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HomeMy WebLinkAboutBATCH - Supplemental - 1215 Dorset StreetOctober 10, 2017 Joe Duncan, Director of Projects & Programs Champlain Water District 403 Queen City Park Road So. Burlington, VT 05403 Re: Authorization for Release of Letter of Credit #SB-2050 — #SD-15-16 -- 1215 Dorset Street Dear Mr. Duncan: Please be advised that the City of South Burlington hereby authorizes the release of the above referenced Letter of Credit with People's United Bank required for landscaping improvements pursuant to the terms therein. The Letter of Credit was for a total amount of $11,300. Should you have any questions, please feel free to contact us. Sincerely, ,--Thomas Hubbard City Treasurer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl,com MEMORANDUM TO: Tom Hubbard, City Treasurer FROM: Raymond J. Belair, Administrative Officer �A,/ DATE: October 10, 2017 SUBJECT: Release of Letter of Credit — #SD-15-16 The applicant's request for the release of the above -listed Letter of Credit agreement has been reviewed for the following project: Landscaping - #SD-15-16 The surety is presently: $19,000. The purpose of this memo is to release the developer from his obligation to maintain this amount as these planting are now the responsibility of the City of South Burlington. Please complete and sign the enclosed form authorizing the financial institution to release the Letter of Credit. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com ray From: Justin Rabidoux Sent: Tuesday, October 10, 2017 9:21 AM To: ray Subject: RE: New Communications Tower Hello Ray, Yes, Joe's message is correct. All is completed on our end and it is appropriate to release the LOC at this point. Justin From: ray Sent: Tuesday, October 10, 2017 9:16 AM To: Justin Rabidoux <jrabidoux@sburl.com> Subject: FW: New Communications Tower Justin, Can you confirm Joe's message below and if you do, do you have a problem with releasing the LOC? Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. From: Joseph Duncan[mailto:ioe.duncan2champlainwater.org] Sent: Friday, October 06, 2017 7:21 AM To: ray <ray@sburl.com> Cc: Justin Rabidoux <irabidoux@sburl.com>; James Fay <iim.fay champllainwater.org>; Doug Brent <dbrent sburl.com> Subject: RE: New Communications Tower Ray The CWD and SB communications equipment have been transferred from the SB East Tank to the new communications tower. The project is now ready for use. Attached is a copy of the CO application that I will drop off to you today. The plantings have been completed by the City. Per our MOU with the City, the City is responsible for planting and maintaining the trees until they have taken root and have a good chance of survival. Attached is the landscaping LOC for this project. Since the City is responsible for the plantings until they are established, we believe this LOC is no longer required and we request that it be cancelled. Please don't hesitate to contact me with any questions. Joseph J. Duncan, PE, F.NSPE Director of Projects & Programs/Chief Engineer Champlain Water District Dedicated to Quality Water and Service P ( 802.864.7454 x126 C j 802.233.6909 First In The Nation - Excellence In Water Treatment, Partnership For Safe Water From: ray [mailto:ray@sburl.com] Sent: Friday, September 22, 2017 2:39 PM To: Joseph Duncan <ioe.duncan@champlainwater.org> Subject: New Communications Tower Joe, I read in the Other Paper that the new communications tower is now being used. Please note that a Certificate of Occupancy is required before the facility is used. The application is attached and the fee is $153. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff, or containing information relating to City business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you for your cooperation. 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 District business, concerning a District official or staff, or containing information relating to District 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. James Fay From: Olson, David <David.Olson@peoples.com> Sent: Monday, June 05, 2017 11:11 AM To: Joseph Duncan Cc: James Fay Subject: RE: Champlain Water District - Letter of Credit Hi Joe Following -up on your email. The reference to item 2 on our Letter of Credit (LOC) referrers to the agreement you have with the City. The Bank is not looking to be a party on that agreement. Our Letter of Credit indicates that the City can draw on the LOC should they determine the District is in default of your agreement with the City, without the bank making any independent verification. Joe, should you have any additional questions, please call me.' Sincerely, n t� Dave I / David Olson, SVP- c Government Banking �0 People's United Bank �j P.O. Box 8204V Burlington, VT 05402-0820 Phone: 1.800.367.6711 or 1.802.660.1356 l �: 1. 4 Fax: 1.802.660.1695 V E-Mail: david.olson@peoples.com -----Original Message ----- From: Joseph Duncan[mailto:joe.duncan@champlainwater.org] Sent: Monday, June 05, 2017 7:58 AM To: Olson, David Cc: James Fay Subject: RE: Champlain Water District - Letter of Credit Dave I got your voicemail. I will touch base with Jim this morning on what was done previously. We have meetings for most of the morning so I will plan to touch base with you this afternoon. My question is that Item 2 on Page 1 of the LOC references "terms of this agreement" so I'm assuming there needs to be an agreement with terms? Will talk later today. Thanks. 1 Joseph J. Duncan, PE, F.NSPE Director of Projects & Programs/Chief Engineer Champlain Water District Dedicated to Quality Water and Service P 802.864.7454 x126 C 802.233.6909 First In The Nation — Excellence In Water Treatment, Partnership For Safe Water -----Original Message ----- From: Olson, David[mailto:David.Olson@peoples.com] Sent: Thursday, June 1, 2017 2:51 PM To: Joseph Duncan<joe.duncan@champlainwater.org>; James Fay <jim.fay@champlainwater.org> Subject: RE: Champlain Water District - Letter of Credit Hi Joe & Jim: Attached is a copy of the Letter of Credit that was sent to the City. Thanks, Dave David Olson, SVP Government Banking People's United Bank P.O. Box 820 Burlington, VT 05402-0820 Phone: 1.800.367.6711 or 1.802.660.1356 Fax: 1.802.660.1695 E-Mail: david.olson@peoples.com -----Original Message ----- From: Joseph Duncan[mailto:joe.duncan@champlainwater.org] Sent: Wednesday, May 31, 2017 11:09 AM To: Olson, David Subject: RE: Champlain Water District - Letter of Credit Thanks Dave. Once they have the LOC I can pick up our zoning permit so I appreciate that. Joseph J. Duncan, PE, F.NSPE Director of Projects & Programs/Chief Engineer Champlain Water District Dedicated to Quality Water and Service P 802.864.7454 x126 C 802.233.6909 2 SITE PLAN LANDSCAPINGLETTEROF CREDIT AGREEMENT /� u r ,�, THIS AGREEMENT, executed in #rip%eate between Champlain Water District , hereinafter referred to as "DEVELOPER", and the City of South Burlington, herein after referred to as "MUNICIPALITY". WITNESSETH: WHEREAS, DEVELOPER has received final plat approval No. SP-17-12 dated 3/23117 from the MUNICIPALITY's Development Review Board for the development of a subdivision consisting of 1 lots with related improvements, in a development to be known as " CWD FWT and Wet Well as depicted on and in accordance with the specifications as set forth on the final plat entitled Landscape Plan L-100 " dated 2/16/17 , last revised 4/4/17 prepared by T.J. Boyle Associates, LC , and recorded at Map Slide N/A of the Land Records of the City of South Burlington (the "Final Plat" herein) and as depicted on and in accordance with the specifications as set forth on a site plan entitled , Landscape Plan L-100 ", dated 2/16/17 last revised 4/4/17 prepared by T.J. Boyle Assoc., LLC (the "Site Plan" herein); WHEREAS DEVELOPER is required by said approvals, at its own expense, to complete the construction of the development site in accordance with the plans approved by the Development Review Board; WHEREAS the parties to the Agreement wish to establish a mechanism to secure the obligations of the DEVELOPER for the work as set forth below; and WHEREAS the BANK executeAgree�nt-saie" 0,49 capacity of-issueFef a Letter of Credit hereinafter specified. NOW, THEREFORE, the parties hereby covenant and agree as follows DEVELOPER will, at its own expense, complete the following installation as depicted and in accordance with the specifications set forth in the Site Plan and related documents: a Tree plantings per the Planting Schedule DEVELOPER shall replace or repair any defective or improper work or materials which may be identified as such by the MUNICIPALITY within three (3) years after completion of the improvements set forth in Paragraph 1 by the MUNICIPALITY (hereinafter the "Warranty Period"). For the purpose of this Agreement "completion" shall be deemed to have occurred when the Municipality has inspected and approved the installation of the Improvements and issued written notice to the Developer that the installation thereof is complete. 3. Upon "completion," the CITY shall provide DEVELOPER and BANK written notice of completion. ) AI( . i sue 4" 4. For the guarantee of DEVELOPER's perforr�ance of all requirements hereunder set forth, DEVELOPER has caused the-BANKte+ssu`&As, Irrevocable Letter of Credit in favor of the MUNICIPALITY, the original of which is attached to the MUNICIPALITY's copy of this Agreement, and a copy of which is attached to the DEVELOPER's copy of this Agreement. During the term of this Agreement, DEVELOPER shall cause the attached Letter of Credit to be renewed at least thirty (30) days before the maturity date thereof. Failure of the DEVELOPER to deliver evidence of such renewal to MUNICIPALITY thirty (30) days prior to the date of expiration of said Letter of Credit shall constitute a default of the terms of this Agreement. 5. Said Irrevocable Letter of Credit provides that the drafts drawn under said Letter of Credit must be accompanied by a written statement signed by a duly authorized agent of the MUNICIPALITY, stating that in the judgment of the MUNICIPALITY, the DEVELOPER is in default under the terms of this Agreement, and that the funds to be drawn pursuant to the draft are in payment for, or in anticipation of payment for materials, labor and services required for completion of the Improvements, or the repair or replacement thereof. Payment of each draft will be made at sight when presented 494he=BAW by the MUNICIPALITY, the payment limited only by the aggregate amounts presented in relationship to the maximum amount of the Letter of Credit. 