Silt fence pacing 5$ to lax 50 It or /ess lox to 20X 75 It or less > 20% 15 If or less \Fi•Ft``�' � '�-,��.- III +�7t,i I nSq`,r[z rtiraii�:�vi1p wen. ,n o,I�Ii ' NOtE BLANKET SHALL BE USED ON SLOPES`T 1 SOR STEEPER Typico/ Rolled Erosion Control Product Lrosion Control B/onkeV- _ N rs Fasten fence Wood Stoke to stoke - -- --- Oronge polyester mesh webbing by World Cup Supply ar approved equal (1" wide min.) I I\� Section A —A - - Wood stokes driven on outside of fence -- Orange polyester mesh webbing by Word Cup Supply or pproved equal (2" wide min. ) to he installed at the limits of the construction ore,. See Plans, Tvpica/ Construction Limit Fencing N TS Sol./ and Seeding Notes 1. Topsoil shall be screened and shall have a minimum 4" depth unless additional depth is specified on the plans. Tpsoil shall be natural, fertile, f-ble soil representoe4,e of local productive soil and free of cloy lumps, stones, subsoil or other foreign matter, not haze, or muddy Acidity ronge PH 5-7 not less than three (J) percent humus Samples will be required for oppro 1 Al/ soil testing costs will be paid by Controctor. 2 Commercial fertilizer shop be o complete plant food contouring nitrogen (50% organic) phosphoric acid and potosh. Solt tests wit/indreate composition required 3 Hydra seeding is the preferred practice for turf establishment Specifications ore. F tdizer 19-79-19 75 /bs per 1,000 gallons of water Lime: loo lb. per 1,000 go/loos of water Seed 6 /bs per 1,000 square f t. 71, 46X Min. Futuna 3000 Per Rye Cross Germ: 90R 14.8/R Min, Dynasty 7,11 Fescue Germ. YOX 974X MinCreeping Red Fescue Germ.. 90% 732X Mo.Crop 1. 61X MarInert 0 069 Ma.. Weed Mulch. 300 lbs. per 1.000 gallons of water rotifer. 5 lbs. per 1,000 gallons of water 4. the gross seed may be applied by hand method at a rote of 6 lbs. per 7,000 so ft 5 Areas hoeing soil compaction as a result of construction shall be rato-hiled prior to seeding 6 /f hand seeding, only straw mulch is to be used and secured by netting either organic or inorganic. /f lnorgonic is used, it must be remo ed before the first mowing 7 Starter fertilizer shall be applied of the normal rote of the time of seeding Fertilizer application will not be allowed in sensitive areas and adjacent to drainage ways as determined by the Engineer. 8 Watering Is to be done by the Contractor to maintain prper growth. Contractor shall supply the water and all apparatus necessary, to apply the water (.e. hoses, prink/ers etc.). 9. Stoking of all topsoi/ed areas to control foot traffic will be required Acceptable stoking materials wd/ be grade stakes and twine or string with fogging attached for wsibility Contractor is responsible to maintain stakes throughout the warronfy period 10 A guaron fee through the first growing season is required with ony sparse or bore areas larger than 1 sq. ft to be redone. U the Contractor shall test topsoil to determine prper application rote of lime and fertilizer Submit tests to Engineer for approval 12 Seeding is permitted from May 15 - June 75, and August 75 - September 15 Other seeding is possible of other times with prior opprova/ from the Engineer. O air W NE SEP 0 6 2016 City of So. Burlington For Permit Review Dot vises {Oescrip lion Design GTDI5WH-- EPSC Detail$ Drawn CTD Checked ___ _ (AJ __ Scale -- n.t5. -�- 45 Green Mountain Drive Date June 21 2076 Project 76104 Creep Mountain Drive iaitii Harlin ton Uermoc IMUS a@' LArYSING Consulteng Arnpneers, Inc. 164 fffain Street, Colchester, Vermont 05446 1, - I C-4 — I i II � EXISTING TREE TO REMAIN I \ \ Green it I ! Mountoin Drive I I I 1 � I IEXISTING TREE TO REMAIN I I I I I to I I I 1 F It, -- _ EXISTING TREE / TO REMAIN I / I ( \ / 0l 1-7 I I c e1 E�ISTIN TRgES 1 T RE AIN / 1 II I � I EXISTING TREES -- -\ TO REMAIN _ / I of c o �I - I — 1-AF I I� I -ell� I I - EXISTING TREES (� CONTINUOUS TREE PIT TO REMAIN I `I I I '.. REFER TO DETAILS F&G/LA-101 r \ Ivry 1 I EXISTING TREES \ TO REMAIN Fx tnu �� k j 1 _ EXISTING TREES TO REMAIN / - 1-AF. I 4� ' i i � I t I EXISTING TREES F I� CONTINUOUS TREE PIT TO REMAIN REFER TO DETAILS J\ -. �- F&G/LA-101 o \ EXISTING TREES I TO REMAIN EXISTING TREES TORE TO REMAIN 0 ... — I 11 I 1-PGa' 2-PGb I 0 EXISTING TREES TO REMAIN CONTINUOUS TREE PIT NOTES: 1. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL PLANT QUANTITIES FOUND IN THE PLANTING PLANS. IF ANY DISCREPANCIES ARE FOUND, LANDSCAPE ARCHITECT SHOULD BE NOTIFIED IMMEDIATELY. 2. FINAL LAYOUT AND PLACEMENT OF ALL PLANT MATERIAL TO BE APPROVED BY THE LANDSCAPE ARCHITECT. 3. CONTRACTOR IS RESPONSIBLE TO SEED ALL DISTURBED AREAS ACCORDING TO THE SPECIFICATIONS. 4. REFER TO PLANTING DETAILS FOR PROPER PLANT MATERIAL INSTALLATION REQUIREMENTS. 5. ALL TREE, SHRUB AND PERENNIAL PLANTING BEDS ARE TO BE CONTINUOUS, COMPLETELY DUG OUT AND BACKFILLED WITH THE PROPER PLANTING BED BACKFILL MATERIAL TO DEPTH SPECIFIED IN DETAILS AND SOIL PREPARATION SPECIFICATION. 6. IF THE LANDSCAPE CONTRACTOR PROPOSES A SUBSTITUTE PLANT SPECIES, ALL SUBSTITUTES NEED TO BE APPROVED BY THE CITY OF SOUTH BURLINGTON CITY ARBORIST AND LANDSCAPE ARCHITECT IN WRITING PRIOR TO ORDERING. PLANT LIST KEY BOTANICAL NAME DECIDUOUS TREES: AF Acer freemani'Sienna' EVERGREEN TREES: PGa Picea glauca PGb Picea glauca COMMON NAME QTY. SIZE REMARKS Sienna Glen Red Maple 2 2.5-3" Cal. B&B, 6' Branching Ht. (Min.) White Spruce 1 8-10' Tall B&B, Full White Spruce 2 6-7' Tall B&B, Full GREEN MOUNTAIN DRIVE South Burlington, Vermont ;?`SE GROUP Landscape Architects and Planners 131 Church Street Burlington. VT 05401 tel'. 802862.009E fax: 801865. 2440 ww , ..group. Co. is Scala. 111=20' Data 0810112016 Drawn W By: MK Checked By MKW 0 10' 20' 40' Revisions: Graphic Scale: V=20' RIN SEP 0 6 2016 City of So. Burlington Title PLANTING PLAN Sheet Number. LA-100 Project Number. — R1. 180 ALIGN STAKES PARALLEL W/ ROAD OR WALKS 180° EDGE OF WALK OR CURB A. TREE STAKING ALONG ROAD OR WALKS Ree DIRECTION OF PREVAILING WIND ALIGN STAKES PARALLEL W/ DIRECTION OF PREVAILING WIND. ALL STAKES TO BE CONSISTENT, B. TREE STAKING IN OPEN SPACES O 120' 120' 3" CALIPER TREES OR LARGER - ALIGN 2 STAKES PARALLEL 120` W/ ROAD OR WALKS O 0 -- EDGE OF WALK OR CURB C. TREE GUYING TREE STAKING LAYOUT NO SCALE LAWN SUB-E " - - LANDSCAPE BACKFILL MIX FOR TREE PLANTING BEDS, REFER TO SOIL PREPARATION SPECIFICATION C CONTINUOUS TREE PLANTING PIT SCALE 1/2"=V-0" n,ili;-i- pr ew NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT EXCEED 80 % COMPACTION, DRAINAGE DECIDUOUS TREE WILL BE REQUIRED IF COMPACTED SOILS ARE PRESENT NYLON STRAP WITH 3/4" GROMMETS, REFER TO SPECIFICATIONS \ /. TOP OF ROOTBALL, ROOT FLARE SHOULD EVIDENT. IF ROOT FLARE IS NOT EVIDENT, FASTEN WIRE BELOW POINT OF --- ---- -BE - -THEN SCRAPE OFF THE TOP LAYER OF SOIL MAJOR BRANCHING OR TO MAJORBUILD UP ON TOP OF ROOTBALL FROM NURSERY. OUTSIDE TRUNK. 2 2' HARDWOOD STAKES. ALIGN- -- - -- -2" HEMLOCK BARK MULCH STAKES PARALLEL W/ ROAD/ WALKSREMOVE TOP HALF OF WIRE CAGE OR PARALLEL W/ DIRECTION OFCUT AND REMOVE BURLAP PREVAILING WIND, REFER TO TREEFROM Nj ROOTBALL STAKING DETAIL BACKFILL MIX FOR TREE PLANTING BEDS, REFER TO SOIL PREPARATION SPECIFICATION TEMPORARY WATERING BASINFINISH GRADE BREAK APART EDGE OF EXCAVATIONW/ SHOVEL AND BLEND PLANT MIXW/ EXISTING SOIL TO PROVIDE1.OALE TREE PLANTING BEDS ARE TO BE CONTINUOUS, TRANSITION TO UNDISTURBED GRADECOMPLETELY DUG OUT AND BACKFILLEO WITH THE PROPER PLANTING BED BACKFILL MATERIAL, REFER UNDISTURBED GRADE TO SOIL PREPARATION SPECIFICATION. TREE PLANTING EXCAVATE ONLY TO SPECIFIED 18'I 18" BEDS INCLUDE PARKING ISLANDS. PLANTING DEPTH TO ENSURE STABLE BASE `, REFER TO CONTINUOUS \ TREE PIT DETAIL A TREE PLANTING p-stake.dwg SCALE V4" = V-0" BACKFILL TREE PIT WITH LANDSCAPE BACKFILL, REFER TO SOIL PREPARATION - SPECIFICATION gn TREE PLANTING PIT PLAN SCALE 1/4"= 1'-0" w� SEP 0 6 2016 City of So. Burlington GREEN MOUNTAIN DRII South Burlington, Vermor WPM Landscape Architects and Planne 131 C h u r c h S t r e e B urli ngt D n, VT 0540 tel: 802. 862. 0098 tax: 802. 865. 2440 www. segroup. com Scale AS NOTED Date. 0610112016 Drawn By: MKW Checked By: MKW Title PLANTING DETAILS Sheet Numbe,. LA-101 Project Number: — File August 5, 2010 Pizzagalli Properties PO Box 2009 South Burlington, VT 05403 Re: 45 Green Mountain Drive Dear Property Owner: Attached to this letter is a copy of the draft agenda for the August 17, 2010 South Burlington Development Review Board meeting. The agenda includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846- 4106, stop by during regular office hours, or attend the scheduled public meeting. Sin"J. y Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com August 5, 2010 IDX Corp PO Box 4900 Dept 201 Scottsdale, AZ 85261-4900 Re: 45 Green Mountain Drive Dear Property Owner: Attached to this letter is a copy of the draft agenda for the August 17, 2010 South Burlington Development Review Board meeting. The agenda includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846- 4106, stop by during regular office hours, or attend the scheduled public meeting. Since ymond tJ.Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com southburhington PLANNING & ZONING August 5, 2010 The Heritage Automotive Group 158 Shelburne Road South Burlington, VT 05403 Re: 45 Green Mountain Drive Dear Property Owner: Attached to this letter is a copy of the draft agenda for the August 17, 2010 South Burlington Development Review Board meeting. The agenda includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846- 4106, stop by during regular office hours, or attend the scheduled public meeting. Sinc 1 , Raymond J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802,846.4106 fax 802.846.4101 www.sburi.com August 5, 2010 GMS Realty LLP 5452 US Route 5 Suite G Newport, VT 05855 Re: 45 Green Mountain Drive Dear Property Owner Enclosed is the draft agenda for the August 17, 2010 South Burlington 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. The official agenda will be posted on the City's website (www.sburi.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Since eIy, ymokJ.air Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Interested Persons Record and Service List a t Ira 14 Vf.;1" A T Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. 4471(c). HEARING DATE: --A 0 PLEASE PRINT CLEARLY! NAME MAII ��r, lr_^T ., LT�,� tz L 1 OF N i tKtb S-r/d �� 'ji Cj L1 (0 5 f 3 irr �l4 C� A Cr , �V J�1 ✓- l v ` VL kJU 6:5 b VDU S�j 41 jjCj(A Z'O V 1 wtIia L/T 0 5 cr _ F" 5COX L- 503 r•-f�- . Ws &/'xfc-1IVI--r®sue V T -sum Mar, 166061e-r Z�ar - t r e5�r Toe Interested Persons Re G�lT1 ■y �q ^ cord and Service List !'EF UNT Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be a Opportunity for each person wishing to achieve interested person status to demonstrate am compliance with the applicable criteria. 24 V.S.A. n of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b), A copy of any decision ren § 4461(b). The DRB must keep a written record person or bod a rendered by the DRB must be mailed to every Y ppearing and having been heard by the DRB. 24 V.S.A. receipt of.notice of an appeal to the environmental court, the DRB must supply ( pp y alist of n eorested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: VI a!v PLEASE PRINT CLEARLY! l NAME MAILING ADDRESS 2 PROJECT OF INTEREST l( d5 . IJc l.c.