6. If DEVELOPER shall be in default of this Agreement for seven (7) days because of its failure to provide evidence of renewal of the Letter of Credit, required in paragraph 4 above, MUNICIPALITY may riotify--BAiVK-of-such-default and -request payment of the remaining balance available on said Letter of Credit. Such notice shall be provided in accordance with Paragraph 5, above, with the exception that the MUNICIPALITY shall be under no obligation to provide a statement that the funds to be drawn are in payment for, or in anticipation of payment for materials, labor and services required for completion of the Improvements, or the repair or replacement thereof. All funds drawn pursuant to this paragraph shall be held in escrow by the MUNICIPALITY for the remaining duration of this agreement. At the termination of this Agreement, the MUNICIPALITY shall refund all remaining amounts held in escrow, less any funds retained in payment for, or in anticipation of payment for materials, labor and services required for completion of the Improvements, or the repair or replacement thereof. In the event any funds are withheld by MUNICIPALITY, it shall provide DEVELOPER with a written statement stating that the retained funds were retained in payment for, or in anticipation of payment for materials, labor and services required for completion of the Improvements, or the repair or replacement thereof. 7. The DEVELOPER and MUNICIPALITY hereby agree that the sum of NINETEEN THOUSAND DOLLARS ($19,000.00 ) shall be sufficient to secure DEVELOPER'S obligations under this Agreement but shall not relieve DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the above -stated cost. Nothing herein shall relieve the DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the amount secured by the Irrevocable Letter of Credit, after the time of completion. 4r, `�lti � �"!'�:.v';fclji+� LC �'i.f ,,f' r'P_L'',`• 8. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of any draft it- submits R)-the BANK. The consent of the DEVELOPER to payment of said draft by BAW to the MUNICIPALITY under said Letter of Credit shall not be required. 9. The MUNICIPALITY shall not file w4ffiAliaZANK a statement of default until ten (10) days after notice has been sent by it to the DEVELOPER by certified mail, return receipt requested, setting forth its intention to do so. 10. All funds drawn onAhe-BAW by the MUNICIPALITY pursuant to the Letter of Credit shall be used solely by the MUNICIPALITY for the purpose of completing construction of the Improvements or the repair or replacement thereof. Any work contracted for by the MUNICIPALITY pursuant hereto shall be let on a contractual basis, or on a time and material basis, or shall be performed by the MUNICIPALITY's own work force and equipment, or shall be accomplished in such other manner as in the judgment of the MUNICIPALITY shall accomplish the work more expeditiously and economically, consistent with good construction practices. 11. If payments are made by -the -BANK to the MUNICIPALITY pursuant to said Letter of Credit, and it later develops that a portion of the monies drawn are in excess of the MUNICIPALITY's needs, any such excess amount shall be refunded by the MUNICIPALITY tothe BAP4K, to be credited by said BANK to the Letter of Credit. 12. This Agreement and said Letter of Credit shall terminate and shall be of no force and effect upon completion of the Warranty Period described in Paragraph 2, above. If the MUNICIPALITY has not delivered any written notice to the DEVELOPER of any defective or improper work or materials related to the Improvements within the Warranty Period, or if notice has been given and the defective work or materials have been corrected by the DEVELOPER to the reasonable satisfaction of the MUNICIPALITY, the MUNICIPALITY shall forthwith notify the BANK in writing that the Letter of Credit may be cancelled, and shall return the original Letter of Credit toAbe BAf4K, and the DEVELOPER shall be released from all obligations hereunder. F7 "1"F � w"af""I/ //rn 13. The BANK may- not modify -the Letter of Creditrwithout first receiving written consent to the modification by the MUNICIPALITY. 14, DEVELOPER hereby agrees to indemnify and hold BANK harmless from all claims, causias of action or liability of any kind arising out of this Agreement or the issuance by BANK of this Letter of Credit, including attorney's fees, as long as BANK follows the terms and conditions outlined in said Letter of Credit. j 15. This agreement shall be binding on all parties hereto and their respective heirs, executers, administrators, successors, and assigns. DATED at South Burlington -IN THE PRESENCE OF; Witness IN THE PRESENCE OF: Witness IN THE PRESENCE OF: Witness June Vermont, this 2nd day of 201 7 ,PEOPLE'S UNITED BANKt By: Duly Authorized Agent By: By: CHAMPLAIN WATER DISTRICT Duly Authorized Agent CITY OF SOUTH BURLINGTON Duly Authorized Agent SON10-022 5-14-10 FORM LANDSCAPING LOC AGR 5/14/10 May 22, 2015 Sheila McIntyre Summit Engineering 1233 Shelburne Road, #C-2 So. Burlington, VT 05403 Re: Preliminary Plat Approval #SD-15-14 — 1215 Dorset Street Dear Ms. McIntyre: Enclosed, please find a copy of the Findings of Fact & Decision on the above referenced project approved by the South Burlington Development Review Board on May 21, 2015. Please note the conditions of approval including the requirement that the final plat review application be submitted within 12 months of this decision. If you have any questions, please contact me. Since gly 4Belair y d J. Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7010 0290 0000 2215 6706 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com PLANNING & ZONING Permit Number SD- (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW X Preliminaiy ❑ Final PUD Being Requested? X Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) Champlain Water District (CWD), 403 Queen City Park Road South Burlington VT 05403 9(802) 864-7454 (p)#(802) 864-0435 (f) 2. LOCATION OF LAST RECORDED DEED (Book and page #) Vol. 96 Pg. 266 - 268 3. APPLICANT (Name, mailing address, phone and fax#) Champlain Water District (CWD), c/o Richard A. Pratt P.E., 403 Queen City Park Road South Burlington VT 05403 #(802) 864-7454 (P-) #(802) 864-0435 Q) 4. CONTACT PERSON (Name, mailing address, phone and fax #) Sheila McIntyre, Summit Engineering, Inc., 1233 Shelburne Road, C-2, South Burlington, VT 05403 #(802) 658-5588 a. Contact email address: Smcintyregsummiten vt.com 5. PROJECT STREET ADDRESS: 1215 Dorset Street, South Burlington 6. TAX PARCEL ID # (can be obtained at Assessor's Office) ) 54-0570-1215 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): The existing CWD Water Storage Tower supports existing public health and safety communication antennas. Because the tank requires maintenance and renovations, the communication antennas need to be relocated. South Burlington Police, Fire and Safety, and CWD Supervisory Control and Data Acquisition (SCADA) communication antennas are currently located on the tank. A new communications tower is proposed on site to support CWD SCADA, Police, and Fire and Safety communication antennas. The proposed tower is approximately 180 feet in height (189.5 feet including the whip antennas) and includes a 216 sf, 9 ft tall support building. There is a City -owned communication tower on the adjacent lot, approximately 60 ft from the CWD lot. It is currently not in service. The 110 ft high structure and guy wires can be retired and removed as part of this project. b. Existing Uses on Property (including description and size of each separate use): Municipal Water Storage Tank and SCADA radio communications, Public Health and Safety Communication Antennas, and support structures. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Existing uses to remain, No new uses. Municipal Water Storage Tank, Public Health and Safety Communications Antennas, and support structures, including a new self supporting guyless tower to support the communication antennas. d. Total building square footage on property (proposed buildings and existing buildings to remain): 216 sf. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): The support building will be 9 ft in height. The proposed communication tower is 180 ft in height, 189.5 ft including the whip antennas mounted near the top, f. Number of residential units (if applicable, new units and existing units to remain): Not applicable. g. Number of employees (existing and proposed, note office versus non -office employees): No new employees. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): CWD is requesting a waiver of height restrictions for the 180 ft tower 189.5 ft including the whip antennas mounted near the top). Current Municipal District setbacks will be upheld (50 feet front setback, 15 feet side setback, and 30 ft rear setback). Also, CWD is requesting approval of the use or barbed wire fencing as a matter of public health and safety. i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. There Subdivision Application Form. Rev. 12-2011 are no proposed changes to the property lines. 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 1.17 acres / 50,965.2 sf acres /sq. ft.) b. Building Coverage: Existing 94 square feet 0.2 % Proposed 216 square feet 0.5 % c. Overall Coverage (building, parking, outside storage, etc): Existing 6,342 Proposed 8,742 square feet 12.4 % square feet 17.2 % d. Front Yard Coverage(s) (commercial projects only): Existing 704 square feet 28 % Proposed 704 square feet 28 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes X No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe). Not applicable. c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: 19,700 sf SQ. FT. * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 3 Subdivision Application Form. Rev. 12-2011 II. COST ESTIMATES a. Building (including interior renovations): $ 40,750.00 b. Landscaping: $11,925.00 (Please submit itemized list of landscaping proposed) see attached c. Other site improvements (please list with cost) _Other improvements on site include utilities, gravel access drive, and tower which total $153,131.00. 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): The site operates 24 hours per day but is not staffed. There is no peak hour of operation. Vehicle trips to the site include occasional security or maintenance related work. 13. PEAK HOURS OF OPERATION: N/A 14. PEAK DAYS OF OPERATION: N/A 15. ESTIMATED PROJECT COMPLETION DATE: December 30, 2015 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee sc edule for details%. ..l wlrl�lllwltc / 0 q NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V. S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. Subdivision Application Form. Rev. 12-2011 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. � I& Pj-', SIGNATUItt OF APPLICANT SIGNATURE OF PROPERTY OWNER PRINT NAME 6 iz,kr. A441J, &V4'2- Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Complete ❑ Incomplete Subdivision Application Form. Rev. 12-2011 ray From: Craig Lambert Sent: Thursday, April 30, 2015 1:02 PM To: ray Cc: Jeremy B. Owens Subject: Dorset st communications tower landscape Ray, I spoke with Jeremy at TJ Boyle regarding the spacing of the Norway Spruce on the south side of the access road. If they were to increase the spacing to 15-20 feet on center I think that would provide the trees with a bit more space while still providing screening. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(c)-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. so south'. Plan Transmittal Form To: Fire Department/ Department of Public Works From: Ray Belair Date Transmitted: 04/15/15 Comments Due: April 27, 2015 Project Description/Meeting Date: Preliminary & final plat application #SD-15-14 of Champlain Water District for a planned unit development to amend a previously approved plan for a 2.1 million gallon water storage tank. The amendment consists of: 1) constructing a 190 ft. high communications tower including antennas, and 2) constructing a 216 sq. ft. support building, 1215 Dorset Street. Other Notes: Meeting date is 5/05/15 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 17th day ofApril 2015 a copy of the foregoing public notice for Preliminary Plat Review [type of application] #SD-15-14 [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: Ila M. Isham Estate, 1225 Dorset Street, South Burlington, VT 05403 (parcel 0570-01225) Alice Outwater, 26 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00026) James & Donna Antell Trust, 28 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00028) Patricia J. Kleppinger, 901 Nebraska Valley Road, Stowe, VT 05672-4703 (parcel 1222-00056) Wedgewood Development Corp., 41 Gauthier Drive, Suite 1, Essex Jct., VT 05452 (parcels 1222- 00057; 0059; and 0089) William & Karen V. Whitby, 58 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00058) Bill & Cheryl Farley, 91 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00091) Jonathan & Susan Bloom, 120 Nicklaus Circle, South Burlington, VT 05403 ( parcel 1222-00120) City of South Burlington, 575 Dorset Street, South Burlington, VT 05403 (parcel 0570-01100) Dated at South Burlington [town/city], Vermont, this 171". day of April, 2015. Printed Name: Sheila McIntyre Phone number & email: (802) 658-5588 smciniyre@summitengyt.com Signature: Date: 4 17115 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 E theOther Paper • otherpapervt.com • April 16, 2015 • 19_ s *f1eds si Publi*c Notices ITURE: 5-shelf "ladder" and many other smaller items. ase 72" x 35" (15" deep Call 249-1462. (04/09) i shelf and 7" top shelf) indition, dark cherry $25. TOYS: Playmobil pirate ship with or bistro folding table, 2 flick cannons,- 2 "gold" coin used, $10. Call 802-497- treasure' chests, 3 pirate figures 04/ 09) and secret treasure compartment. 13" x 5.5" x 13"h. Excellent condi- i: Electra Chopper bike tion.$20. Playmobilplayset with 3ike work stand $20, Co- lighthouse tower with working t ladies size 8 boots $35, light; jail cell with trapdoor to ain bike from Walmart - dungeon with secret entrance. )2-999-6085. (04/16) Includes l flick cannon, "gold" coin treasure chest, cargo pulley dG SALE: Downsizing _ lots and a rowboat with oars. Works furniture including cus- well with Playmobil knights and ,ecutive desk, Brunswick pirates. 21"x2l"x15"h. $25. Both ble, custom dry bar and 4 recommended for ages 4+ due to ,ols, cherry entertainment smallparts. 802-343-3660.(04/16) w/glass shelves, wood table ;hairs excellent condition, -- —— — — —— — — — —— lassifieds - - - - ..1 the )r South Burlington residents. 1 ?ase Check One Below 1 1 -esidents for ITEMS FOR SALE, FREE ITEMS, TAG SALES, 1 TEMS and VEHICLES FOR SALE will be printed for 2 weeks 1 iis: 1 1 ,ALE or REAL ESTATE FOR RENT ads cost $20 p 1 er Paper and mail to the address listed at the bottom of this form. 1 1 _(please submit this amount) 1 1 1 less, yand applicable payment must be received by leadline to be included in the current issue. 1 I phone are required for residency verification. 1 1 1 1 1 1 1 1 1 1 The South Burlington DevelopmentReview Board will hold aptiblic hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on May 5, 2015 at 7:00 P.M'. to consider the following: Preliminary & final plat, application of CPA Partnership for a planned unit development to amend a previously approved plan for 76 unit congregate care facility and 24 multi -family units in throe (3) buildings. The amendment consists of constructing 24 .multi -family units in three, (3) buildings„ 635 Hinesburg Road. Conditional use application #C:tJ-15 -02 of Dexter Mahaffey to amend a previously approved plan for a 25,200 sq, ft. educational facility. The amendment consists of: 1) constructing a1500 sq ft. two (2) story addition, and 2) constructing a 50 sq, ft. addition, 75 Green Mountain Drive. hinal platapplication##SD 15 13 of Sterling, Construction, Inc. to create two (2) footprint kits, 54 1�'rost Street & 138 Chipman Street. Preliminary & final plat application #SD-1 5-14 ofChamplainWater District for a planmd unit development to amend a previouslyap- proved plan fora2.1 million gallon water storage tank. The amend- ment consists of. 1) Constructing a 190 ft. highcommunications towerincluding antennas, and2)constructinga216 sq.ft. support building, 1215 Dorset Street. 'rim Barritt, Chair South Burlington Development Review Board Copies of the applications' are available for public inspection at the South Burlington City Hall. Participation in the local proceeding is •il 16, 2015 Come GROW with us! IMMEDIME OPENINGS FOR AIiVERTISING SALES REPS Join r to i Plan Transmittal Form To: Fire Department/ Department of Public Works From: Ray Belair Date Transmitted: 04/15/15 Comments Due: April 27, 2015 Project Description/Meeting Date: Preliminary & final plat application #SD-15-14 of Champlain Water District for a planned unit development to amend a previously approved plan for a 2.1 million gallon water storage tank. The amendment consists of: 1) constructing a 190 ft. high communications tower including antennas, and 2) constructing a 216 sq. ft. support building, 1215 Dorset Street. Other Notes: Meeting date is 5/05/15 South Burlington Fire Department 575 Dorset Street South Burlington, Vermont 05403 802-846-4110 April 27, 2015 Mr. Ray Belair, Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Proposed Antenna Structure, 1215 Dorset Street Dear Ray: We are familiar with and have reviewed this project as submitted and see no issues regarding its construction and access. Should you need any further assistance on this project please feel free to contact me. Sincerely, 1Do-uqtakS. Bre. W Douglas S. Brent Fire Chief Dorset St Com Tower TJ Boyle LA 4/21/15 • Tree and Shrub Planting Details should be included with plans • I'm sure the intent of planting Norway Spruce is to provide screening but unless the trees are going to be maintained as a formal hedge, spacing the trees 10 ft. on center is pretty tight. These trees reach a mature width of 20-30 ft. and heights of 60-80 ft. International Trade Finance Operations / Letters of Credit T:203-338-3223 F:844-835-9130 Peoples Unite d Sank AMENDMENT TO OUR IRREVOCABLE LETTER OF CREDIT NO. SB-2050 DATED JULY 24, 2015. December 3, 2015 City of South Burlington Attn: Ray Belair 575 Dorset Street South Burlington, VT 05403 Sir/Madam, At the request and for account of Champlain Water District, we hereby amend our Irrevocable Letter of Credit No.SB-2050 in your favor as follows: Final expiration date to now read: July 24, 2021 All other terms and conditions remain the same. Very Truly Yours, People's United Bank, N.A. By: Authorized ignature 850 Main Street Bridgeport, Connecticut 06604 Peoples.com People's United Bank, N.A. International Trade Finance Operations / Letters of Credit T:203-338-3223 F:844-835-9130 Peoples Ui e d an December 3, 2015 City of South Burlington Attn: Ray Belair 575 Dorset Street South Burlington, VT 05403 Dear Beneficiary: At the request of our customer, Champlain Water District, we enclose our amendment to Irrevocable Standby Letter of Credit No. SB-2050 in your favor. We would greatly appreciate if you would acknowledge receipt by signing where indicated on the copy of the amendment, and returning this signed copy in the enclosed envelope. Your prompt attention will be greatly appreciated. Sincerely, Margaret Olszanski Margaret Olszanski International Trade Finance Operations 850 Main Street, RC 5-287 Bridgeport, CT 06604 (P) 203-338-3223 Encl. 850 Main Street Bridgeport, Connecticut 06604 Peoples.com People's United Bank, N.A. ray From: David W. Rugh <DRugh@firmspf.com> Sent: Tuesday, December 01, 2015 9:02 AM To: ray Subject: RE: CWD #SD-15-16 Letter of Credit Draft Hi Ray, That matches the LOC we revised in July, so it's approved. Thanks, Dave David W. Rugh, Esq. Stitzel, Page & Fletcher, P.C. 171 Battery Street P.O. Box 1507 Burlington, VT 05402-1507 Phone: 802-660-2555 Fax: 802-660-2552 druRh@firmspf.com Website: www.firmspf.com CONFIDENTIALITY NOTICE: This E-Mail transmission and any accompanying documents contain information that may be subject to the attorney -client or attorney work product privilege and therefore are CONFIDENTIAL and legally PRIVILEGED. Neither the confidentiality nor the privilege is waived by this transmission. If you have received this transmission in error, be advised that any disclosure, copying, distribution, preservation or action taken in reliance on the contents of the information in this transmission is strictly prohibited, and you are asked to please immediately notify the sender by reply e-mail or by calling 802-660-2555 and delete this message and all attachments from your storage files. Thank you. In accordance with IRS Circular 230, we inform you that any tax advice contained in this communication was not written or intended to be used, and cannot be used, for the purpose of avoiding penalties under the Internal Revenue Code, or promoting, marketing or recommending to another person any transaction or matter addressed in this communication. From: ray [mailto:ray@sburl.com] Sent: Tuesday, December 01, 2015 8:47 AM To: David W. Rugh Subject: FW: CWD #SD-15-16 Letter of Credit Draft Dave, Attached is a copy of the LOC. Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainabilitV.com Peoples United kz- -'Bank LETTER OF CREDIT NO. SB-2050 City of South Burlington 575 Dorset Street South Burlington, VT 05403 Dear Beneficiary: International Trade Finance Operations / Letters of Credit T:203-338-3223 F:844-835-9130 ISSUE DATE FINAL EXPIRY DATE 07/24/2015 07/24/2018 C�OI�V We hereby establish our Irrevocable Standby Letter of Credit No. SB-2050 in favor of the City of South Burlington ("Beneficiary") for the account of Champlain Water District,403 Queen City Park Road, South Burlington, VT 05403, up to an aggregate amount of Eleven Thousand Three Hundred Dollars and 00/100 ($11,300.00) U.S. currency available by your draft drawn on us at sight accompanied by: 1.) The original Letter of Credit and all amendments, if any. 2.) Written statement signed by a duly authorized agent of the Beneficiary, stating that in the judgment of the Beneficiary, Champlain Water District is in default under the terms of this agreement stating that these funds are due under the terns of this agreement. All bank charges and commissions incurred in this transaction are for account of Champlain Water District. Any funds drawn hereunder and not eventually applied by you in reimbursement of loss incurred by you will be repaid to People's United Bank by you. Draft drawn under this Letter of Credit must bear on their face the clause "Drawn under People's United Bank, N.A. Credit No. SB-2050 dated July, 24 2015". We engage with you that draft drawn under and in compliance with the terms and conditions of this credit will be duly honored upon presentation and delivery of documents, as specified, to People's United Bank, N.A., 850 Main Street, Bridgeport, CT 06604, Attn: International Trade Finance Operations RC 5-287, on or before July 24, 2016 subject to the conditions in the next paragraph. This