-4--,d E.Te--�c, O�vw-1 � �� ----------------------------- �r . �s fi`� t/ar, on U� Eei-S7 r v 116 Interested Persnns Rccord and Service List south' TY,....7 CNT Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471, c). HEARING DATE: ' 4 . ,Ao/ 0 PLEASE PRINT CLEARLY! NAME MAILING ADDRESS PROJECT OF INTEREST /t g y CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: August 13, 2010 \drb\sit\GMSRealty_45GreenMntnDr siteplan.doc Plans received: July 30, 2010 nda #10 Owner/Applicant GMS Realty LLP 5452 US Route 5, Suite G Newport. Vermont 05855 Contact 45 Green Mountain Drive SITE PLAN APPLICATION #SP-10-56 Meeting date: August 17, 2010 Gregg Laber Green Mountain Electric Supply Inc 7506 Ethan Allen Highway St. Albans, VT 05478 Location Map Property Information Tax Parcel 0720-00045 Commercial 2 Zoning District Stormwater Management Overlay District PROJECT DESCRIPTION GMS Realty, LLP, hereafter referred to as the applicant, is seeking site plan approval to amend a previously approved plan for an 8400 sq. ft. mixed use building. The amendment consists of expanding the parking area, 45 Green Mountain Drive. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on July 30, 2010 and have the following comments. 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: The following general criteria and standards shall be used by the Development Review Board in reviewing applications for site plan approval. They are intended to provide a framework within which the designer of the site development is free to exercise creativity, invention, and innovation while improving the visual appearance of the City of South Burlington. The Development Review Board shall not specify or favor any particular architectural style or design or assist in the design of any of the buildings submitted for approval. The Development Review Board shall restrict itself to a reasonable, professional review, and, except as otherwise provided in the following subsections, the applicant shall retain full responsibility for design. A. Relationship of Proposed Development to the City of South Burlington Comprehensive Plan. Due attention by the applicant should be given to the goals and objectives and the stated land use policies for the City of South Burlington as set forth in the Comprehensive Plan. Staff feels that this is being met. The proposed use is identified as a preferred use in the district in the Comprehensive plan. B. Relationship of Proposed Structures to the Site. (1) 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. There are no changes with respect to the transitions from structure to site and from structure to structure as a result of this proposal. The proposal includes the addition of additional parking to the rear of the site. (2) Parking: (a) Parking shall be located to the rear or sides of buildings. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the 2 following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (ii) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re- used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all proposed parking areas that are both to the side of a building and between the front lot line and the building line of the building on the lot that is closest to the public street shall not exceed one-half of the total building width of all buildings on the lot that are located adjacent to the public street. Buildings separated from the front lot line by parking approved pursuant to 14.06(C)(2)(b) shall be considered adjacent to the public street. Buildings separated from the front lot line by any other parking areas shall not be considered adjacent to the public street. (d) The DRB shall require that the majority of the parking on through lots and corner lots be located between the building(s) and the side yards or between the building and the front yard adjacent to the public street with the highest average daily volume of traffic. Where the rear yard of a lot abuts an Interstate or its interchanges, the majority of parking shall be located between the building and the side yards or between the building and the yard that is adjacent to the Interstate. The applicant is proposing a new parking area to the rear of the building. A site visit indicates that parking exists to the front of the building; however, the plan does not indicate this. It is unclear if the applicant is proposing to continue any parking to the front, or if any was ever approved. The applicant must revise the plans without adding any additional parking spaces to the front of the building if they wish to allow for parking in this location. Staff cannot address the adequacy of the parking until such time as the plans are revised. 1. The plans must be revised to show any existing and previously approved parking to the front of the building. (3) 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 anticipated adjoining buildings. There are no proposed changes with respect to the height of the building, which remains within the limits of the district. (4) Newly installed utility services and service modifications necessitated by K, exterior alterations or building expansion shall, to the extent feasible, be underground. There are no proposed changes with respect to the height of the building, which remains within the limits of the district. C. Relationship of Structures and Site to Adjoining Area. (1) The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics (e.g., rhythm, color, texture, form or detailing), landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. (2) 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 applicant has not submitted any elevations of the existing building. No height waiver is requested and there are no changes to the existing building. 14.07 Specific Review Standards A. Access to Abutting Properties. The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. There do not appear to be any additional opportunities for useable connections to other properties. The UVM horticulture farm is to the east, but a connection via this property would not be very reasonable. Staff does not recommend the reservation of any additional land. B. Utility Services. Electric, telephone and other wire -served utility lines and service connections shall be underground insofar as feasible and subject to state public utilities regulations. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already stated that additional utility lines shall be installed underground. C. Disposal of Wastes. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans show two screened dumpsters on the property. D. Landscaping and Screening Requirements. See Article 13, Section 13.06 Landscaping, Screening, and Street Trees. 11 As no additional construction of structures is proposed, there are no additional landscaping requirements. The applicant is proposing to clear an existing area of trees to install this new parking area. The tree line will be moved east. The Board may discuss this. Snow storage areas are not shown on the plans. A bike rack is not shown on the plans. 2. The plans shall be revised to show snow storage areas. 3. The plans shall be revised to show a bicycle storage rack. Lighting 4. All lighting most be in compliance with Appendix D of the South Burlington Land Development Regulations. All lighting shall be down -cast and shielded. Respectfully submitted, Pathyinrfta Rose, Associate Planner Copy to: Gregg Laber, contact for applicant 5 5 Lake Street St. Albans, VT 05478 Telephone (802) 524-9300 Fax (802) 524-9700 www.ruggianoengineering.com TO: City of South Burlington Planning & Zoning 575 Dorset Street S. Burlington, VT 05401 WE ARE SENDING YOU ❑ Shop Drawings ❑ Copy of letter ® Attached ® Prints ❑ Application LETTER OF TRANSMITTAL DATE: August 13, 2010 JOB NO: 10043 ATTENTION: Ray Belair RE: 45 Green Mountain Drive R E C E V "-D AUG 1 / 2010 City of So. Burlington ❑ Under Separate Cover via ❑ Plans ❑ Samples ❑ Change Order ❑ Other ❑ Specifications COPIES DATE NO. DESCRIPTION 5 Latest Revision 8-13-10 C-1 Site Plan — 24x36 1 Latest Revision 8-13-10 C-1 Site Plan —11xl7 THESE ARE TRANSMITTED as checked below: ® For approval ❑ For your use ® As requested ❑ For review and comment ❑ For Bids Due: REMARKS: COPY TO: ❑ Approved as submitted ❑ Approved as noted ❑ Returned for correction ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ Prints/other returned after loan to us SIGNED:Kimberly Ruggiano For: RUGGIANO ENGINEERING, INC. If enclosures are not as noted, kindly notify us at once. N/F THEAUTOMOTNE HERITAGE GROUP N/F THE UTOMOTI), HERITAGE GROUP m--1-EXInNGCB RBrt•1% (1.5- CONC. PIPE) INV.M• EEA INV. OUT: NO MEASUREMENT OR VISUAL EXI NGCB R M•l.5.72 (1 3" CONC. PIPE)NV. IIN-1.151 (i 5" CONC. PIPE) MV IN • I..7 (1 5" CONIC. PIPE) INVOUr • 19062 IF I IIE%LSTINC OBE= PIi1NG111 `+(IIIII TRE—,\' I 'I'IOS AREA PROPOSED DUMPSR.R LOCATION' 1-HSTOCKADE KADEFFENCE I _ 1 EMS NO SAVE IT I' FE.E.•2045]'P7 o Z EXI9'INGSMH RIM-19612 Q F ' INVEN•18]89 INV OUT•IN1.N EXITING PAVEMENT Q S �c Y Y OF EXISTINGSEWER LANE F.F.F.. • �•W�- _)TYPICAL PARKING LOT SECTION NOT TO SCALE C- I N/F PIZZAGALLI PROPERTIES, LUC 1 I EXIITNGBARBED ENEFEN HAW W FENCE LINK FENCE IRE / / \ fIX \\ I \ 1 \ PROPOSED TREE LINE FBAV DC1OR v�� I/ I I I I l I 1 777? jT /' 1 III I 1T I I 11 I I 12 I I I I N/F EXITING 'rReE urvE7-I'A F I'ITN :CB _ W EXITINGBLILDING 1 RIM. IPSYS ' — A PPROX I MA DE LOCATION 4.4 GREEN tl,mm IN DRIV—UNTE '(. CONC. PIPE) INV. IN-190ll OF EXIDN SWAYER /�• I. INC. PIPE)INV. IN-190R I NC. PIPE] INV. OUT-193.61- 3 'ERIM T ITNGCB --- '//) F.F.E. • 2A4A5'F.F.I � -' -1A524 I{I 20I.3Y )))yyy (6'IMP) INV . IN-192.191 — /1 I (fi"CMP)IN V. IN-193.14I (1..5" CONC. PIPE I INV.OUT-1SY194 I1 / VI IU-1L/,LL1.Lz ' I. XI.SHNG OVEIDIG IOBEREMOVEDIN I' I'IBS AREA —_`11/ D F,%ITMG _ PAVEMENT PROPOSED DRAINAGE — 4� � ' MANHOIT.,SF.E® 4� PROPOSED DIIMI'S'TER LOCATION IM1 HIGH STOCKADE FENCE PLAN REFERENCES, I) "EXITING CONDITIONS TOE CURAPFBC PEAK, 45 GREEN MOUNTAIN DRIVE, GREGG CABER, PREPARED FOR RUGGIANO ENGINEERING, INC., 45 GREEN MIN. DRIVE, SOUTH BLRLINGTON, VERMONT'" DATED: 7-12 2010, SCA L F: 1'L20', JOB N: SOUB3167, PEAK SHEET 1 OF 1, PREPARED By BITTON PROFE59ON AL LAND SI. VF YORS OFSO. BURLINGCON, VFRMON T. NOTE: 1) TER, DRAWING I NOT A BOUNDARY SURVEY PLAT. BOUNDARY LINE INFORMATION SHOW N LS BASED ON PLAN REFERENCE O. THE PROPERTY LINES, EAS'EM ENTS AND OTHER REAL PROPERTY DESCRIPTIONS PROVIDED ON THIS DRAWING ARE FOR ILLUSTRATION PIIRPCSES ONLY. THEY DO NOT DEFINE LEGAL RIGHTS OR MEETLEGAL REQUIREMENTS FUR A LAND SURVEYAS DESCRIBED IN V.S.A.TTTLE 21 SECTION ERH AND STULLL NOT BE USED IN LIEU OF A SURVEY AS THE IA IOF ANY LANDTRANSFTR OR ESTABLISHMENT OF ANY PROPERIYRIGHT. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIIING AND DETERMINING THE LOCATION, SIZE, AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO-E START' OF CONSTRUCTION. THE ENGINEERS HALL BE NOTIFIED IN WRIIINGOF ANY DISCREPANCIES OR UTLITIRSFOUND INMRFERMG WHHTHE PROPOSED CONSTRUCTION. APPROPRIATE REMEDIAL ACTION SHAI 1. BE TAKEN BEFORE PROCEEDING WITH THE WORK. 3) THISTOPOGRAPHICSURVEY WASCONDU'CTED WMIOLTTHE BEN EFR OF'DIG SAFE"MARKINGS. UTILITY LOCATIONS SHOW N ARE APPROXIMATE AND ARC NOT WARRANTED TO M EXACTOR COMPLETE. THE CONTRACTOR SHALL CONTACT T1IG SAFE' BEFORE COMMENCING ANY WORK AND SHALL PRESERVE ALL EXISTINGLTLITRSNOTSPFCffL D1OBEREMOVED0R ABANDQNEDASPARFOFTHEPROIECT. In, IING PAVEMENT I I I ISMS REALTY, LLP I l l y g a I ±71,648 FT2 / I I I OR I m1.6 ACRES / I / I / 1 / I I I, II I I I 1 PR PUSLUCATCEI \\ I I III \ BA'IN,SFE® J / / / I I / T.B.M.-SPEKEI IOI, D'R)UOUSTREE I I I ELEVATION%?I25' I To I p T JI I EXITING PAVEMENNi EXI NG PAVFMENI SITE PLAN NG.v SCALE: 1"=20' Graphic Scale -, 20 U 20 TO FO CROSSCOUNTRY MOUND TOPSOIL AS REQUIRED TO COMPENSATE FOR SETTLING SEE PLAN FOR INVERT PAVED,GRAVEL NOTES: MATCH EMSTINGROAD,DRIVEWAY UPURPOSEOFPLAN:TOINOEASEPARKING OR PAREINGLOTSECFIONOR ON THE EAST SIDE OF EXISTING BUILDING. R SEER TO PA VEMENF SECTION DETAIL FOR NEW CONSTRUCTION 2) PRESENTZONING: IC2)COMMERCUU2 3) LOTREQUIREMENTS: LOTAREA(MIN) 4opIOSQPI'./092 ACRE PROVIDED 71648S FT 60 ACRES 777 R Q. ./I FRONTYARD GRFFNSPACE: EXISTING: 42e PROPOSED 44°e F 1 BUILDING SETBACKS: y 4 FRO SIDE MET. • SAW -CUT AND OVCR-CDT I'O"MIN. REAR:30FT • •• BE BUILDING COVERAGE (MAX) J1Po '4• WYONDLIMITOFEXCAVATION WHERE TRENCHINGTROI:GH EXLSTINGPAVEMENT EXISTING: 12°4 PROPOSED:IPS 9 !