Letter of Credit will not be modified without first receiving Beneficiary's advanced, written consent. Subject to the foregoing, this Letter of Credit shall be automatically extended for two (2) additional periods of one (1) year from the present expiration date unless we have notified you in writing, delivered via U.S. registered mail, return receipt requested, or overnight courier service, to your address stated above, or to such other address as you shall have furnished to us for such purpose, not less than thirty (30) days before any such annual expiration date, that we elect not to renew this Letter of Credit. Upon your receipt of such notification, you may draw your sight draft on us prior to the then applicable expiration date for the unused balance of the Letter of Credit, which shall be accompanied by your signed written statement by the City of South Burlington that you received notification of our election not to extend. This written statement shall be accompanied by this original Letter of Credit, and all amendments, if any. 850 Main Street Bridgeport, Connecticut 06604 Peoples.com P'eopl sS United Bank However, notwithstanding the above, no extension will be granted beyond July 24, 2018, which is the final expiration date of this credit. Please Note: In the event this Letter of Credit is no longer required, or is to be cancelled prior to the present or future expiration date, it must be returned along with any amendments thereto, to this office for cancellation. Except so far as otherwise expressly stated, this documentary credit is subject to the "Uniform Customs and Practice for Documentary Credits (2007 Revision), ICC Publication No. 600." Very truly yours, People's United Bank, N.A. By: Authorized Signature CWD TOWER - SOUTH BURLINGTON, VT Landscape Mitigation Cost Estimate Prepared by: T.J. Boyle Assosciates, LLC PLANTING LIST PLANT 10 MD 1,1ALUS'Donald Wyman' Donald Wyman Crab 2" Cal. B&S Medium 18' 4 PA PICEA abies Norway Spruce 7' Ht. B&B 15' O.C. Medium 60-70' 1 PA2 PICEA abies Norway Spruce 12' Ht. B&B Medium 60-70' 16 PG PICEA glauca White Spruce T Ht. B&B Medium 60-7U 2 PS PINUS strobus Eastern White Pine 6 Ht. B&B Fast 75' 33 PLANTING COST ESTIMATE June 2015 UNIT COST(Material and MATERIAL COST LABOR COST Labor) TOTAL PRICE $ 159.00 $ 238.50 $ 397.50 $ 3,975.00 $ 125.00 $ 187.50 $ 312.50 $ 1,250.00 $ 230.00 $ 345.00 $ 575.00 $ 575.00 $ 125.00 $ 187.50 $ 312.50 $ 5,000.00 $ 100.00 $ 150.00 $ 250,00 $ 500.00 Sub total $ 11,300.00 Total Cost Estimate $11,300.00 (Page 1 of 1) CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: January 12, 2004 \drb\sub\south burlington\dorset_water\sketch Application received: December 3, 2003 CITY OF SOUTH BURLINGTON SKETCH PLAN APPLICATION #SD-03-83 Agenda #7 Meeting Date: January 20, 2004 Applicant Owner City of South Burlington Champlain Water District 575 Dorset Street 403 Queen City Road So. Burlington, VT 05403 So. Burlington, VT 05403 Engineer Property Information Forcier Aldrich & Associates Tax Parcel 0570-01215-R 6 Market Place, Suite 2 SEQ District Essex Junction, VT 05452 Location Map IWW♦k 4, ` a r, k i t a, n . ik i CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\south burlington\dorset water\sketch The City of South Burlington, hereafter referred to as the applicant, is requesting sketch plan review of a project to amend a planned unit development consisting of a 115.5 ft. high 1,500,000 gallon water storage tank. The amendment consists of expanding the water storage tank to 2,100,000 gallons and increasing the height to 150.5 ft, 1215 Dorset Street. Associate Planner Brian Robertson and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on December 3, 2003 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements SEQ Zoning District Required Proposed � Min. Lot Size 40,000 SF n/a tit Max. Density 1.2 units/acre n/a Max. Buildin Covera e_ 15% 4.7% Max. Overall Coverage 30% 18.5% Min. Front Setback 20 ft. >20 ft. A Min. Side Setback 20 ft. 13 ft. Min. Rear Setback 30 ft. > 30 ft. Max. Front Yard Coverage 30% 22% ♦ Max. Building Height 35 ft. 150.5 ft. �l zoning compliance .4 preexisting noncompliance ♦ waiver required per Section 3.07(E)(2) of the Land Development Regulations SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\south burlington\dorset water\sketch The proposed structure will serve as a supply source for the City of South Burlington's municipal water supply. Therefore, this requirement is not applicable to the proposed project. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 1. The applicant should submit a grading and erosion control plan for the subject property, in accordance with Section 16.04 of the Land Development Regulations, with the preliminary plat application. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to this property is via a 12' wide gravel access drive extending from Dorset Street. The proposed project will utilize this existing access drive. The proposed project will not create significant traffic, and therefore staff feels the plans are sufficient with regard to this requirement. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands, streams, wildlife habitat, or other unique natural features on the subject property. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 9.01 of the Land Development Regulations, the purpose of the SEQ District is to encourage open space preservation, scenic and natural resource protection, wildlife habitat preservation, continued agriculture use, and well planned residential use. Staff feels the proposed project is in compliance with the stated purpose of the SEQ District, as outlined in the Land Development Regulations. The one place where the proposed project comes into question with regard to the stated purpose of the SEQ District is with the protection of scenic views. The subject property does not fall within any of the City's Scenic View Protection Overlay Districts, so staff does not feel its impact on scenic views will be significant. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING ldrb\sub\south burl i ngton\dorset waterlsketch Staff feels the layout of the proposed project meets this requirement. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The South Burlington Fire Chief has reviewed and approved the plans. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. This requirement is not applicable to the proposed project. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The City Engineer has reviewed and approved the plans. His comments are attached. 2. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The proposed project is consistent with the goals and objectives for the Southeast Quadrant, as outlined in the South Burlington Comprehensive Plan. In addition, the proposed project is in conformance with the following objectives relating to public utilities, as outlined in the South Burlington Comprehensive Plan: • maintain the quality of existing utilities or services and remedy recognized deficiencies; • expand public utilities and services that compliment and reinforce the land use and development recommendations contained in Chapter V of the Comprehensive Plan; • adjust the capacity of public utilities and services in concert with that of other municipal services to ensure a stable and appropriate rate of development. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\south burlington\dorset water\sketch The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The applicant has submitted building elevation plans and visual simulations for the proposed project. Staff feels that although the proposed structure is very large and will be a prominent feature on the landscape, the project accomplishes an optimal transition from the structure to site. The site provides adequate planting areas, and the applicant is proposing six (6) coniferous trees and ten (10) deciduous trees to the southeast of the proposed structure. In addition, the applicant is proposing to plant four (4) coniferous trees and two (2) deciduous trees to the north of the proposed structure. Pedestrian movement and parking areas are not applicable to the proposed project Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Parking areas are not applicable to the proposed project. 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 proposed structure is going to greatly exceed the 35' height maximum for structures in South Burlington. The current structure is 115.5' in height and the proposed structure is 150.5' in height. Thus, the new structure will be 35' taller than the existing structure. The applicant has requested a height waiver from the Development Review Board pursuant to Section 3.07(E)(2) of the Land Development Regulations. The Board has to find that the proposed structure is in conformance with the planned character of the SEQ District and that it will not detract unduly from public scenic view sheds. The subject property does not fall within any of the City's Scenic View Protection Overlay Districts, so the structure will not detract from public scenic views from adjacent properties or public streets and walkways. In addition, the 115.5' structure has been there since 1971, so it has been part of the landscape for over thirty years. The applicant has submitted a visual simulation of the proposed structure (attached). Staff strongly supports this height waiver request. 3. The plans shall be revised to indicate the average pre -construction grade of the site and the height of the proposed structure in relation to the average pre -construction grade, prior to submittal of the next plans. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\south burlingtonldorset water\sketch interruptions to create attractive transitions between buildings of different architectural styles. The applicant is proposing landscaping on the site. Outside of that, this requirement is not applicable to the proposed project. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The proposed structure will be similar in appearance to the structure that currently exists. The proposed structure will be the same style and color of the existing structure, but will be 35' taller. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The access to the proposed project is via a 12' wide access drive off of Dorset Street. Staff does not feel it is necessary to require any additional access to abutting properties, due to the nature of the project. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The proposed project does not include any dumpsters or other facilities to handle solid waste. Landscaping and Screening Requirements The applicant has stated that the proposed project will cost $575,000. Pursuant to Table 13-9 of the Land Development Regulations, the proposed project will require a minimum landscaping value of $13,250. The applicant has submitted a planting schedule on Sheet 2 of the plans. The applicant has also submitted a landscape budget to accompany this planting schedule. This CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\south burlington\dorset water\sketch budget was prepared by North Country Landscape and Garden Center and indicates that $13,855 of landscaping will be planted on the site. Staff suggests moving the proposed landscaping at the north of the proposed structure further to the west to increase the screening of the shed and the telecommunications building. This is important, as residential development is expected on the adjacent parcel. 