�d LOT' COVERAGE (MAX.): Wb SLOSABLE BACKTTLL M AT ERIAL, COM PACTED IN FMSTING:33% PROP(SED:4 9"MA%.LffT5TO95%OF g)ESTN1ATEOFEARTIiWORE: 11 MAXIMUM DRYDENSEY CUT AND FILL: 1p67 YD' • f, 5) CONSTRUCTION SEQUENCE: START: SUMMER 2010 •4. F 4 FINISH: FAIL 2010 6) PRESENT OWNER OF RE(URD / APPLICANT: GMSREALTY,LLP 54.52 U.S ROUTE S,SUTTEG N F W PORT, Vr 05R55 Ll M.N. YiW T ` I •� V NNN��I .SITE '.LOCATION SITE LOCATION MAP NORTH NOT TO SCALE LEGEND /I NOWORPORMERLYOWNEDBY 8 TEMPORARYBENCHMARX IRON PIN POUND EXISTINGCATCHBASTN PROPOSEDCATCHRASIN ® PROPOSEDSTORMDRAINMANHOII /1 p EXISTINGSEWERMANHOLE UNIFORMLY GRADED 3/4" E' (■V_` V R EXLSTINGSEWERM MAX.1 USHEDSTONE OR STORM DRAIN \ Ii SAND BEDDING MATERIAL R``r„r EXLSTMGELECTRICPEDESTAL PIREASPER j \ PROPERTYLINE NUN- NATIVESOM ^/�j�{j�j 17 � ZONING DISTRICT BOUNDARY - EXISTING CONTOURS NATIVE SIR. AUG 20100 —.I.. EXISTINGSEWER LINE(APPROX.) N—ES —W.. EXISTING WATER LINE(APPROX.) 1)ALLDITURBEDCRO! OUMRYAREASSHALLBERFSIORI'.DWITH4"1'(B'SAR,SEED, EXISTING CHAIN LINK FENCE FERTILIZER ANDMULMAIN AINERDA R,ES L ^IT/ x—A— F.X65TINCBARBED WREFENCf CONY OL,PROj .CIFlCATIONS.THE CO ERATI—TI ETC. M ENVIABLE CONTRACSTAND OF GR S&HAS MAINTAIN ESTABLISHED STAND OF GRASS HAS BEEN ESTABLISHED TO THE SATISFACTION OF THE ENGINEER. City O� �O_ Burlington N\•�'w+• E%I.STINGTREE LINE 2)lEEPERM C4FT.D,TING VRJESHORING ORTMEDANC T—H.A.S �21n� PRO POREDCON JRi WffI DEEPER THAN 4 FT. DIKING CONSTRUCTION IN ACCORDANCE WITFI V.OSH.A. ID P ROPOSF.DSTORM DRAIN STANDARDS. - - I'ROIXSF:DSIOCKADEFENCE 3)TI{P.CO MACTORSHAII.PROVIDEANDCOORDINATTAI.LNFCF RYTRAFFlC PR(11XSI1)LEII:LINE CONTRO1.5IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS, 4) WHERETRENCHINLIN UNSTABLE SOILS TIM TRENCH BOTTOM SHALL BE OVEREXCAVATED AND STABILIZED USING MIRAR 51 B%IOR APPROVED EQUIVALENI) GEOTEXTILE FABRIC AND 6"MIN.CRLSHED STONE. WET I'RENCHESSI IA[ L BE SF.IIRAMI.INU I.I. DTTYCAST IRON DEW ATERED PRIOR I INSTALLING BEDDING MATERIAL. ELT) OF MORI AR E FRAME & COVER 'STORM' TYPICAL STORM DRAIN TRENCH 1)NLSH GRAIJF NOT TO SCALE VARIES '^\ N"MIN SLOPE A WAY N/F 12"MAX. tLMEER'ILD FROM MANHOLE U NIVERSFTY 30 DIAORN %30OF �Al11lIST HEAVY DUTY CAST IRON SQUARE CLEAR OPENING � FRAMF AND CRATF. VF.IiMONT MBAR NIAMNR-I OR SET G RATE I N MI RAFI 140N FILTER PABRIC TO FINAL GRADE Wfni PRECASTCONCRETERIS R A I'.I IQCIIVALEM (ORAPPROVEUEQLIVALENT)LIMR. CONE SECTION,B"MIN,12'MAX MI IV. I'I11PI.AN PERMANENT'S ROSIONCONTROLSARE 1ECT1QN PILS'll RAIJI 3'MIN. NESTABLISHED. MAINTAIN FREE FROM BUTEBRIS REPLACE N4MEDIATFIYff PERIIAN D MAGEAND DAMAGED . SEAL IOW WATERTIGHT W B NG SKETORER'O'R OP GASKET OR BUTri ROPE, TYP 2V DIA. CONCRETE ADIUSTMENTRING 911 T.L sFT FRAMEIN FI CAMP PRECAST 48"DIA. CAMPPRE ASTPOR S-MIN.,12-MAX. BFD OF MORTAR USE CONE SEC11ON • GRANUTAIt BACKED 4N'MIN. APPROVED EQUIVALENT DNLESSDEPTH DOES A ALUMINUM OR PI ASTIC N YTPFRMn' COATEDMANHOLE VARE, MI IRI ASI YMIN. RUNGS, SPACEDIY'O.C. CAST LN-PLACE I AI I RONR) FLEXIBLE WATERTIGHT FQl NAI FNI' CONNECTION,TVP. SIIF I I.AN hSPR(S 'O' RING OR BUT ROPE. FOH PRF Ml.FS hTYPFs TO PROVIDE WATERTIGHT IOIN15 112 MIN. 6—N.COMPACTED „ CRL 'IIII' STUNS OR SCRFI.N.DGRAVEL 4N MONOLMTICBASE \OI'RS, I) ALL INVERT TRANSITIONS AND BENDSSHALL BE Vt SlrMl' SMOOTHANDGRADUAL. J, 12"MIN. 2) SEAL ALL EXTERIOR JOINI'SWATERIIGHT ANDCOAI' EXTERIOR OFE NTIRE MANHOLE W IIH WATER PROOFING 6"MINCOMPACTED MATERIAL. CRUSHEDSTOIE— SCREENEDGRAVEL \O TEPS ttI BF. I'ROVIDFD TYPICAL STORM DRAIN MANHOLE NOT TO SCALE REVISION: OF113AD- ADDED EXISTING PARKING DELINIAHON TO EXITING PARKING AREA. ) TYPICALOCAM I BASIN SITE PLAN DRAINAGE SUMMARY FROM STRIII'TIIRE RIM INV. OLT TO STRUCTURE INV. IN LENGTH 1 SIZE SLOPE PI "I P R(JI'U til':DITf 19Rll5 DMH ]9562 NT 12" BA0.F IJMII UXLSITNGCB 1". TOT ]2" OA42 Site Plan Application Permit Number SP-_ 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 #): GMS Realty, LLP 5452 U.S. Route 5 Suite G Newport, Vermont 05855 2. LOCATION OF LAST RECORDED DEED (Book and page #): 3. APPLICANT (Name, mailing address, phone and fax #): Sa 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name,address, phone & fax #) Gregg Laber, Green Mountain Electric Supply, Inc. 7506 Ethan Allen Highway, St. Albans, VT 05478. Phone 802-524-4300. Fax 802-524-9837. Cell 802-363-2887. a. Contact e-mail address: greggl at7gmes.com 5. PROJECT STREET ADDRESS: 45 Green Mountain Drive 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0720-00045 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Application is to increase parking on the east side by enlarging the existing parking lot at 45 Green Mountain Drive. No changes to the use, number of employees, etc., are proposed. 08/13/2010 12:04 FAX 802 524 9700 RUGGIANO ENGINFFRING U002 Site Plan Application b. Existing Uses on Property (including description and size of each separate use): There is a one-story building on the Prop es. Portlano_Q_1ass (occupying approximately 53% of the building), and Keene Medifga�lcc;uin approximately 47% of the bM#dLtn_q). c, Proposed Uses on property (include description and size of each new use and existing uses to remain): No change in Use is propos ad d. Total building square footage on property (proposed buildings and existing buildings to remain): ±8,500 SF. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): No change to the existing one-story building is propgsed. f . Number of residential units (if applicable, new units and existing units to remain): g. Number of employees & company vehicles (existing and proposed, note office versus nonoff ice employees): No change t -s or company vehicles is groposed. Keene — 2 office/4 non -office employees (approximate). Portland Glass — 2 office/6 non -office employees (approximate)... h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8. LOT COVERAGE Total Parcel Size: 71,648 Sq� ft a. Building: Existing 12 % 1 8,495 sq. ft. Proposed N/A —% / sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 33 % / 14,0 _ 92 sq. ft. Proposed 40.39 28,939 sq. ft. c. Front yard (along each street) Existing_11.94 0/6 I 860 sq. ft. Proposed 11.88 % 855 sq. ft. I Site Plan Application d. Total area to be disturbed during construction (sq. ft.) ±10,000 SF * 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): $ - 0 - b. Landscaping: $ - 0 - c. Other site improvements (please list with cost): Adding 11 parking spaces for employee Parking. Estimated construction cost = ±$80 000 00 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): No change. b. A.M. Peak hour for entire property (in and out): No change. c. P.M. Peak hour for entire property (In and out): No change. 11. PEAK HOURS OF OPERATION: 8:00 AM to 4:00 PM 12. PEAK DAYS OF OPERATION: Monday through Fridav 13. ESTIMATED PROJECT COMPLETION DATE: Fall 2010 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) The Heritage Automotive Group, 158 Shelburne Road, South Burlington, VT 05403 IDX Corporation, P. O. Box 4900, Dept 201, Scottsdale, AZ 85261-4900 Pizzagalli Properties, LLC., P.O. Box 2009, South Burlington, VT 05407 UVM & State Agricultural College, 85 South Prospect Street, Burlington, VT 05401 3 Site Plan Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) 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). 9 Site Plan Application I hereby certify that all the info and is accurate to the best ofi as part of this application has been submitted ge. GNATURE OF APPLICANT SIGNAT/JRE OF PROPERTY OWNER Do not write below this line PRINT NAME DATE OF SUBMISSION: t' REVIEW AUTHORITY: ❑Development Review Board ! l Administrative Officer I have reviewed this site plan application and find it to be: r � Comple ® ❑Incomplete P 5 07/30/20tO t5.20 FAX 802 524 9700 RUGGIANO ENGINFERM; M P�UQGIANO v,---gineering, inc. .5 Lake Street St. Albans, VT 05478 Phone: 802-524-93oo Fax: 802-524-9700 sam(&shrugg.com %8-w-iv.riiggiiinoeriginecring.cone FACSIMILE TRANSAII'l-TAL To: Ray Belair Company: City of South Burlington, Planning & Zoning From: U Samuel Ruggiano F Kim Ruggiano Date: July 30, 2010 El Cliff Collins n Jon Easterdav Re: GMS Realty (Gregg Laber) Comments: Fax No.: 846-4101 No. Of Pages: 2 Uncl. cover) F] Andy Hoak F Brenda Kane Hammond Please find attached Page 2 of form, revised as requested. Our project no: ioo43 rf UNION(® PIIAsouthburli gton PLANNING & ZONING May 20, 2009 Gregg Laber 7506 Ethan Allen Highway St. Albans, VT 05478 Re: 45 Green Mountain Drive Dear Mr. Laber: Enclosed, please find copies of the Findings of Fact and Decisions rendered by the Administrative Officer on May 20, 2009 (effective 5/20/09). Please note the conditions of approval including that a zoninq permit must be obtained within six (6) months If you have any questions, please contact me. Sincerely, " kv� Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com r � t�il ®%; southburlington PLANNING & ZONING Site Plan Application Permit Number SP-0q - 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 /5 #): ACAZ_1, L t� /v E w x a--r . V 7 n s B6 _?_ 3 f/_ - -7 96 3 8,6.a- -7- 9 r- 7 5; G 1: �, f� 2. LOCATION OF LAST RECORDED DEED (Book and page #): 3. APPLICANT (Name, mailing address, phone and fax #): I<e e vi e 1M t cif i G ig_ c_ 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone &fax #): rZ fc= Lr.�,3C -7 _ �4 r o 5► �� - �i - !r c� a. Contact e-mail address: n G =C P (": -Mirk.., ce"" 5. PROJECT STREET ADDRESS: �r �� '�'�� � �:..�� rg,A,; 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 0.7 26-- G Da'/ S 7. PROJECT DESCRIPTION a. 1,eral project descriptionlexplain what you want approval for): r A 1F 1.;16 r> v fi G0 A4 3.'.eot'S 4--/ -a 0, ,=- f W 1 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Site Plan Application b. Existing Uses on Property including description and size of each separate use): rx, 'at c c. Proposed Uses on property (include description and size of each new use and existing uses to remain): 141 e 6- t �cr�7yt; -a- 4 •���� R&7-,4 i Lam.—• ItZee t:5 .f W4 eCl , z ..-- %L l e.'o'eZ t d. Total building square footage on property (proposed buildings and existing buildings to remain): S`9Cx�) S t e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): wn 0 I (Z ►'� �,�s �'���.�� for r c_ I" 4 i1e.rl* r f. Number of residential units (if applicable, new units and existing units to remain):J�.-v�r C,v'�, � �c's ✓�9 g. Number of employees &company vehicl s Angjapgqr�pos;M We office versus non- office employees). u id� h. Other (list any other information pertinenrfdppnot specifically requested above, please note if Overlay Districts are applicable): 8. LOT COVERAGE Total Parcel Size: 6-�7 70 CU Sq. Ft. a. Building: Existing I % / sq. ft.� Proposed sq. ft. b. Overall impervious cover e (building, parking, outside storage, etc) Existing :2-S % / sq. ft. ANv Proposed a % / sq. ft. jV0 �y' c. Front yard (along each street) Existing % / sq. ft. Proposed 1.�Z % sq. ft. 2 Site Plan Application d. Total area to be disturbed during construction (sq. ft.) 2 �5iZC * 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: $ 0-6 CO, c. Other site improvements (please list with cost): F6�.►t�x�a 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): b. A.M. Peak hour for entire property (in and out): ;? 0 c. P.M. Peak hour for entire property (In and out): J' 11. PEAK HOURS OF OPERATION:A a. Wit;> 12. PEAK DAYS OF OPERATION: 'Y 6C ^V ItV-- 15,�1 P v4 4-r- 13. ESTIMATED PROJECT COMPLETION DATE: -� L4- I CD 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) ovi C rz WfL1 Tt��,'h �'��•7CsYrr a', u� / >CJ LlT f2 3 Site Plan Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) 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). 4 Site Plan Application I hereby certify that all Ke infpffi 1tioh requested as part of this application has been submitted and is accurate to th est o k ow ae. SIGNATURE 01`-�APPLICANT RE OF PROPERTY OWNER Do not write below this line PRINT NAME DATE OF SUBMISSION: Li REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: X �J Com lete ❑ Incomplete p / .� 5 December 15, 2008 Greg Labor Green Mountain Electric Supply, Inc. 7506 Ethan Allen Highway, Suite 3 St. Albans, VT 05478 Re: Expiration of Site Plan Approval #SP-08-51, 45 Green Mountain Drive Dear Mr. Labor: Please be advised that site plan approval #SP-08-51 issued on 6/11/08 for changes in use at 45 Green Mountain Drive has expired. This approval expired due to the lack of a zoning permit being issued for these changes within six (6) months, per condition #3 of said approval. Should you wish to proceed with this project, you may re -apply at any time. Sincer aym nd J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com �&, 0-0ed f�,�ks. ? State of Vermont LAND USE PERMIT AMENDMENT CASE NO 4CO094-7 LAWS/REGULATIONS INVOLVED APPLICANT Meadowood Enterprises, LPA 10 V.S.A. §§ 6001 - 6092 (Act 250) ADDRESS 212 Meadowood Drive South Burlington, VT 05403 District Environmental Commission 44 hereby issues Land Use Permit Amendment 4C0094-7, pursuant to the authority vested in it by 10 V.S.A. §§ 6001-6092. This permit amendment applies to the lands identified in Book 436, Page 650, of the land records of the City of South Burlington, Vermont, as the subject of a deed to Meadowood Enterprises, LPA, the Permittee as Grantee. This permit specifically authorizes the Permittee to an after -the -fact approval for construction of a warehouse/office building on Lot #15 of the National Life subdivision. The project is located on Green Mountain Drive in the City of South Burlington. The project is subject to Act 250 jurisdiction because the project is a material change to a development over which the Commission has jurisdiction and thus a land use permit amendment is required pursuant to Act 250 Rule 34. The Permittee, and its assigns and successors in interest, are obligated by this permit to complete, operate and maintain the project as approved by the District Commission in accordance with the following conditions: All conditions of Land Use Permit 94CO094 and amendments are in full force and effect except as amended herein. Representatives of the State of Vermont shall have access to the property covered by this permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental and health statutes and regulations and with this permit. The project shall be completed, operated and maintained in accordance with: the plans and exhibits on file with the District Environmental Commission, and the conditions of this permit. 4. The approved plan is: "Site Plan, Paul Roche" dated 11/4/1997. A copy of this permit and approved plans shall be on the site at all times throughout the construction process. Land Use Permit #4C0094-7 Page 2 of 4 No changes shall be made in the design or use of this project without the written approval of the District Coordinator or the Commission, whichever is appropriate under the Act 250 Rules. Pursuant to Act 250 Rule 51(G), the permit application and material representations relied upon during the review and issuance of this permit by the District Commission shall provide the basis for determining future substantial and material changes to the approved project and for initiating enforcement actions. The District Environmental Commission maintains continuing jurisdiction during the lifetime of the permit and may periodically require that the permit holder file an affidavit certifying that the project is being completed, operated and maintained in accordance with the terms of the permit, as provided by 10 V.S.A. §§ 6001-6092 and the rules of the Natural Resources Board (Act 250 Rules). 9. The conditions of this permit and the land uses permitted herein shall run with the land and are binding upon and enforceable against the Permittee and their successors and assigns. 10. The project is approved for the following maximum impacts: 26 - vehicle parking spaces; and 100 - vehicle trips per day. H . This permit hereby incorporates all of the conditions of the following Agency of Natural Resources Permits: • Potable Water Supply and Wastewater System Permit #PB-4-0186 issued on 12/17/1976 by the Wastewater Management Division. Any subsequent nonmaterial changes to these permits shall be automatically incorporated herein upon issuance by the Agency of Natural Resources. Subsequent amendments involving material changes to the Act 250 permit shall not be constructed prior to review and approval of the District Coordinator or the District Commission under applicable Act 250 Rules. 12. There shall be no floor drains installed at the facility without first acquiring the required Underground Injection Control Permit from the Water Supply Division of the Agency of Natural Resources. 13, The Permittee and all subsequent owners or lessees shall install and maintain only low -flow plumbing fixtures in any buildings. Any failed water conservation measures shall be promptly replaced with products of equal or better performance. 14. In addition to conformance with all erosion control conditions, the Permittee shall not cause, permit or allow the discharge of waste material into any surface waters. Compliance with the requirements of this condition does not absolve the Permittee from compliance with 10 V.S.A. (§§ 1250-1284) Chapter 47, Vermont's Water Pollution Control Law. 15. All stumps shall be disposed of on -site above the seasonal high water table or at a State approved landfill so as to prevent groundwater pollution. Land Use Permit #4C0094-7 Page 3 of 4 16. No new exterior light fixtures were proposed or approved by this permit. Existing light fixtures incled security light son the north and south ends of the building and two wall mounted lights adjacent to the entrance door. All exterior lighting shall be installed or shielded in such a manner as to conceal light sources and reflector surfaces from view beyond the perimeter of the area to be illuminated. 17. The Permittee shall not erect additional exterior signage without first obtaining approval from the District Commission. Signage includes banners, flags, and other advertising displays, excepting temporary real estate marketing signs. 18. Pursuant to 21 V.S.A. § 268, energy design and construction shall comply with The 2005 Vermont Guidelines for Energy Efficient Commercial Construction and shall further include any custom energy measures referenced in comments by the Department of Public Service if found by the applicant to be cost-effective on a life -cycle -cost basis. 19. The installation and/or use of electric resistance space heat is specifically prohibited without the prior written approval of the District Environmental Commission. 20. Each prospective purchaser of any lots shall be shown a copy of the approved plot plan, Potable Water Supply and Wastewater System Permit, the Land Use Permit and Amendments and the Findings of Fact before any written contract of sale is entered into. 21. No further subdivision, alteration, and/or development of any parcel of land approved herein shall be permitted without the written approval of the District Commission or a written determination from the District Coordinator that a permit is not required. 22. The Permittee shall reference the requirements and conditions imposed by Land Use Permit #4C0094-7 in all deeds of conveyance and leases. 23. Pursuant to 10 V.S.A. § 6090(c) this permit amendment is hereby issued for an indefinite term, as long as there is compliance with the conditions herein. Notwithstanding any other provision herein, this permit shall expire three years from the date of issuance if the Permittee has not commenced construction and made substantial progress toward completion within the three year period in accordance with 10 V.S.A. § 6091(b). 24. Failure to comply with all of the above conditions may be grounds for permit revocation pursuant to 10 V.S.A., § 6027(g). Land Use Permit #4C0094-7 Page 4 of 4 Dated at Essex Junction, Vermont, this Members participating in this decision: Gene Richards Larry Veladota day of August, 2008. By As thorized by Kate Purcell, Acting Chair in this matter District #4 Commission Any party may file a motion to alter with the District Commission within 15'days from the date of this decision, pursuant to Act 250 Rule 31(A). Decisions on minor applications may be appealed only if a hearing was held by the district commission. Please note that there are certain limitations on the right to appeal. See 10 V.S.A. § 8504(k). Any appeal of this decision must be fled with the clerk of the Environmental Court within 30 days of the date of issuance, pursuant to 10 V.S.A. Chapter 220. The appellant must attach to the Notice of Appeal the entry fee of $225.00, payable to the State of Vermont. The Notice of Appeal must include all information required by Rule 5(b)(3) of the Vermont Rules for Environmental Court Proceedings (VRECP). The appellant must also serve a copy of the Notice of Appeal on the Natural Resources Board, National Life Records Ctr. Bldg., Drawer 20, Montpelier, VT, 05620-3201, and on other.parties in accordance with Rule 5(b)(4)(B) of the VRECP. For further information, see the Vermont Rules for Environmental Court Proceedings, available on line at www.vermontiudiciary.orQ. The address for the Environmental Court is: Environmental Court, 2418 Airport Rd., Suite 1, Barre, VT 05641-8701. (Tel. # 802-828-1660) W:\Act250\DIST4\PROJECTS\300001-4CO250\4C0094\4C0094-7\4C0094-7 PMT.wpd EXHIBIT LIST FOR APPLICATION #4C0094-7 Page 1 E I DATE I E A= Applicant X I R I N I T= Town H I E I T I 0= Opponent I I C I E I RPC = Regional Planning Commission B I E I R I ANR = Agency of Natural Resources I I I E I VTRANS = Vt. Agency of Transportation T I V I D I DPS = Department of Public Services E I M = Municipality D I I DHP = Division for Historic Preservation WMD = Wastewater Management Division N I I B I L= Landowner 0.1 lYI Nature of Exhibit and Date Entered 1 7/2/08 A Cover Letter by Robert Perry (7/2/08) 2 it Act 250 Land Use Permit Application 3 7/8/08 Letter by Robert Perry re Revised Fee (7/7/08) 4 " Schedule A — Fee Information (Rev. 7/8/08) 5 7/2/08 Location Map 6 Schedule E — Adjoiner Information 7 Schedule F — Certificate of Service 8 Schedule G 9 Schedule B —Act 250 Narrative 10 Municipal Impact Questionnaire 11 Plan: Site Plan (11/4/97) 12 7/9/08 Letter by R. Perry re Photograph (7/8/08) 13 ItPhotograph of Building (1/23/08) W:\Act250\DIST4\PR0J ECTS\300001-4CO250\4C0094\4C0094-7\4C0094-7exlist.doc CERTIFICATE OF SERVICE I hereby certify on this 41h day of August, 2008, a copy of the foregoing ACT 250 LAND USE PERMIT #4C0094-7, was sent by U.S. mail, postage prepaid to the following individuals without email addresses and by email to the individuals with email addresses listed. Note: any recipient may change its preferred method of receiving notices and other documents by contacting the District Office staff at the mailing address or email below. If you have elected to receive notices and other documents by email, it is your responsibility to notify our office of any email address changes. All email replies should be sent to nrb-act250essex(o)state.vt.us PARTIES: Meadowood Enterprises, LPA 212 Meadowood Drive South Burlington, VT 05403 Robert J. Perry PO Box 238 Burlington, VT 05402 rperry(d,)vtlawfirm.com Chair, City Council/Chair, City Planning Comm City of South Burlington 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Comm 30 Kimball Avenue, Suite 206 South Burlington, VT 05403 stiltonC5ccrpcvt.org Elizabeth Lord, Land Use Attorney Agency of Natural Resources 103 South Main St. - Center Bldg., 3rd Floor Waterbury, VT 05671-0301 an r. act250gstate.vt. us Mike Kundrath Vt. Dept. of Public Service 112 State Street, Drawer 20 Montpelier, VT 05620-2601 michael.kundrath(d,state.vt.us Craig Keller Utilities & Permits/VTrans One National Life Drive, Drawer 33 Montpelier, VT 05633 craig.keller(@state.vt.us Louise Waterman/Brendan O'Shea Vt. Agency of Agriculture, Food & Markets 116 State Street, Drawer 20 Montpelier, VT 05620-2901 Iouise.watermanC�state.vt. us brendan.oshea(Dstate.vt. us Division for Historic Preservation National Life Building, Drawer 20 Montpelier, VT 05620 scott.dillon(@state.vt.us devin.colmen(5state.vt.us FOR YOUR INFORMATION District #4 Environmental Commission Kate Purcell, Acting Chair Gene Richards/Larry Veladota 111 West Street Essex Junction, VT 05452 Dated at Essex Junction, Vermont, this 4`h day of August, 2008. 