4. The plans should be revised to indicate the name of the landscape professional who prepared the landscape plan. 5. Pursuant to Section 13.06(C)(1) of the South Burlington Land Development Regulations, any utility cabinets on the site shall be effectively screened to the approval of the Development Review Board. 6. The City Arborist should review the plans prior to final approval. Staff recommends that the applicant address the numbered items in the "Comments Section" of this document and include the changes in next application submittal. Respectfully submitted, Ae,:-z zll�--��-- Brian Robertson, Associate Planner Copy to: Jay Nadeau, applicant Permit Number SD- 03 - APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Champlain Water District, 403 Queen City Park Road So. Burlington VT 05403 _ T:864-7454 F:864-0435 2) LOCATION OF LAST RECORDED DEED (Book and page #) Volume 96, Page 266-268 3) APPLICANT (Name, mailing address, phone and fax #) City of South Burlington, 575 Dorset Street, So. Burlington, VT 05403 T: 846-4106 F: 846-4101 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.)___ Construction of tank expansion 5) CONTACT PERSON (Name, mailing address, phone and fax #) Jay Nadeau, City of South Burlington, 403 Queen City Road So. Burlington VT 05403 T:864-7454 F:864-0435 6) PROJECT STREET ADDRESS: 1215 Dorset Street 7) TAX PARCEL ID # (can be obtained at Assessor's Office) Sheet 54, 0570-01215 R i_ 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) 1,500,000 gallon water storage tank b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Expansion of water storage tank from 1,500,000 to 2,100,000 gallons c) Total building square footage on property (proposed buildings and existing buildings to remain) 2,340 sq. ft. d) Proposed height of building (if applicable) Existing tank to be raised 35' from approximately 115' - 6" to 150' - 6". e) Number of residential units (if applicable, new units and existing units to remain) Not applicable. f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) None 9) LOT COVERAGE a) Building: Existing 4.7 % Proposed 4.7 % b) Overall (building, parking, outside storage, etc) Existing 18.5 % Proposed 18.5 % c) Front yard (along each street) Existing 22 % Proposed 22 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) Expansion of existing tank and addition of new draw line. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this maybe provided on a separate attached sheet) Refer to attached list of abutters. 13) ESTIMATED PROJECT COMPLETION DATE October 2004 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (1 I" x 17") of the plans must be submitted. A sketch subdivision application fee is free. 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. OF APPLICANT TURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: �/✓ p L) I have reviewed this sketch plan application and find it to be: 1 Complete i ❑ Incomplete A ec or of Planning & Zoning or Designee ate 3 CITY OF SOUTH BURLINGTON EXPANDED DORSET STREET WATER STORAGE TANK LIST OF ABUTTERS 0570-01227 JAM Golf P.O. Box 132 Lyndon CTR, VT 05850 1222-000OA L JAM Golf P.O. Box 132 Lyndon CTR, VT 05850 0570-01100 City of South Burlington 575 Dorset St. So. Burlington, VT 05403 0570-01170 R JAM Golf P.O. Box 132 Lyndon CTR, VT 05850 DORSET STREET WATER STORAGE TANK EXPANSION Article 3.07 Height of Structures E. Height Waiver for Structures in the R1, R1-PRD, R1-Lakeshore, R2, R4, R7, Lakeshore Neighborhood, Queen City Park and Southeast Quadrant Districts. The existing Dorset Street water storage tank is located in the Southeast Quadrant District and was built in 1971. This tank has been a prominent feature at this location for the past 30 years. The existing elevated tank is approximately 115'-6" high (including the roof and antennas) and will be raised 35 feet to a total height of approximately 150'-6". Expansion of this existing structure is planned to exceed the maximum height for structures specified under 3.07 (D) as part of a planned unit development. A waiver from the maximum height requirements of this section is requested from the Development Review Board. Drawing No. 3 is enclosed which indicates the existing and proposed west elevations of the expanded water storage tank. This existing tank will be raised from the bottom, so the roof and upper portion of the tank will be raised up to approximately 150'-6" feet from the existing ground. In addition, the existing foundation will be demolished and replaced as part of the tank expansion. Raising of this existing tank was selected as the preferred approach to minimize the impacts on public views even though construction is significantly more difficult than building a new tank. Relocating this tank to an adjacent site was evaluated, but was not preferred since it would potentially restrict views from adjacent properties. The existing top elevation of the tank is higher than the surrounding vantage points, so it is not possible to look over the existing tank. Therefore, raising the tank will not further restrict any existing scenic views from adjacent properties, public streets or walkways. View perspectives are enclosed which indicate the existing and proposed views. The tank will be slightly higher, but is not a significant change as presented in the view perspectives. Article 14.10 Conditional Use Review: General Provisions and Standards The Development Review Board shall review the proposed conditional use for compliance with all applicable standards as contained in these regulations. The proposed conditional use shall meet the following standards: (1) The proposed use, in its location and operation, shall be consistent with the planned character of the area as defined by the City of South Burlington Comprehensive Plan. This site has been the location of an operating water storage tank since 1971 Maintaining and providing adequate long-term water storage capacity at this site is a necessary public use. (2) The proposed use shall conform to the stated purpose of the district in which the proposed use is to be located. (a) The capacity of existing or planned municipal or educational facilities. Expansion of the water storage tank is necessary to provide adequate long-term distribution storage for the City "High Service" water distribution system. This expanded water storage tank does not impact educational facilities. (b) The essential character of the neighborhood or district in which property is located, or the ability to develop adjacent property for appropriate uses. The site is located in the Southeast Quadrant and the existing water storage tank has been a prominent feature at this site for the past 30 years. Expansion of the water storage tank will not impact the ability to develop adjacent property for appropriate uses. (c) Traffic on roads and highways in the vicinity. Once the expanded water storage tank is operational, there will be no traffic impacts to roadways and highways in the vicinity. (d) Bylaws in effect. Expansion of the existing water storage tank will not adversely affect bylaws in effect. (e) Utilization of renewable energy resources. Expansion of the existing water storage tank will not adversely affect renewable energy resources. (f) General public health and welfare. Expansion of the existing water storage tank will not adversely affect general public health and welfare. Article 14.11 Conditional Use Review: Specific Uses and Standards A. Public Utility, Power Generating Plants, Substations, and Transmission Lines Review of such use shall include a review of 1) the availability of alternative sites and 2) an evaluation of impacts and proposed mitigation measures related to safety, aesthetics, and noise. A "Feasibility Study of Water Storage Tank Sites" was completed in November 2001 to investigate alternative sites for expansion of the water storage for the "High Service" area. Suitable sites were limited to locations with an existing ground elevation above 420 feet which is required to construct a similar type of storage tank which will maintain minimum water system pressures. A total of seven (7) sites were evaluated for short and long term storage needs. Each of these sites were compared based on nine (9) criteria and ranked accordingly. For fulfilling the short-term storage requirements, use of the existing Dorset Street site was determined to be the preferred site. This site has been the location of a water storage tank since 1971. Continued use of this existing site minimizes the impacts on safety and noise. Additional alternatives were evaluated for expansion of the water storage at this site. Construction of a new tank adjacent to the existing tank was considered, but could potentially impact the existing views of adjacent properties. Expansion of the tank vertically at its existing location was determined to have the least impact on aesthetics and adjacent properties as shown in the enclosed view perspectives. w z 0 0 .. 0 w 0 w w w No Text a& ask { � n I Oaw Bmr-,lm EXISTING VIEW FROM SWIFT STREET, LOOKING SOUTH PROPOSED VIEW FROM SWIFT STREET, LOOKING SOUTH YF nY AS ^d4� I {':ate* i { �� p* ENE je ,,�.. ...r kr �. M z. 4 M z. 4 b' �.� �#. .�; b :! y ( �� rt .i�C r.r- +C2 . ;� 4,� ia. 'y �� Y: ��� �. ;� �� • • " : '.r ' �. s. �:ti ♦* ' �.�n s .:$ S "'*� A f: #p 3i" EXISTING VIEW FROM NOWLAND FARM ROAD, LOOKING NORTH In � � \ No Text No Text 11/25/2002 14:12 8028789303 N COUNTRY LANDSCAPE North Country Landscape & Garden Center 135 TALCOTf ROAD WILLISTON, VT 05495 (802)878-7272 - FAX (802)878-9303 November 17, 203 Champlain Water District Queen City Park Road So. Burlington, Vt 05403 Landscape Proposal Dorset Street Tank Area Near Water Tower: 12 Maples 2-3" 3 Evergreens 6-7' 7 Evergreens 8.10' Picnic Area: 4 Crabapple 2 %z" 14 Viburnum (Dw. Cranberry Bush 3 gal 12 Ground Cover Juniper 3 gal 6 Annabelle Hydrangea 2 gal Total Cost *** $13,855.00 *** Total cost includes all labor, equipment and planting materials. Nursery Stock is guaranteed for one year from date planted. PAGE 03 Permit Number SD- 01 CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Champlain Water District, 403 Queen City Park Road, So. Burlington, VT 05403 T:864-7454 F:864-0435 2) LOCATION OF LAST RECORDED DEED (Book and page #) Volume 96, Page 266 - 268 3) APPLICANT (Name, mailing address, phone and fax #) City of South Burlington, 575 Dorset Street, So. Burlington, VT 05403 T: 846-4106 F: 846-4101 4) CONTACT PERSON (Name, mailing address, phone and fax #) lay Nadeau* Cetyof South Burlington, VT 403 Queen City Park Road, So. Burlington, VT 05403 T:864-7454 F:864-0435 5) PROJECT STREET ADDRESS: 1215 Dorset Street 6) TAX PARCEL ID # (can be obtained at Assessor's Office) Sheet 54, 0570-01215R 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) 1,500,000 gallon water storage tank b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Expansion of water storage tank from 1,500,000 to 2,100,000 gallons. c) Total building square footage on property (proposed buildings and existing buildings to remain) 2, 340 sq. ft. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Existing tank to be raised 35' from approximately 115-6"to150'-6". e) Number of residential units (if applicable, new units and existing units to remain) Not applicable. i) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Not applicable. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): None 8) LOT COVERAGE a) Building: Existing 4.7 % Proposed 4.7 b) Overall (building, parking, outside storage, etc) Existing, 18.5 % Proposed 18.5 c) Front yard (along each street) Existing 22 % Proposed 22 % 9) COST ESTIMATES a) Building (including interior renovations): $ 575,000 b) Landscaping: $ 13.855 c) Other site improvements (please list with cost): Additional $400,000 to include: waterlines, sitework, valve vault bonds and other appurtenenaces. 10) ESTIMATED TRAFFIC Not applicable. a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: Not applicable. 12) PEAK DAYS OF OPERATION: Not applicable. 13) ESTIMATED PROJECT COMPLETION DATE: October 2004 14) PLANS AND FEE Plat plans 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 plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat 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. SIGNATURE OF APPLICANT �,f IQ SIGN6tURE OF PRCVERTY OWNER Do not write below this line DATE OF SUBMISSION: Wu b q I have reviewed this preliminary plat application and find it to be: Incomplete 3 �y Forcier Aldrich & Associates, Inc. Consulting Engineers L IELl lJ E R (DIP J Pn 100 IJ V lJ FV AL Transmitted to: Attention: Ray Belair Company: City of South Burlington Address: We transmit: ® Herewith ❑ In accordance with your request For Your: ❑ Approval ❑ Distribution to Parties Material Transmitted: ® Drawings ❑ Specifications Date: February 13, 2004 Project No: 03032 Project: Expanded Dorset Street Water Storage Tank ❑ Under separate cover via ❑ Herewith ❑ Review & Comment ❑ Records ® Use ❑ Shop Drawings ® Other Copies Date No. Description 5 2/13/2004 ---- Application for Preliminary Subdivision Plat Review 5 2/13/2004 ---- Application for Final Subdivision Plat Review 1 2/2004 ---- Reduced Drawings Remarks: Copies: Jay Nadeau, South Burlington Water Dept. By: Chuck Hafter, City of South Burlington Jim Fay, CWD 6 Market Place, Essex Junction, Vermont 05452 802-879-7733 Fax 802-879-1742 Printed on recycled paper 8/06/01 LOCATION MAP 1" = 2OW I" Iron Pipe I I I I W O - d old SEE N07E J � I 0 I I Q I 1 L T —BAR NOTES: 1. THE PURPOSE OF THIS PLAT IS TO DEPICT THE PROPERTY OF CHAMPLAIN WATER DISTRICT AS RECORDED IN VOLUME 96, PAGES 226-228 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 2. PROPERTY SURVEY WAS DONE WITH AN THEODOLITE, ELECTRONIC DISTANCE METER, AND A STEEL TAPE. 3. BEARINGS ARE REFERENCED TO ASTRONOMIC NORTH DETERMINED BY SOLAR OBSERVATIONS DURING CIVIL ENGINEERING ASSSOCIATES, INC.'S 1996 SURVEY ENTITLED " ECONOMOU FARMS GOLF COURSE PLAT, SOUTHEAST PARCEL. PROPERTY OF ECONOMOU FARMS, INC., SHEET 3 OF 3." DATED MAY 1996, RECORDED IN MAP VOLUME 386, PAGE 70 OF THE CITY OF SOUTH BURLINGTON LAND RECORDS. 4. DORSET STREET HAS A 66.00 FOOT WIDE RIGHT OF WAY, REFERENCE TOWN OF BURLINGTON HIGHWAY VOL, 1 PGS. 12-13. THE RIGHT OF WAY WAS DETERMINED FROM EXISTING MONUMENTATION AND THE TRAVELED PORTION OF THE ROAD. 5. NOT WITHIN THE SCOPE OF THIS SURVEY, THERE HAS NOT BEEN UNDERTAKEN ANY INVESTIGATION WHATSOEVER WITH RESPECT TO WHETHER THE PROPERTY AND EACH COMPONENT THEREOF IS IN COMPLIANCE WITH LOCAL, STATE, OR ENVIRONMENTAL PERMITS. HIGHLANDS RESIDENTIAL PROPERTIES, L.P. "RESIDENTAL PARCEL 6" Volume 428, Page 81 Map Volume 386, Page 70 S80'53'35"W 419.30' ❑ o \ EXISTING GRAVEL DRIVE 0 EXIsnNG , — — WATER TANK I I IZ 217.96' N80753'357E $ PLAN REFERENCES: �I0 CHAMPLAIN WATER DISTRICT N NIA � 1- "PLAT OF BOUNDARY SURVEY, PROPERTY OF THE ESTATE OF ILA Volume 96 Pages 226-228 I� M. ISHAM", PREPARED BY CIVIL ENGINEERING ASSOCIATES LAST 1.17 acres REVISED 6/30/99. I 2 "ECONOMOU FARMS GOLF COURSE PLAT, SWIFT STREET PARCEL. PROPERTY OF ECONOMOU FARMS, INC", SHEETS 1, 2 & 3 OF 3 PREPARED BY CIVIL ENGINEERING ASSOCIATES LAST REVISED 8/1/96 RECORDED IN MAP VOLUME 386 PAGES 70-72 200.00' N80'53735"E C. SHAND et al Volume 405, Pages 726-728 LEGEND — — — PROPERTY LINE O IRON PIPE / T—BAR FOUND O 5/8" REBAR w/ SURVEY MARKER SET ---0 CHAIN LINK FENCE CERTIFICATION To the best of my lnowledge and belief this plot properly depicts the results of a survey, prepared by Civil Engineering Associates, conducted under my supervision as outlined in the notes above, based on our analysis of records and physical evidence found. Existing boundaries found are to substantial conformance of the record, This plat conforms with 27 VSA 1403. Timothy R. Cowan VT LS 597 T—BAR B£NT GRAPHIC SCALE ]0 0 16 30 60 120 ( IN FEET ) I inch = 30 ft. 0570 001100 CITY OF SOUTH BURLINGTON ROW yS:e s •'i �--�,�}--�.r.r- `,3r:LR a-;}..vt i::;Trr-» .:-.-+.r. � .. .. � - 16.. A� _ � _ — r 4 .ae ��itrXl� to'k� `Yr}''tF'r.' aY•r.'�'.'F"+' VV � � 16+00- .j.�;'C.4.p e?.a:%ci�.:..`R,:Sr: C..``i.��sy_ +ss:� .io':�ta%'•�.�.•r. `P-42�� 7-� P-44 \ -h 12+00 TEMPORARY PERMANENT EASEMENT (TYP.) EASEMENT (TYP.) 0570 01227 JAM GOLF PLAN SCALE: 1"=80' ROW 'P-30 -4110 ' P-40� 1 FUTURE NICHOLAS CIRCLE (BY OTHERS) 1222 OOOOA JAM GOLF 0570 01215 JAM GOLF XISTING RACK \ II22 \ I I P-37 YG�II �i+IV1 CA N T P-36 s A2II NEW 16• DRAW LINE T- ALTITUDE VALVE VAULT ---o 424 Z TO BE CONVERTED TO r FLOW CONTROL VAULT 1 1 \ Z Z O O O fN I 0570 F— (� Q 426 01225 ISHAM Z j CL X 1 P-35 I � W Wm —428 J Z w Z EXPANDED = N F- PAD TELECOMMUNICATIONS 2.1 MG STORAGE Z W W BUILDING TANK p -1 N V) Q o SHED ti m O p O 1n I A r F— CC 1 � U O W Q �4?8 N 3 6 a a � 3 3 i r g g o J Q an 4N� Q W > a o O DESIGNED PROJECT NO. JAR 03032 DRAWN JR8 DRAWING N0, CHECKED WAE DATE NOV. 2003 a 07700 / 00021 ALLENROAD LAND CO. / I 0164 0807 FARINA0 `'o � t9a �I , NN 1 I I I I N w w ^o 0.5 MG STORAGE TANK I \\• \\ I� I l pppISCOLd&�AN1) RELO TE EXIT' ` I 1640 �OMVUNIMTIQN TRANSMITTER I` 1 01809 N II II I PAPPAS TREESI TO REMOVED, (TYP.)\ \ 1 I/ SRO CT TTAEE� I I I D ONNEL ANDI9i1 I I I STING ELECTRIC METER I E 01 SB-1 REMOLE AN DISPOS� OF EXISTING UNDERGROUND TSB .4 lr w �I COMMUNICATION AND ELECTRIC LINE FROM EXISTING 9 ELECTRIC METER LOCATION TO NEW JUNCTION BOX N 'LOCATION NEAR VAULT 1 1 1 sB \ N REMOVE DISPOSE OF EXIS�TINC TSB-3 I i n rn NDERGROUND ELECTRIC FROM EXISTING ELECTRIC TRANSFORMER TO EXISTING � III E�ECTRK; �R � \ \ \\ I IIII I\ \ , REMOVE ABANDONI=DI PUMP 1HOUSE ` "'" r FOUNDATION AND REPLACE WITH \ \\ \SUITABLE BACKFIT ' \REMOVE EXIS3G , NCE AND 16' W)DE GATE 1 I / ZW �, 0770 00025 IRISH EXISTING PLAN SCALE: 1"=40' EXISTING'S. I I\Vt p / TANK DRAIN I ,0 E OW I LL Ii2101Fill. DRAW Ur 110 I I I NEW 2 TEE Al ,GATEVAL: IINSTALL TWO (2) JUNCTION BOXE' AND CONNECT NEW UNDERGROUNI COMMUNICATION AND ELECTRIC UNE' 1 FRO VAUL) TO MUNM N 10NEWUECTRICRONNI QQ Zy i I 'T \ 20' I EXISTING 4 DRAIN F Ry1 VALVE I'D T II I I I I I E>ISTING TREES \ TO REMAIN (TYP.) 1 I I� _ I _ I REL i E ELECTR C P AND CONNECT TO NEW I UNQE LIND �LECTR \'\�\ ry 07700 00021 ` ALLEN ROAD �• 1, / 01640 LAND CO. /" I 01807 / ' FARINA CONNECT NEW 8' BRAIN LINE TO E%\ G 8Df;AIN LINEI I I I I w w� I �, I6"0 D.I. DRAIN LINE I I n AN 6 CATE VgLV� / ( \ \ O 0.5 MG ` �'� // �1 I STORAGE R LOCATE C MU I TIOIN I I I \ TANK 1 // J79x5 INSTALL EW UNDERGROUND .il9x OA�MI NI�1pTION LINE I I �RESSM ST 0 38\ PIPE COUPLING TO 1640 \ IRANSTION FROM 8' D.I. CL52 TO 8' 01809 DRI3� SIPVCI \ I PAPPAS 8'0D.1. ERE UN ' GAT rBx4 • USE DOUBLE NET COCONUT SB-1 I w BLANKET (DEGRADABLE EROSION NE I\ N \ CONTROL BLANKET) ON CUT SLOPE \ 58-4 5 G \ \\ ( 1 w u 1 3r9x2 � q JIg WIN w \ \ STORAG % w I TA K se— B 3 ^' I M NJ P \ \\ N °' EXISII�4C EES •1 9x I I I I Ti REMAIN1(TYP.) 1 II\6 \,�, \ \ \ APPROXIMATE PROPERTY LINE ' P \ 200. N 0770 NEW 12' WIDE VEGETATED 00025 ACCESS DRIVEWAY IRISH NEW 6' CHAIN LINK FENCE LINK FENCE NEW 16' WIDE GATE TRANSFORMER LEGEND PROPOSED PLAN SCALE: 1 '=40 EXISTING FEATURES EXISTING CONTOUR .... PROPOSED FEATURES 441 NEW CONTOUR .. .... WATERLINE ........ Wr _ CHAIN LINK FENCE ... ti 0- STORM DRAIN ...... SD WATERLINE ....... , w CHAIN LINK FENCE ... COMMUNICATION LINE ... UGC COMMUNICATION LINE ... UGC ELECTRIC LINE ...... UGE ELECTRIC LINE ...... UGE------ PROPERTY LINE ...... pL_ RIGHT-OF-WAY LINE ... — ROW — SOIL BORING ......... 0 SB-1 PLAMING SCHEDULE I CANADIAN HEMLOCK (6'-7') uSUGAR MAPLE, RED MAPLE, OR RED OAK (2*-2 1/2' CALIPER) 0 EASTERN RED CEDAR (4') i I ( VIRGINIA CREEPER VINE (3 GALLON) * PLANTING SCHEDULE PREPARED BY NORTH COUNTRY LANDSCAPE & GARDEN CENTER. CHAMPLAIN WATER DISTRICT 403 QUEEN CITY PARK ROAD SO. BURLINGTON, VT 05403 APPLICAN CITY OF SOUTH BURLINGTON 575 DORSET STREET SO. BURLINGTON, VT 05403 RESIDENTIAL 2 BUILDINGS: EXISTING: 3.6% PROPOSED: 7.1 % OVERALL: EXISTING: 3.6% PROPOSED: 14.5% FRONT YARD: EXISTING: 0% PROPOSED: 18% GRAPHIC SCALE 20 o a m u ( IN FEET ) �so 0 Z F- ]G O ZO z 0 F- Z W Lil a in CC ET] Z a0 O V) S I— 00 Z w w O ~ V) Q 3 Li m Z o = 3 F- 1- 1- 73 O O w cn Z DESIGNED PROJECT NO. J 03032 DRAWN JRB DRAWING NO. CHECKED WAE DATE NOV. 2003 Permit Number SD- - / 0 CITY OF SOUTH BURLINGTON APPLICATION FOR PRELIMINARY SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Champlain Water District, 403 Queen City Park Road, So. Burlington, VT 05403 T: 864-7454 E 864-0435 2) LOCATION OF LAST RECORDED DEED (Book and page #) Volume 96, Pages 266-268 3) APPLICANT (Name, mailing address, phone and fax #) City of South Burlington, 575 Dorset Street, So. Burlington, VT 05403 T: 846-4106 F: 846-4101 4) CONTACT PERSON (Name, mailing address, phone and fax #)Jay Nadeau, City of South Burlington, VT 403 Queen City Park Road, So. Burlington, VT 05403 T:864-7454 F:864-0435 5) PROJECT STREET ADDRESS: 1215 Dorset Street 6) TAX PARCEL ID # (can be obtained at Assessor's Office)_ Sheet 54, 0570-01215R 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) 1,500,000 gallon water storage tank b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Expansion of water storage tank from 1,500,000 to 2,100,000 gallons. c) Total building square footage on property (proposed buildings and existing buildings to remain) 2,340 sq. ft. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Existing tank to be raised 35' from approximately 115' - 6" to 150' - 6". e) Number of residential units (if applicable, new units and existing units to remain) Not applicable. f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Not applicable. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): None h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: None 8) LOT COVERAGE a) Building: Existing_ 4.7 % Proposed 4.7 b) Overall (building, parking, outside storage, etc) Existing 18.5 % Proposed 18.5 c) Front yard (along each street) Existing 22 % Proposed 22 9) COST ESTIMATES a) Building (including interior renovations): $ _ 575,000 b) Landscaping: $ 13.855 c) Other site improvements (please list with cost): Additional $400,000 to include: waterlines sitework, valve vault bonds and other appurtenances 10) ESTIMATED TRAFFIC Not applicable. a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: Not applicable. 12) PEAK DAYS OF OPERATION: Not applicable. 