4arbara. Cady, Admini tiv4Secretary 879-5614 ACT 250 NOTICE MINOR APPLICATION 10 V.S.A. §§ 6001-6092 On July 2, 2008, Meadowood Enterprises, LPA, filed application #4C0094-7 for a project generally described as: the after -the -fact approval for construction of a warehouse/office building on Lot #15 of the National Life subdivision. The project is located on Green Mountain Drive in the City of South Burlington, Vermont. The District 4 Environmental Commission will review this application under Act 250 Rule 51 - Minor Applications. Copies of the application and proposed permit are available for review at the South Burlington Municipal Office, Chittenden County Regional Planning Commission located at 30 Kimball Avenue, South Burlington, and the office listed below. The application and proposed permit may also be viewed on the Natural Resources Board's web site (www.nrb.state.vt.us/lup) by clicking on "Act 250 Database," selecting "Entire Database," and entering the case number above. No hearing will be held unless, on or before July 29, 2008, a party notifies the District Commission of an issue or issues requiring the presentation of evidence at a hearing or the commission sets the matter for hearing on its own motion. Any hearing request shall be in writing to the address below, shall state the criteria or subcriteria at issue, why a hearing is required and what additional evidence will be presented at the hearing. Any hearing request by an adjoining property owner or other interested person must include a petition for party status. Prior to submitting a request for a hearing, please contact the district coordinator at the telephone number listed below for more information. Prior to convening a hearing, the District Commission must determine that substantive issues requiring a hearing have been raised. Findings of Fact and Conclusions of Law will not be prepared unless the Commission holds a public hearing. Should a hearing be held on this project and you have a disability for which you are going to need accommodation, please notify us by July 29, 2008. Parties entitled to participate are the Municipality, the Municipal Planning Commission, the Regional Planning Commission, adjoining property owners, other interested persons granted party status pursuant to 10 V.S.A. § 6085(c). Non-party participants may also be allowed under 10 V.S.A. § 6085(c)(5). Dated in Essex Junction, Vermont, this 9te day of July 2008. By /s/Peter E. Keibel Natural Resources Board District #4 Coordinator 111 West Street Essex Junction, VT 05452 T/802-879-5658 E/ peter.keibel@state.vt.us W:\Act250\DIST4\PROJECTS\300001-4CO250\4C0094\4C0094-7\4C0094-7 NOT.rtf June ll, 2008 Gregg Labor Green Mountain Electric Supply, Inc. 7506 Ethan Allen Highway Suite 3 St. Albans, VT 05478 Re: Site Plan #SP-08-51 45 Green Mountain Drive Dear Mr. Labor: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer on June 11, 2008. Please note the conditions of approval including that you must apply for a zoning permit within six (6) months. If you have any questions, please contact me. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tell 802.846.4106 fax 802.846.4101 www.sburl.com ACT 250 MUNICIPAL IMPACT QUESTIONNAIRE This questionnaire is intended to help applicants gather evidence to submit under Criterion 7 - Municipal Services. A letter or narrative from the Town Manager, Selectboard Chair or appropriate official may also serve as evidence. APPLICANT TO COMPLETE: Applicant Name: Meadowood Enterprises, LPA Municipality: South Burlington Title and Date of Site Plan Submitted: TOWN MANAGER, DEPARTMENT HEADS, OR EQUIVALENT TO COMPLETE: a) Does the municipality have the capacity to provide the following services without unreasonable burdens for the above project. - Fire Protection -Yes _No _ Mun. does not provide this service. Police Protection _✓Yes _No _ Mun. does not provide this service. Rescue Service /Yes No Mun. does not provide this service. Solid Waste Disposal _Yes ✓ Mun. does not provide this service. Road Maintenance `Yes _No _No _ Mun. does not provide this service. b) If "no", what are the deficiencies? c) If the service is unavailable from the municipality, who provides the service so that the town doesn't have to? -!Z0L_+� �,�► �t � � d) Would the deficiencies occur without this project? _Yes or No? If "no", what measures can the applicant take to alleviate the deficiencies? e) If the deficiencies are common to many -projects, does this project create burdens whic are disproportionate to the taxes and user fees to be paid to the municipality? _Yes or _No? If "yes", does the municipality recommend the imposition of an impact fee or other means to mitigate any unreasonable burdens? f) Are you available, afte�ufficient notice, to answer questions related to the above statements at an Act 250 hearing? _Yes or _No I certify that the above info [,mation is true and accLKate t9 the-jiest of my knowledge. C Name Position C.)Z J Date PERRY & SCHMUCKER ATTORNEYS AT LAW 110 MAIN STREET, SUITE 3A P. O. BOX 238 BURLINGTON, VERMONT 05402 TELEPHONE: (802) 658-2675 TELECOPIER: (802) 658-6900 ROBERT J. PERRY OF COUNSEL RONALD C. SCHMUCKER LEGAL ASSISTANT June 23, 2008 NANCY L. BENSON Charles Haftner, Manager City of South Burlington 575 Dorset Street So. Burlington, VT 05403 Dear Chuck: I represent the owners of the warehouse/office building at 45 Green Mountain Drive, Paul and Ann Roche. The building was originally constructed in 1977 as the Dinel-Tuffcote building. No Act 250 permit amendment was obtained for the lot in reliance on the District Coordinator's decision that no construction amendments were required under the original National Life permit. Unfortunately, the current Coordinator is of the opinion that the original Coordinator was wrong and he wants an after the fact permit amendment. Enclosed is a municipal questionnaire, which I would ask you to sign and return to me if it appears accurate to you. Thanks for your help. Sincerely, 1/ Robert J. Perry, Esq. RJP/nlb Enclosure �ii= printed on recycled paper q s 6 WDC (qq -� - Site Plan Application 6 � Permit Number SP- - 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. %04- I5Wb 9SS- M3 �-&;% 2. LOCATION OF LAST RECORDED DEED (Book and page #): 3. APPLICANT (Name, mailing address, phone and fax #): h- 4. CONTACT PERSON (person who will rece address, phone & fax #): (r Labs 51Ll - 4300 all correspondence from Staff. Include name, aw•c 0-5 abodt) a. Contact e-mail address: Ci-r 4&4 GA P- S C sYA - 5. PROJECT STREET ADDRESS: kS Gye*. AsuAu�v, Dt,v-t- 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 61-U "©a04 S- 7. PROJECT DESCRIPTION a. General project description: G 1 Site Plan Application b. Existing Uses on Property (including description and size of each separate use): c. Proposed Uses o ropertyy (include description and size of each new use and existing uses to remain): 5`t06 t Ares s 4A- = I 100Vw� 0-65 G?oo 4z,ht .A1 — W ^ clf�k_ 1000 dv 04*1^ C:C lj d. Total building square footage on property (proposed buildings and existing buildings to remain): A4_y k - e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): 5,w, , I ficaf ?IL-5 S_fms )00- - k ' - f. Number of residential units (if applicable, new units and existing units to remain): g. Number of employees & company vehicles (ex2sling a-""-' sed, office employees): ?"Aw WO!"°�P� f h ote . Ice versus non- Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8. LOT COVERAGE Total Parcel Size: "33 11-1-3 Sq. Ft. I- LS A v- s a. Building: Existing 11310 % / 8400 sq. ft. Proposed II 3b % / 8ycb sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 341 % / 2-4J i$ sq. ft. Proposed 3')t Y % / 27103_$ sq. ft. c. Front yard (along each street) Existing IV % / II 1,0- sq. ft. Proposed N. �_ % i1,$1JI, sq. ft. Site Plan Application d. Total area to be disturbed during construction (sq. ft.)c7� * 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 Cj 000U ao c. Other site improvements (please list with cost): T'VK& 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): b. A.M. Peak hour for entire property (in and out): 30 c. P.M. Peak hour for entire property (In and out): 15— 11. PEAK HOURS OF OPERATION: A-M - 01.OU D%/h 3 30- 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: 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) � � vsNo3 h,,+— rI , D- C, 4. 5,vvyk' 091�3 3 Ur oegb3 Site Plan Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) 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). 4 f Site Plan Application I hereby certify that all the infor 6onyeested as part of this application has been submitted and is accurate to the best o no dqe. 'SIGNATURE OF APPLICANT 01UNA I UHL OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: 16� PRINT NAME REVIEW AUTHORITY: ❑ Development Review Board 1' Administrative Officer I have reviewed this site plan application and find it to be: Complete/j-) I] Incomplete r of Planning & Zoning or Designee 5 Site Plan Application EXHIBIT A SITE PLAN The following information must be shown on the site plan. Please submit five (5) copies and one reduced copy (11" x 17") of the site plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. o Lot drawn to scale (20 feet scale if possible) o Survey data (distance and acreage) o Contours (existing and finished) o Proposed landscaping schedule (number, variety and size) as required in Section 26.105 of the zoning regulations o Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping o Existing and proposed curb cuts, pavement, walkways o Zoning boundaries o Number and location of parking spaces (as required under Section 26.25 of the zoning regulations) o Number and location of handicapped spaces (as required under Section 26.253(a) of the zoning regulations) o Location of septic tanks (if applicable) o Location of any easements o Lot coverage information: Building footprint, total lot, and front yard o North arrow o Name of person or firm preparing site plan and date o Exterior lighting details (cut sheets). All lights should be down casting and shielded. o Dumpster locations (dumpsters must be screened) o Bicycle rack as required under Section 26.253(b) of the zoning regulations o If Restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE ❑ Site Plan $ 186* ❑ Amended Site Plan $ 186* ❑ Administrative Site Plan $ 86* * Includes $11.00 recording fee y I L�D N6u1 oKoetct ZrwcWl,i l�ott7t y,5 N 'f Vic- �- 46 Mm R 6E►� W1p c. ti.-r ,. • e 4t d � tom. 16 o Water Quality Department City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Tel: 802-658-7964 Fax:802-658-7975 June 3, 2008 Nathen Laber Green Mountain Electrical Supply 102 Archibald Street Burlington, VT 05401 RE: Sewer Inspection To whom it may concern, Please be advised that on Tuesday, May 20t', 2008 I inspected the obsolete and nonfunctional oil separation system located within the building at 45 Green Mountain Drive. The system is connected to the South Burlington sanitary sewer system. Paul Roche, owner of the building, has agreed to remove this oil separation system and permanently block the discharge line to the City Sewer prior to the sale of said property. Be advised that any connection to the City's sewer system, new or existing must comply with the City of South Burlington Ordinance Regulating the Use of Public and Private Sanitary Sewerage and Stormwater Systems as amended on March 21, 2005. If you need a copy of the South Burlington Sewer Ordinance, please contact me. After you complete the removal of the defunct oil separator and permanently block access from this system to the City's sewer system, please call me for a follow up inspection. If you have any further questions, please contact me. Respectfu even T. Cr -=--' Water Quality Superintend C: Raymond Bair, South Burlington Planning and Zoning Charles Hafter, City Manager r14540' WE :Itwoiol� soutb►urlington PLANNING & ZONING May 6, 2008 Gregg Labor Green Mountain Electric Supply, Inc. 7506 Ethan Allen Hwy, Suite 3 St. Albans, VT 05478 Re: Site Plan #SP-08-37 Dear Mr. Labor: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Administrative Officer on May 6, 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, Betsy c on ough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com wk(j esa Ic nIn Site Plan Application Permit Number SP- J 1� _ 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. I. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax I�C> # _C F j \ {� S �J i4 Ll� 2 2. LOCATION OF LAST RECORDED DEED (Book and page #): 3. APPLICANT (Name, mailing address, phone and fax #)- /c 7)',rt i L v'P r Z .�,,... _7 SC) 4 �'T,�i4 •-J c 7 C3-yamc,�_.y�r—y3cc 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, 3y3 7 address, phone & fax a. Contact e-mail address PROJECT STREET ADDRESS: 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 7. PROJECT DESCRIPTION 6720 QGOV< a. General project description: yv1 E' S S Q -7 Site Plan Application b. Existing Uses on Property (including description and size of each separate use): </G (3 a F�-e V-� LE,�s �- , c. Proposed Uses on property (include description and size of each new use and existing uses to remain): meson • _ f -D _ _ d. Total building square footage on property (proposed buildings and existing buildings to remain): 1'1 q60 Scy F> e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine).- s � o / f. Number of residential units (if applicable, new units and existing units to remain): g. Number of employees & company vehicles (existing and p o osed, note flce ver us non - office employees):�u vM. (yvni¢•1-c_ O:C �� c cf- �- C3fFcL:�- � h. Other (list any other information pertinent to this application not specific Ily requested above, please note if Overlay Districts are applicable): 8. LOT COVERAGE Total Parcel Size: 73 q-7 3 Sq. Ft. /• S"x� C ��S a. Building: Existing_ //.;36 % 8!400 Proposed //__ .36 1/0 sq. ft. �'��� sq. ft. b. Overall impervious coverage (buildin,$ parking, outside storage, etc) Existing�/ % / �?r 'fig' s ft. Proposed 3 -7. % q' t B' sq. ft. c. Front yard (along each street) Existing /6. S % / // S- sq. ft. Proposed_ �� _ % t/, sq. ft. Pa Site Plan Application d. Total area to be disturbed during construction (sq. ft.) Q * 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)- r� $ �a4a b. Landscaping: c. Other site improvements (please list with cost): 10. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): b. A.M. Peak hour for entire property (in and out : t30 'T✓r o ,� i ti r, c. P.M. Peak hour for entire property (In and out): 11. PEAK HOURS OF OPERATION: 6 3U — `i G0 ►g �,,� 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: %— 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) Ll X Dial S CZ z►NU-7rH� V i 6_5"y6_3 c�� y ?jL fZ L/.I.� 7ci V / 3 Site Plan Application 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five site plan application fee shall be paid to the City at the time of submitting the site p(5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A lan application (see Exhibit A). Site Plan Application I hereby certify that all the infor ion r ested as part of this application has been submitted and is accurate to the best o� no dge. _ &'SIGNATURE C SIGNATURE OF PROPERTY OWNER APPLICANT Do not write below this line DATE OF SUBMISSION: ( �U PRINT NAME REVIEW AUTHORITY: ❑ Development Review Board 0 Administrative Officer I have reviewed this site plan application and find it to be: Complete ❑ Incomplete r of Planning & Zoning or Designee 5 Date 'Ro auk, - -39 La 3 U.V.M. HOR71C L RESEARCH CEN_ T_ ER SFA KF 310 i ti 30R�_ W 2 V Oe / 1 CI 1 3Q0 � 1 9 J98 296 t z9a Av6/AVOL/ACC WVLF 2L'CCa[C�- 292 �t 50' 73' 160' 130' GRAPHIC SCALE S.IR.Mx, IR�M TAUS NORlH � �00 Mpo�Erle A-C yai1�° \ FZG ii4�a iE 6eiv� - i RECEIVE7) APR 0,3 SOB 1 29d NOV 12 t997 City of So. Burlington SITE PLAN FOR _ AY `j �Gfr4L t.% N THE t.ITY OF S. BURLINGTON, VT. TOPOGRAPHIC- SURVEY - OATS: JCALE: 30 ' MAP FILE WO. C— 298 Permit Number SP-� CITY OF SOUTH BUFLINGTON 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 #) 2) LOCATION OF LAST RECORDED DEED (Book and page #) 3) APPLICANT (Name, mailing address, phone and fax #) I�At-- !i �i2..Ni7w'� F .� w C- 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): 5) PROJECT STREET ADDRESS: �I � ,�,,tAArtj 6) TAX PARCEL ID # (can be obtained at Assessor's Office) p ''7� ,fd � q o p N f 7) PROJECT DESCRIPTION a) Existing Uses on Property.(inc.ludi"scripti and size of each separate use) Za. s f looI au" sV C b) Proposed Uses on property (include description and size of each new use and existing uses to remain) , rr a.a L .... r -x c .e - R ET A G. 3 9 5 v &-rt,4 nor 4 c) Total building square footage on property (proposed buildings and existing buildings to remain) 9 NUh 5;-, d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) _ / r /uu r nivS _Sfa r- dq# Z J + /6 e) Number of residential units (if applicable, new units and existing units to remain)_ N�/� 1 rI f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): x »3-rrr►b 3 v� !, �i', . 5 Pit. p 36-4 16t_1 _1AZ 'Ir e.M.a/�&r g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8) LOT COVERAGE Total Parcel Size: 57,70u a) Building: Ex.isting___L�'__ % / Proposed' % / sq. ft. sq. ft. Sq. Ft. b) Overall impervious coverage (building, parking, outside storage, etc) Existing_ �R S % / sq. ft. Proposed_% / sq. ft. c) Front yard (along each street) Existing / Z % / __ sq. ft. Proposed , 2✓ % _ _sq. ft. d) Total area to be disturbed during construction (sq. ft.) Alo C^W4 c Alu CeAwC4- * 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): $�G b) Landscaping: $ c) Other site improvements (please list with cost): S c.rc-e-N S 3o & 1.0) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): c) P.M. Peal. hour for entire property (In and out): /a l l) PEAK HOURS OF OPERATION: i v :#WVWVl 4c, 1 r'va 2 10,+0 - .fibo p1 h PJ I 12) PEAK DAYS OF OPERATION:__ Fr _ yr �iQ S ,rsv�q _ 13) ESTIMATED PROJECT COMPLETION DATE:y y - G, _ 0 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) ,y� S rs r s Gv p 55' 6r'e-c-" Mf-,v r uc So. 'durbN1-bnjj 15) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) 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 01 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. 7� F- -R.'a" � ., kmv SIGNATURE OF APPLICANT SIGNATUREROPERTY OWNER Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: IJa Developm�e t Review Board 691inistrative Officer I have reviewed this site plan application and find it to be: [� Complete ❑ Incom "r of .Planning & Zoning or Designee 1&1b Y Date 4 F-I No r ro 5 C9 4,C 6G / HORTICULTURAL REST CENTER U.V.M. 0 J � 1 299, 9— — V� \ I \ � �O _ P y AL/CL TANK CAP • AIR COND/F/EULRM �? f!/EL FILLER PIPES Z' \ ' eiKc 799,A _ Q V � I 29B,E � 2yB 417 e 30a _ I I F � �an57 i f cNcaa CHAIN I=FeCE-_ x �' TA KC3/0 �— I I W - - 2 V U jr4rAf3avI; 4 T2t`ES 306 T ' V I RIB// y 299. B ?99.B / 1�7 N•GM VOL 7A6! MU/L71V1 298 � 296 I 294_ o R16R ✓Oi 7A6E VM414710 I TCL. CABLE � N 299.7 I W \ 16 �� n-F�— �I- — CB TRrM 291.2 ° iSAN. SG WER 292 SIN MN, 7Rr 2M 940 C CB TR/M 291.3� 0 26' 607.5 /00' 130 i GRAPH/C SCALE 296 290 NOV 1 2 1997 of So. Burlington SZT E PL—AN roR I TAU L I i IN THE C Z T Y OF S. BURLINGTON, VT. TOPOGRAPHIC SURVEY DATE �I / 4 97 SCALE: % = 30, REVISED __/r- MAP FILE No. C — 290 3nCI , 5*1y' t Li 7C�` 1t ova 37' e rt YV'wt+k 1 1" ovwU it mcl,ivi4p—f w�n�o�J City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 December 2, 1997 Paul E. Roche 212 Meadowood Drive South Burlington, Vermont 05403 Re: Warehouse Use, 45 Green Mountain Drive Dear Mr. Roche: ZONING ADMINISTRATOR 658-7958 Enclosed is a copy of the Findings of Fact and Decision on the above referenced project approved by the City Planner on November 21, 1997. Please note the conditions of approval including the requirement that a zoning permit be obtained within six (6) months or this approval is null and void. If you have any questions, please give me a call. Ineely, eith, City Planner JW/mcp 1 Encl Racks: Graber No. of Ship Trunk Mount/Rear Mount Bikes Wt PR1059 Mountaineer f - 3 -- 20 1 1048 17 (Trailblazer Z3 7043 1043 Outlaw 3 11 , _ AR1045 11045 0uickset 2 10 No. of Ship Bumper Mount Bikes Wt A91072 }loop Supremacy rear rack 2 12 No. of Ship Spare Tire Mount Bikes _ .2 Wt R1 A060S !1060 12 Outback Receiver Mount r Outback Racks: Bicycle Parking Graber # of Ship • These can be shipped via UPS Bikes Wt Length AR6210 .6210 Mighty Mite, 6 1 30 35' r _ I double -sided PR6801 _ ,6801 Wave — I 5 ! 45 ` j._- 32' Outback Trailer Hitch Mount Base/hitch mount Sold separately, see below • Features locking arms No. of Ship Bikes Wt AR5002 Outback two bike rack 2 30 I AR5051 Outback bike/ski add on 5 with stabilizer AR5052 Outback stabilizer bar only _ . .......... No. of Ship Outback Hitch Mount Bases Bikes Wt AR5030 Long 2" receiver 4 15 1 i AR5040 Short 2' receiver 2 10 AR5025 Long 1-1/4" receiver 4 8 t AR5020 Short 1-1/4" receiver 2 5 ! AR5010 Ball mount 2 No. of Ship HitchHiker Trailer Hitch Racks Bikes Wt AR1096 2" receiver 4 26 AR1095 2" receiver 3 19 AR1094 1-1/4" receiver 4 19 AR1093 1-1/4' receiver 3 15 j AR1079 Complete carrier, 2 12 fits standard ball hitch f Hitch Tite • Device removes play between trailer hitch and rack AR4015 For 1-1/4' receiver hitch AR4021 For 2" receiver hitch Pickup Truck Bed Mount • Holds two bikes with fork clamp, and two front wheels • Clamps to sides of pickup bed Ship Wt AR1061 Fits 53-58" width bed (mini pickups) 15 j Ineer AR1062 Fits 63-68" width bed (large pickups) 16 t Odds And Ends AR3035 Hatch Hugger Adapter, for glass hatch backs AR2060 Protect-O-Pads, set of four ! AR1085 Wall hugger bracket #1085, for hanging one ! bicycle, a pair of hooks holds bike 9" from wall, also good for storing hoses, tools, etc. i i tAR10i MA8098 Automobile rack fit chart I------------_i _.__.__.--- .