13) ESTIMATED PROJECT COMPLETION DATE: October 2004 14) PLANS AND FEE Plat plans 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 plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). 2 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT Z&� a4 SICbYATURE OF OPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Complete Incomplete Director of Planning & Zoning or Designee Date n v. EXHIBIT A PRELIMINARY PLAT The following information must be shown on the plans. Please submit five (5) copies and one reduced copy (I I" x 17") of the 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. Please provide (on separate sheet) a list of all abutters to the project property and mailing addresses. o Complete survey of property by a licensed land surveyor drawn to scale (20 ft. is preferred). o Name, license number, seal, and contact number of licensed land surveyor & date prepared. o Survey data (acreage, property lines, zoning boundaries, watercourse, base flood elevation, etc.) o Location of easements, public lands, r.o.w.s, sidewalks, and public or private street (w/names) o Five foot contours (existing and finished) o Location and size of any existing sewers (including septic tanks) and water mains, culverts and drains on the property to be subdivided. o Location, names and widths of existing and proposed streets, private ways, sidewalks, curb cuts, paths, easements, parks, and other public opens spaces. o Numerical and graphical scale, date last revised, and north arrow. o Details of proposed connection with existing water supply or alternative water supply. o Details of proposed connection with the existing sanitary sewage disposal system or adequate provisions for on -site disposal of septic wastes. o Details of storm water facilities in the form of a drainage plan. o Details of all proposed bridges or culverts. o Location of temporary markers. o All parcels of land proposed to be dedicated or reserved for public use and associated conditions. o A list of waivers desired (if any). o Development timetable (including number of phases and start and completion dates). o A report addressing planned residential/unit development criteria of the Zoning Regulations. o Proposed landscaping schedule (number, variety and size). o Location of abutting properties, fire hydrants, existing buildings, existing landscaping o Number and location of parking spaces ( see Section 26.25 of the Zoning Regulations) o Number and location of handicapped spaces (see Section 26.253(a) of the Zoning Regulations) o Lot coverage information: Building footprint, total lot, and front yard o Exterior lighting details (cut sheets). All lights should be downcasting 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 Preliminary Plat Application $ 75.00 & $10 Additional Fees for Major Subdivisions Residential Major Subdivision Unit Fee $5 per unit & $10 All Other Major Subdivision Unit Fees $40 per lot &$10 4 EXHIBIT A FINAL PLAT The following information must be shown on the plans. Please submit five (5) copies and one reduced copy (I I" x 17") of the 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. If submitting a final plat amendment, please submit only pertinent information. Please provide (on separate sheet) a list of all abutters to the project property and mailing addresses. o Complete survey of property by a licensed land surveyor drawn to scale (20 ft. is preferred). o Name, license number, seal, and contact number of licensed land surveyor & date prepared. o Survey data (acreage, property lines, zoning boundaries, watercourse, base flood elevation, etc.) o Location of easements, public lands, r.o.w.s, sidewalks, and public or private street (w/names) o Five foot contours (existing and finished) o Location and size of any existing sewers (including septic tanks) and water mains, culverts and drains on the property to be subdivided. o Location, names and widths of existing and proposed streets, private ways, sidewalks, curb cuts, paths, easements, parks, and other public opens spaces. o Numerical and graphical scale, date last revised, and north arrow. o Details of proposed connection with existing water supply or alternative water supply. o Details of proposed connection with the existing sanitary sewage disposal system or adequate provisions for on -site disposal of septic wastes. o Details of storm water facilities in the form of a drainage plan. o Details of all proposed bridges or culverts. o Location of temporary markers. o All parcels of land proposed to be dedicated or reserved for public use and associated conditions. o A list of waivers desired (if any). o Development timetable (including number of phases and start and completion dates). o A report addressing planned residential/unit development criteria of the Zoning Regulations. o Proposed landscaping schedule (number, variety and size). o Location of abutting properties, fire hydrants, existing buildings, existing landscaping o Number and location of parking spaces ( see Section 26.25 of the Zoning Regulations) o Number and location of handicapped spaces (see Section 26.253(a) of the Zoning Regulations) o Lot coverage information: Building footprint, total lot, and front yard o Exterior lighting details (cut sheets). All lights should be downcasting 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 Final Plat Application $ 85.00* * Includes $10.00 recording fee 4 CITY OF SOUTH BURLINGTON EXPANDED DORSET STREET WATER STORAGE TANK 0570-01225 Isham, Ila 1225 Dorset St. So. Burlington, VT 05403 0570-01227 JAM Golf P.O. Box 132 Lyndon CTR, VT 05850 1222-000OA L JAM Golf P.O. Box 132 Lyndon CTR, VT 05850 0570-01100 City of South Burlington 575 Dorset St. So. Burlington, VT 05403 0570-01170 R JAM Golf P.O. Box 132 Lyndon CTR, VT 05850 0570-01200 Heald, Paul 1200 Dorset St. So. Burlington, VT 05403 LIST OF ABUTTERS (Updated: 12/15/2003) Printed on recycled paper CITY OF SOUTH BURLINGTON EXPANDED DORSET STREET WATER STORAGE TANK LIST OF WAIVERS Minimum side setback of 20 feet required for the SEQ Zoning District (preexisting noncompliance). 2. Maximum building height per Section 3.07 (E) (2) of the Land Development regulations. 3. Bicycle rack as required under Section 26.253 (b) of the zoning regulations. DORSET STREET WATER STORAGE TANK EXPANSION Article 3.07 Height of Structures E. Height Waiver for Structures in the R1, R1-PRD, R1-Lakeshore, R2, R4, R7, Lakeshore Neighborhood, Queen City Park and Southeast Quadrant Districts. The existing Dorset Street water storage tank is located in the Southeast Quadrant District and was built in 1971. This tank has been a prominent feature at this location for the past 30 years. The existing elevated tank is approximately 115'-6" high (including the roof and antennas) and will be raised 35 feet to a total height of approximately 15W-6". Expansion of this existing structure is planned to exceed the maximum height for structures specified under 3.07 (D) as part of a planned unit development. A waiver from the maximum height requirements of this section is requested from the Development Review Board. Drawing No. 3 is enclosed which indicates the existing and proposed west elevations of the expanded water storage tank. This existing tank will be raised from the bottom, so the roof and upper portion of the tank will be raised up to approximately 15W-6" feet from the existing ground. In addition, the existing foundation will be demolished and replaced as part of the tank expansion. Raising of this existing tank was selected as the preferred approach to minimize the impacts on public views even though construction is significantly more difficult than building a new tank. Relocating this tank to an adjacent site was evaluated, but was not preferred since it would potentially restrict views from adjacent properties. The existing top elevation of the tank is higher than the surrounding vantage points, so it is not possible to look over the existing tank. Therefore, raising the tank will not further restrict any existing scenic views from adjacent properties, public streets or walkways. View perspectives are enclosed which indicate the existing and proposed views. The tank will be slightly higher, but is not a significant change as presented in the view perspectives. Article 14.10 Conditional Use Review: General Provisions and Standards The Development Review Board shall review the proposed conditional use for compliance with all applicable standards as contained in these regulations. The proposed conditional use shall meet the following standards: (1) The proposed use, in its location and operation, shall be consistent with the planned character of the area as defined by the City of South Burlington Comprehensive Plan. This site has been the location of an operating water storage tank since 1971 Maintaining and providing adequate long-term water storage capacity at this site is a necessary public use. (2) The proposed use shall conform to the stated purpose of the district in which the proposed use is to be located. (a) The capacity of existing or planned municipal or educational facilities. Expansion of the water storage tank is necessary to provide adequate long-term distribution storage for the City "High Service" water distribution system. This expanded water storage tank does not impact educational facilities. (b) The essential character of the neighborhood or district in which property is located, or the ability to develop adjacent property for appropriate uses. The site is located in the Southeast Quadrant and the existing water storage tank has been a prominent feature at this site for the past 30 years. Expansion of the water storage tank will not impact the ability to develop adjacent property for appropriate uses. (c) Traffic on roads and highways in the vicinity. Once the expanded water storage tank is operational, there will be no traffic impacts to roadways and highways in the vicinity. (d) Bylaws in effect. Expansion of the existing water storage tank will not adversely affect bylaws in effect. (e) Utilization of renewable energy resources. Expansion of the existing water storage tank will not adversely affect renewable energy resources. (f) General public health and welfare. Expansion of the existing water storage tank will not adversely affect general public health and welfare. Article 14.11 Conditional Use Review: Specific Uses and Standards A. Public Utility, Power Generating Plants, Substations, and Transmission Lines Review of such use shall include a review of 1) the availability of alternative sites and 2) an evaluation of impacts and proposed mitigation measures related to safety, aesthetics, and noise. A "Feasibility Study of Water Storage Tank Sites" was completed in November 2001 to investigate alternative sites for expansion of the water storage for the "High Service" area. Suitable sites were limited to locations with an existing ground elevation above 420 feet which is required to construct a similar type of storage tank which will maintain minimum water system pressures. A total of seven (7) sites were evaluated for short and long term storage needs. Each of these sites were compared based on nine (9) criteria and ranked accordingly. For fulfilling the short-term storage requirements, use of the existing Dorset Street site was determined to be the preferred site. This site has been the location of a water storage tank since 1971. Continued use of this existing site minimizes the impacts on safety and noise. Additional alternatives were evaluated for expansion of the water storage at this site. Construction of a new tank adjacent to the existing tank was considered, but could potentially impact the existing views of adjacent properties. Expansion of the tank vertically at its existing location was determined to have the least impact on aesthetics and adjacent properties as shown in the enclosed view perspectives. June 8, 2015 Sheila McIntyre Summit Engineering, Inc. 1233 Shelburne Road, C-2 So. Burlington, VT 05403 Re: Final Plat Approval #SD-15-16 — 1215 Dorset Street Dear Ms. McIntyre: Enclosed, please find a copy of the Findings of Fact and Decision of the Development Review Board on the above referenced project, the hearing for which was closed on June 2, 2015 (effective 06/04/15). Please note the conditions of approval, including that the final plat plans must be recorded in the land records (in mylar format) within 180 days (must be submitted to me in time for recording along with a $15 recording fee by December 1, 2015) or this approval is null and void. If you have any questions, please contact me. Sincerel Raymond J. Belair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7015 0640 0007 8199 3044 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com theOther Paper • otherpapervt.com • May 14, 2015 23 BICYCLES: Raleigh men's and women's, 21 peed, excellent condition, $125 for both. 02-497-3029.