__I MA8100 Outdoor parking systems brochure AR2046 #2046 third strap kit i _ _-- AR2047 #2047 80' strap with S-hook i t AR3037 Bike Beam, installs lop tube on ladies bike for easier rack mounting AR1052 Trunk rack foot pad, each I j QUALITY BICYCLE PRODUCTS 251 for units 0 IbS 0 bs 10 Ibs 17 IbS 11 lbs 12 bs. 12 lbs No xTLXL r Cal. No. L 1 Lxatxxns �pd OWewi,eo for ar4yr � ®E RML Series Roadway M-b Luminaire 150 watts to 400 watts High Pressure Sodium Metal Halide PRODUCT SPECIFICATIONS ❑ APPLICATIONS 0 OPTICS Rca0a2o parking Any outdoor captive stainless steel hardware. Heat and One-piece or for tight tfightq. gM fight prevent application where t t control IO shock resistant tempered glass i5 sealed to hold tric consistant and efficient ph and mis glare and light trespass is desired. frame via liquid silicone. Lens frame assembly a pr ���, pellector system s precisely is sealed to housing via neoprene rubber desgned for IES Type III cW-off. Excellent O CONSTRUCTION gasket. Deluxe porcelain socket pulse rated control paces only t 4% of the light on house - Seamless one-pece die-cast aluminum for 4KV. Aluminum arm featuring ample splice side to minimize trespass and 43% on 5lreet- housmg eliminates the threat of leaking, chamber allows use of 60'C w+re. (150'C site lot superior efficiency Refer to Section t 2 Finished in Duraplex Ile bronze polyester wxe must be used when spices are made for photometric, data powder for superior resistance against the internally, in the fixture). Arms are factory elements. Ore -piece de -cast aluminum lens installed on ma fixture to speed yield 0 BALLAST frame with integral hinges held fastened with installation to square or round 4" poles. High power factor CWA ballast. Refer d Section 12 for electrical data. ❑ INSTALLATION ORDERING INFORMATION Mounting arm is equipped with cast mounting pate. Plate is flat on ore side for mounting to Catabq Nom watts Lamp Base ES Ctaaa Balast Weigta square poles and curved on the other side for HIGH PRESSURE SODIUM mounting on 4" round poles. Arm features RML3150LX 150 E1B, Clear Mogul Typo 111 IiPF-CVll 34 be splice chamber. Accessories available for ■RML32HU 250 E1 S. Clew Mogul Type III HPF-CWA 38 111 surface mounting. ■RML3400LX 400 EIS. Clew Mogul Type III HPF- WA 42 be ❑ LAMP METAL HALIDE . Gear mogul Dace lamps as specified. (Not RY"175MA 175 B28, Clew Mpp111 Type III HPF-CWA 32 be. supplied.) Refer to Section 12 for lamp data. ■RMLi2S0YA 250 B28. Clew Mogul Type III HPF-CWA 34 lbs. ■RYL7400MA 400 B37, Clear MI Type III HPF-CWA 36 lbs. (bRQaOfV callo nnq MV Wale Geld f.Unrvell cat from rend to square w square It, round pole im nelxg WXTAGaE—SpecAy, voltage: 120V. 208V. 240V. 2nIV M 490V. FM mill (120V. 20BV. 240V and 277V) -MTB'. 71a1a prdar mMODIFIED TYPE N-. For Modified Type N kimerd Brow rdlarga 7 n cat No. b W. i RML4150U(. 8" MMODiRED TYPE 11. For Modified Type t deV/tlndn Varga 7 in Cat No. tor, W.— *AL2150LX l4' T� 7 OPTIONS ACCESSORIES�- To add factory options add appropriate suffix to Cat. No. The following are field installed accessories. Order by Cat No. �11,�II(�111'T Sutlix Cat. No. T'—L1�= FUSING. Fusing protects HID circuitry in GLARE SHIELD: Architectural bronze T pole mounted installations. If is suggested painted aluminum sections may be field _I that fuses are mounted wrrxn pole base installed in patterns of two (at any corner) EPA- 130 sq.accessibility for accessibility and ease of maintenance three side or tour side coftratbns- For 120V and 277V Single fusing ...... FS Four side assemblies provide I So cut-off. For 208V, 240V and 480V 4 piece assembly ................... RL550 Double fusing ................. ..... FFS LE)(AN VISOR: Clear vandal -proof PHOTOCONTROL Factory-israted poycarbonate shield protects against pug -in -twist -to -lock dusk -to -dawn rocks, ar-gun pellets, or other missiles. TENON MOUNT: (2%" OD) control (P400 Series) meets EEI-NEMA To mount Glare Shield and Lexan visor One Ann ............. ........III standards. Tenperature range minus on the same fixture, consult factory ....RLS62 Two Arms at 900 ................... RMA2 50°F to putt 1SO- F. Built-in time delay CAST ALUMINUM MOUNTING PLATE: Two Arms at 190• ..................RMA20 eliminates otf-and-on cycling due to Finished in Duraplex II^ bronze polyester Three Arms a1 900 .................. RMA35 rtdrtxeNary light flashes. Control matches powder. Cast -in template mounds arm to Four Arms at 900 ................... R MA40 specified fame voltage rating......... TLR/PC any size recess box ................. li P140TOCONTROL (BuOon-Type) factory instated in housing back ...... PCB ■$tack Item. Normally caned in factory stock and/or at local regional warehouses. SMNCO EA 37 / 1 1 PLANNING COMMISSION MAY 9. 1978 Site Plan Review, addition to Tuff Kote, Green Mountain Drive, Mr. Bernier Mr. Bernier said that they were asking for a 40' addition to the back of the building. There will be a 7' retainer wall which will be part of the inside wall of the addition. Mr. Bernier a6seribed what they would do. They will remain a Tuff-Kote. Mr. Page recommended that any of the trees worth saving in the rear be retained. The parking lot in the rear is mainly for storage so .:it does not hF-.ve to be a perfect rectangle anyway and can be worked around the trees. Mr. Lemay said they would save as many as they could. Mr. Page said that the landscaping required the last time they were in has not been finished and he recommended that be done before a building permit was issued. fir. Lemay said they would do that but would like to put in the amount required last time but arrange it differently. The Commission had no objection to that. Mr. Woolery moved that the South Burlington Planning Commission approve the site plan proposal of Ray Bernier for a 5600 sq. ft. addition to the existing Tuffkote facility, as depicted on an untitled plan drawn by Ray Bernier, dated February 1978, subject to the following stipulations: 1. The amount of landscaping originally proposed shall be completed prior to the issuance of a building permit for the addition. 2. A lands capin&_bond of $2100 shall be Posted for the new planting plan. --- - 3. The exist locust trees, shall be retained b rear 2grkinM area to.the south. away satisfaction of the City Planner. Mr. Levesque seconded the motion and rearranging the Li be done to th it passed unanimously. The meeting was declared adjourned at 11:20 pm. Clerk X,± T. -4-1, ///�/v; 7. Radioactive Radiation No activities shall be permitted which emit dangerous radioactivity at any point beyond any property line. The handling of radioactive materials, the discharge of such materials into air and water, and the disposal of radioactive materials shall be in conformance with all applicable state and federal regulations. 8. Heat For the purposes of these regulations, heat is defined as thermal energy of a radioactive, conductive, or convective nature. Heat emitted at any or all points shall not at any time cause a temperature increase on any adjacent property, whether such change be in the air or the ground, in a natural stream or lake, or in any structure on such adjacent property. 9. Direct Glare Direct glare is defined for the purpose of these regulations as illumination beyond property lines caused by direct or speculately reflected rays from incandescent, fluorescent, or arc lighting, or from such high temperature processes as welding or petroleum or metallurgical refining. No such direct glare shall be permitted except that parking areas and walkways may be illuminated by luminaires so hooded or shielded that the angle of maximum candlepower shall be 60 degrees drawn perpendicular to the ground. Such angle may be increased to 90 degrees if the luminaire is less than four (4) feet above the ground. Such luminaires shall be placed not more than twenty 20 feet above ground level and the maximum illumination at ground level shall not be in excess of an average of three (3) foot cane es. 10. Indirect Glare Indirect glare is defined for the purposes of these regulations as illumination beyond property lines caused by diffuse reflection from a surface such as a -wall or roof of a structure. Indirect glare produced by illumination at ground level shall not exceed: .3 foot - candles (Maximum) .1 foot - candles (Average) Deliberately induced sky -reflected glare, as by casting a beam upward for advertising purposes, is specifically prohibited. 11. Liquid and Solid Wastes No discharge or emission of any potentially dangerous or offensive elements shall be permitted at any point into any sewage disposal system, water supply system, watercourse, lake, or into the ground or air, except in accord with all applicable local, state, and federal regulations. 12. Other Requirements Where the requirements of these performance standards may be replaced by newer 106 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 Planning Commission. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) 2) APPLICANT (Name, mailing address, phone and fax #) Awe- /-f-, I&IC-f/r' 212 AV64&wi/c�b f _ c ry r./y 9/-S 3) CONTACT PERSON (Name, mailing address, phone and fax#) )^tI4 47 n�c(,�,��A/ �?'/ , i''IL %� %)A fw1 I. � �_. i ` !.Y �,. y � �/� uN�i.. � LL'�.. '7 d:-. , � A� � [ �� � J •� dV'. a.y J 4) PROJECT STREET ADDRESS: �s� �'rr�,�. t�-1��.� ••f fir-. 5) TAX MAP NUMBER (can be obtained at Assessor's Office) 6) PROJECT DESCRIPTION /a) Existing Uses on Property (including description and size of each separate use) Al �N _ .S V L S ,�vToM�3ic.� .¢cc�ssr; Rites �35'y� S ,.f� '%tDa .•,,N .S'uPPZy°� b) Proposed Uses (include description and size of each new use and existing uses to remain)( -,-Ass °4. 4, {t �T C. ri cw f 4 Or X i s A / -2S9 °l AAW / , eA'1 61-51,'/kCne2oc'�-2A-C c) Total building square footage (proposed buildings and existing buildings to remain) _ If? yam, , d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) fry r e) Number of residential units (if applicable, new units and existing units to remain) f) Number of employees (existing and proposed): -a /�- g) Other (list any other information pertinent to this application not specifically requested above): 7) LOT COVERAGE a) Building: Existing % Proposed b) Overall (building, parking, outside storage, etc) Existing % Proposed c) Front yard (along each street) Existing % 8) COST ESTIMATES a) Building: $ b) Landscaping: $ c) Other site improvements (please list with cost): 9) ESTIMATED TRAFFIC a) Average daily traffic (in and out) b) A.M. Peak hour (in and out): 3Z c) P.M. Peak hour (In and out): 6 % Proposed % 10) PEAK HOURS OF OPERATION: 1f' RV 5 P r►-� 11) PEAK DAYS OF OPERATION: ►M v n! . 'f h v v Fri 12) ESTIMATED PROJECT COMPLETION DATE: 13) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) 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). 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. �o SIGNATURE OF APPLICANT SIGNATURE OF CO -APPLICANT Do not write below this line DATE OF SUBMISSION: l q REVIEW AUTHORITY: L1 Planning Commission City Planner I have reviewed this site plan application and find it to be: ® Complete City Planner or Designee (Apfrmsp) Incomplete Date EXHIBIT A SITE PLAN The following information must be shown on the site plan. Please submit five (5) copies and one reduced copy (11" x 17") of the site plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Planning Commission. • Lot drawn to scale (20 feet scale if possible) • Survey data (distance and acreage) 0 Contours (existing and finished) • Proposed landscaping schedule (number, variety and size) as required in Section 26.105 of the zoning regulations • Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping • Existing and proposed curb cuts, pavement, walkways • Zoning boundaries • Number and location of parking spaces (as required under Section 26.25 of the zoning regulations) • Number and location of handicapped spaces (as required under Section 26.253(a) of the zoning regulations) • Location of septic tanks (if applicable) • Location of any easements • Lot coverage information: Building footprint, total lot, and front yard • North arrow • Name of person or firm preparing site plan and date • Exterior lighting details (must be down casting and shielded) • Dumpster locations (dumpsters must be screened) • Bicycle rack as required under Section 26.253(b) of the zoning regulations • If Restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE New Application $ 50.00 ® Amendment $ 25.00 (Apfrmsp) U.V.M. HORTICULTURAL REST CENTER STAKE 310 310 W 2 J I 308 I I� W V WUdbS �' UN�+-R BlL,.sN W •� v, of // C 299, 8 299, 8 799, 9 \ \ VOWTA6E WL2JIV1 �\ ' P ffNN ROCN:: CAS✓AL 40I11V/70;j' iii Q fUEE TANK CAP 0 �o 4 A/R ER fILLCROU® F/LLER I fUEC PIPES — ?99.4 Tom. ?99,5 299.7 H+K+- n-wcic � � W QI� Q:z 41 I ` 300 I 298 d 7 Ex « • `� I 300 � I S �peK.� • \Po$7 r° 1 1 899.b i 1 1 1 1 298.6 I197,' 29 .S ECNf _�"�.__—�--e98 296 ---I 794_C O N/6N VOL TA LC VAULT fil. CA&f ?DO _ 294 CB. TRiM 291.2 I SAN. SEWCR �— I SAN. M.N, TRIM M.0 � ca. T R/M 291 3 n 50' 75' /00, /SO' NOV 0 4 1997 01tY of So. Burlington PAU L. Roc-w TOWN OF S. ��URLINGTONI VT. TOPOGRAPHIC SURVEY I GRAPHIC 3 C A L C U.Y.M. NORTIC� REST H CENTER_ CHAIN 3r0 1 308� u,�ra v2/j�20�J� 1 T", 4 Q. I 41 / 199,9 aVJ�/ 1 19RB 199,8 f i�NN floc N� CASJ AI L✓l+.r.�. �.[ I /URTL A.rD Q`'DG.__ l k Ci GAJs �u I e Q � seu rdaK Edv • 6 AIR wwlr4v AM J FUEL AMR POW.,1".7 WA 299.S BIZ � W 3 300 i 29$e —nB Lqr. rJ ww.• 1 199.b 1 4 l 198_�6 298� / _ 296 __4-- V V•Ll CE TEL. —� f -- —� CB. LR/M 291-t 291` SAN. SEWER _ e 292 CB TR/M 29l 3 � 0' 25' 30' 73i00' ;30 GRAPH/C SCALE �900 296 294 TRUE AlORTR + NORTd �ilC City of So. Burlington State of Vermont �� �,•TyY..f.JV�6 Departrnent of Fish and bVlldlite Uepart-ent of Forests, Parks and key. u.,a;ion Departrnont of Env- ��n�ner ul Co�sr-.cry state C�eologi;t Nato ra; Resou �...,' �nstr. rv.�brn. Cc, David Ross Add -On Distributing, Inc. 45 Green Mountain Drive South Burlington, VT 05403 AGENCY OF NATURAL RESOURCES Departmgnt of Environmental Conservation Hazardous Materials Management Division 103 South Main Street / West Building Waterbury, VT 05671-0404 802-244-8702 June 10, 1992 RE: Petroleum contamination at Add -On Distributing, Inc., 45 Green Mountain Drive, South Burlington (Site #92-1229) Dear Mr. Ross: The Sites Management Section (SMS) has reviewed the summary report prepared by Atlantic Testing Laboratories (ATL) regarding the removal of two underground storage tanks (USTs) from the above referenced site. Both tanks had capacities of 1000 gallons; one was used to store fuel oil for heating the building and one was used to store kerosene. The tanks were removed on April 27, 1992. Soils surrounding the fuel oil tank were contaminated; this was evident both by visual observation and by field screening with a PID. Due to subsurface constraints, not all of the contaminated soils could be excavated. However, it is thought that the most highly contaminated soils have been removed, and these are currently encapsulated in plastic onsite. Approximately three cubic yards of soil are stockpiled. Soils surrounding the kerosene tank did not appear to be contaminated and were subsequently used as backfill. Groundwater was encountered in the excavation, and ATL's report stated that a petroleum sheen was visible. A water sample was analyzed according to EPA Methods 418.1 and 8240; the only detectable result was 32 parts per million of total petroleum hydrocarbons (TPH) using Method 418.1. The area is served by municipal water, and the closest surface water is Shelburne Bay, approximately one-third mile away. The SMS is requesting that Add -On Distributing retain the services of a qualified consultant to perform additional work at this site. We feel that it is unfeasible to excavate a significant portion of the contaminated soil which remains in -ground, and that the contamination which does remain will naturally degrade over time. However, we do feel that an additional groundwater sample should be obtained from the installed monitoring well; that sample should be analyzed according to EPA Methods 418.1 and 8020. Your consultant should also develop a plan to deal with the stockpiled soils. The SMS feels that the soils might best be remediated through an onsite landfarming program. Enclosed for your review is the SMS's Protocols for Landfarming Petroleum -Contaminated Soils, which outlines the specific procedures your consultant should implement. Since the contamination was caused by a release related to the fuel oil tank, which was strictly used for onsite heating purposes, the costs of monitoring and remediation at this site may be fully covered under the Petroleum Cleanup Fund (PCF), according to the enclosed draft Reimbursement Policy. To make the determination of PCF eligibility, Add - On Distributing must provide proof that the company has no insurance to cover this type of work. The PCF can only be used to cover uninsured costs. Also, please be aware that only the work which is pre -approved by the SMS will be eligible for reimbursement. 1 IF tt Additionally, all checks and receipts must be retained in order to be submitted for reimbursement. Please have your consultant submit a work plan which outlines the procedure which will be used for sampling and analyzing the groundwater. The plan should also include a detailed landfarming proposal. When the plan is approved by the SMS, onsite work may begin. We appreciate your cooperation in the remediation of this site, and please call if you have any questions. A-/ i,r�B. Schwer, Supervisor Sites Management Section cc: South Burlington Selectboard CBS: C W /ust/Add-OnJet I ADMINISTRATIVE CHECKLIST PROJECT NAME/FILE REFERENCE TUFF OTE ADD IT ION - , B 1'. LETTER OF NOTIFICATION & APPRO AL MOTION OR FINDINGS & ORDER 2. BONDING OR ESCROW AGREEMENTS LANDSCAPING SEWER WATER 'STORM DRAINAGE ROADS CURBS SIDEWALKS (NOTE ALL RELEASES OR AGREEMENT REVISIONS) 3. LIST APPROVALS GRANTED, WITH DATES, AND PERMITS GRANTER & SITE 'n.. INSPECTIONS COMPLETED, ETC.: 4. UTILITY EASEMENTS *, BILLS OF SALE RECORDED ACCEPTED 5. CERTIFICATE OF TITLE x 6. _ROADWAYS DEEDS FOR CITY STREETS ACCEPTED PRIVATE ROAD & WAIVER AGREEMENT x 7. FINAL PLAT OR RECORD COPY - STAKED =� SIGNED, & FILED OR RECORDED 8. PEDESTRIAN EASEMENTS ACCEPTED & RECORDED FILED 9. MISCELLANEOUS AGREEMENTS LAND FOR ROAD WIDENING OFFER OF IRREVOCABLE DEDICATION FUTURE ACCESS POINTS SHARED ACCESS POINTS OTHER 10. COPY OF SURVEY TO ASSESSOR (IF CHANGE IN PROPERTY LINES) 11. FEES - PAID/DATE H EAR ING BUILDING PERMIT ENGINEERING INSP. SEWER RECREATION (RECORD CALCULATIONS AND DEPOSIT IN ACCOUNT) 12. IMPACT FOLLOW UP i.e., "ON LINE" EVALUATION: SCHOOL KIDS CAR COUNTS MEMORANDUM To: South :Burlington Planning Commission From: Stephen Page, Planner Re: Next Meetina's Agenda Items Date: 5/5/78 1. Zoning Board of Adjustment Agenda - enclosed. 2. Merlin - My understanding is that Bruce Houghton will attend. 3. Big Burger - I still feel that landscaping, parkin circulation are inade ig, and internal quate - it s possible that the elimination of the drive-thru window could allow these aspects of the plans_ to be alleviated, although this suggestion has been rejected by the a licant's attorney. The trafficYou requested Y is enclosed data re pp - is 4.� Hopwood Subdivision - A location map is enclosed. The application is complete; there are no substantive issues. 5. C.R. Wood Co. Additions - A location map is enclosed. Landscaping has been oriented to the front yard. Circulation and parking are more than adequate. Access, provided by the two existing curb cuts, is also adequate. I do not feel the closing of the second curb cut is warranted at this time because this business is frequented by many trucks and heavy equipment and also because turning movements do not pose a major problem at this time. However, in the event the use were to change, or if the property were to be further developed, and as Williston Road traffic increases and development occurs across the street, then I feel 1 curb cut would be warranted. 6. ,Tuff Kote addition - The proposed addition is to the rear of the existing building, toward the locust grove. Parkin and access are o.k. With regard to landscaping, g• circulation, enclosed minutes on the original a P g• You will see by the approval, there were no stipulations imposed regarding the locust trees. Apparently, these trees were diseased prior to any construction and are not now in good health. I suggest the di -eased and dying trees be replaced with new plantings at the rear. In addition, because the initial planting plan has been bonded for, but not yet completed, I suggest that it be finished before a building permit for the addition is granted. ;Propogal Pageof Pages 4 SEASONS GARDEN CENTER Home and Industrial Landscaping Industrial Park WILLISTON, VERMONT 05495 Phone 658-2433 PROPOSAL SUBMITTED TO PHONE DATE --..RayBernier 663-4626 4/61 71) 76 STREET JOB NAME CITY, STATE AND ZIP CODE JOB LOCATION mouth 3urlin ton, Vermont ARCHITECT DATE OF PLANS JOB PHONE 4/6/7b We hereby submit specifications and estimates for. — — — Plants and Installation escription of Work: 1. Furnish and install all plant taterial according to stanaara landscape practice. 2. Remove sod from planting beds to right and left of driveway ana dispose of on site. 3. Amend soil when necessary to suit the specified material. plant 4. i.:ulch all planting beds, including the base of each maple tree, with a minimum of 4" of shreaded bark mulch. 5. Properly stake and wrap the large maple trees. 64 All plant material is guaranteed for one -rowing season. 7. Refer to drawing number Rzrrl for list details plant and of planting. Terms of Payment: 1. The $'25.00 design fee will be refunaed upon acceptance of the proposed contract. 2. A 50% deposit is required upon acceptance of the proposal with the balance due upon completion of the work ana final inspection. 3. A finance charge of 12/0 1 " per month or lbio per year will be aacea to the balance of all accounts aue past 30 nays. Ray: We would be greatful for the opportunity to work with you on this project. For this and future work, consider us at your disposal. Wr prapOSr hereby to furnish material and labor — complete in accordance with above specifications, for the sum of: _ Two thousand three hund-red thirty four dollars + h4/1&Oars($2,,3_34-64 ). Payment to be made as follows. All material is guaranteed to be as specified. All work to be completed in a workmanlike I manner according to standard practices. Any alteration or deviation from above speciftca- Authorized ^ i bons involving extra costs will be executed onlyu upon written orders, and will become an Slgnature extra charge over and above the estimate. All agreements contingent upon strikes. accidents or delays beyond our control. Owner to carry fire, tornado and other necessary Insurance. Note: This proposal lhlay Our workers are tufty covered by Workmen's Compensation insurance. withdrawn by US if not aCCepted in •' _111.�.t days. Aralifunrr of prop iial —The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Date of Acceptance: Signature Signature FORM 11E-3 COr YRIGHT 1961 -Ara .n.^.I! frG« `>i: er t TC rn>erlO Mws> W469 5/9/78 YP SUGGESTED MOT ION _O��, PPROVAL ZUFF,XTlq_ ADD IT ION I move that the South Burlington Planning Commission approve the site plan proposal of Ray Bernier for a 5600 square foot addition to the existing Tuffkote facility, as depicted on an Untitled plan drawn by Ray Bernier, dated Febru..-iry, 1978, subject to the following stipulations: 1. The landscaping plan originally proposed shall be completed prior to the issuance of a building permit for the addition. 2. " landscaping bond of $2100 shall be posted for the new planting plan. 3. The existing locust trees, shall be retained by rearranging I the rear parking area to the south, away from them. The rear parking lot shall not be paved. 4- 'his aPProval expires 6 months from this date.