(05/07) URNITURE: Cherry dining room set with 2x64x76x88 table, 6 chairs, buffet/hutch 2x15x78. Excellent condition. $1200. Antique anity w/mirror and upholstered stool $95. .ntique oak 9 drawer desk $150. 802-522- 498 (05/07) ,OLF CLUBS: 3 Pinseeker Expeditor, #1 wood )river 10.5 deg., #3 Wood 15 Deg., #4.5 Wood 0 Deg. Mid torque -low flex point Graphite hafts, used, very good condition, new grips. 27.802-864-9321. (05/07) rEMS: One person kayak, 11 ft. Keowee ,quaterra, dark blue. $125. Thule bicycle rack )r SW rear door for three bicycles. Bought :)r Subaru Forester. $110. 802-859-0497. )5/14) rEMS: Electronic Keyboard, Casio LK-110, ke new w/extras, $75. Air Hockey Table, ports craft $150. Pool Table, Mizerak, $500. 'ortable Basketball Hoop, Lifetime Elite 48", 175. 802-660-2747. (05/07) rEMS: Treadmill, Trimline 2600 bought at ;arl's, $900. Maple drop leaf coffee table, 50. Maple full size bed frame w/ headboard c footboard $25.Wicker rocking chair $60. 00% Wool rug, soft colors 9x12, $500. 802 63-9207. (05/14) 'IANO: Full upright Haines Brothers Piano. :xcellent condition, high quality instrument. ,ction, hammers, dampers, etc. in near new ondition. Tuned 3 months ago. Can e-mail )ictures. $250.802-864-3353. (05/14) ,0AD BIKE ITEMS: Like new, used only once. peedplay Zero Chromoly road pedals $50. dike hard sole road shoes, men's size 11, $40. .02-862-3986 (05/14) lispatching and diversion programs. The rmployee mayalso exhibitexceptional moti- iation to others, leadership skills, dedication oduty, teamworkandlorpositiveattitude." lecords Clerk Kelly Snyder: For 31 years, inyder's been in charge of organizing and naintaining all the criminal and civil re- :ords, entering data into the records man- igement system, and preparing court pa- )erwork. Lastyear, she prepared atleast 2.5 rases per day for court, as the SBPD made i92 arrests with over 15,000 calls for service. >nyder also ensures that all records are in :om7oliance with the National Incident F SOUTH BURLINGTON SCHOOL DISTRICT Math Teacher .6 FTE South Burlington High School Qualified Candidates will have High School Math Teacher endorsements and demonstrated ability to work collaboratively in a team environment. Math Teacher .2 FTE South Burlington High School Qualified Candidates will have High School Math Teacher endorsements and demonstrated ability to work collaboratively in a team environment. Social Studies Teacher 1.0 FTE South Burlington High School Qualified Candidates will have High School Social Studies Teacher endorsements and demonstrated ability to work collaboratively in a team environment. Junior Varsity Dance Coach South Burlington High School Qualified Candidates will have experience with Dance, enjoy mentoring High School C+,. Inn+r —A Am­c+r +nA -chili+,,+n ...-1i , +n nn..irnn + CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 15th day of Mav, 20 5 a copy of the foregoing public notice for Final Plat Review [type of application] #SD-15-16 [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: Ila M. Isham Estate, 1225 Dorset Street, South Burlington, VT 05403 (parcel 0570-01225) Alice Outwater, 26 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00026) James & Donna Antell Trust, 28 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00028) Patricia J. Kleppinger, 901 Nebraska Valley Road, Stowe, VT 05672-4703 (parcel 1222-00056) Wedgewood Development Corp., 41 Gauthier Drive, Suite 1, Essex Jct., VT 05452 (parcels 1222- 00057; 0059; and 0089) William & Karen V. Whitby, 58 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00058) Bill & Cheryl Farley, 91 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00091) Jonathan & Susan Bloom, 120 Nicklaus Circle, South Burlington, VT 05403 ( parcel 1222-00120) City of South Burlington, 575 Dorset Street, South Burlington, VT 05403 (parcel 0570-01100) Dated at South Burlington[town/city], Vermont, this 151h. day of May, 2015. Printed Name: Sheila McIntyre Phone number & email: (802.)658-5588 smcintvre(@summitengvt.com Signature. ,"\ --- Date: 5 15 15 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 5 southburlington PLANNING & ZONING Permit Number SD- - (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW ❑ Preliminary X Final PUD Being Requested? X Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) Champlain Water District (CWD), 403 Queen City Park Road, South Burlington, VT 05403 #(8021 864-7454 (p)#(802) 864-0435 (fl 2. LOCATION OF LAST RECORDED DEED (Book and page #) Vol. 96, Pg. 266 - 268 3. APPLICANT (Name, mailing address, phone and fax#) Champlain Water District (CWD), c/o Richard A. Pratt, P.E., 403 Queen City Park Road, South Burlington, VT 05403 #(802) 864-7454 (p) #(802) 864-0435 (f) 4. CONTACT PERSON (Name, mailing address, phone and fax #) Sheila McIntyre, Summit Engineering, Inc., 1233 Shelburne Road, C-2, South Burlington, VT 05403 #(802) 658-5588 a. Contact email address: Smcintyre(ksummiten vg t.com 5. PROJECT STREET ADDRESS: 1215 Dorset Street, South Burlington 6. TAX PARCEL ID # (can be obtained at Assessor's Office) ) 54-0570-1215 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): The existing CWD Water Storage Tower supports existing public health and safety communication antennas. Because the tank requires maintenance and renovations, the communication antennas need to be relocated. South Burlington Police, Fire and Safety, and CWD Supervisory Control and Data Acquisition (SCADA) communication antennas are currently located on the tank. A new communications tower is proposed on site to support CWD SCADA, Police, and Fire and Safety communication antennas. The proposed tower is approximately 180 feet in height (189.5 feet including the whip antennas) and includes a 216 sf 9 ft tall support building. There is a City -owned communication tower on the adjacent lot, approximately 60 ft from the CWD lot. It is currently not in service. The 110 ft high structure and guy wires can be retired and removed as part of this project. b. Existing Uses on Property (including description and size of each separate use): Municipal Water Storage Tank and SCADA radio communications, Public Health and Safety Communication Antennas, and support structures. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Existing uses to remain, No new uses. Municipal Water Storage Tank, Public Health and Safety Communications Antennas, and support structures, including a new self supporting, guyless tower to support the communication antennas. d. Total building square footage on property (proposed buildings and existing buildings to remain): 216 sf. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): The support building will be 9 ft in height. The proposed communication tower is 180 ft in height, 189.5 ft including the whip antennas mounted near the top_. f. Number of residential units (if applicable, new units and existing units to remain): Not applicable. g. Number of employees (existing and proposed, note office versus non -office employees): No new employees. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): CWD is requesting a waiver of height restrictions for the 180 ft tower (189.5 ft including the whip antennas mounted near the top). Current Municipal District setbacks will be upheld (50 feet front setback, 15 feet side setback, and 30 ft rear setback). Also, CWD is requesting approval of the use of barbed wire fencing as a matter of public health and safety_ i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. There Subdivision Application Form. Rev. 12-2011 are no proposed changes to the property lines. 8. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: 1.17 acres / 50,965.2 sf (acres /sq. ft.) b. Building Coverage: Existing 94 square feet 0.2 % Proposed 216 square feet 0.5 % c. Overall Coverage (building, parking, outside storage, etc): Existing 6,342 Proposed 8,742 square feet 12.4 % square feet 17.2 % d. Front Yard Coverage(s) (commercial projects only): Existing 704 square feet 28 % Proposed 704 square feet 28 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? ❑ Yes X No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe). Not applicable. c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria) 10. AREA DISTURBED DURING CONSTRUCTION: 19 700 sf SQ. FT. * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 3 Subdivision Application Form. Rev. 12-2011 11. COST ESTIMATES a. Building (including interior renovations): $ 40,750.00 b. Landscaping: $11,925.00 (Please submit itemized list of landscaping proposed) see attached c. Other site improvements (please list with cost) _Other improvements on site include utilities, gravel access drive, and tower which total $153,131.00. 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): The site operates 24 hours per day but is not staffed. There is no peak hour of operation Vehicle trips to the site include occasional security or maintenance related work. 13. PEAK HOURS OF OPERATION: N/A 14. PEAK DAYS OF OPERATION: 15. ESTIMATED PROJECT COMPLETION DATE: December 30, 2015 16. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. Subdivision Application Form. Rev. 12-2011 C 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. TURE OF GNATU F PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Complete El Incomplete Vtf inistrative 7 Date PRINT NAME The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 5 Subdivision Application Form. Rev. 12-2011 1 Contract 101— Public Safety Communications Tower Project Justification - March 31, 2015 Project Purpose and Necessity Q: Why must the antennas be removed from the public water supply tank permanently? • Tank Maintenance Program — This tank is one of fourteen in a 17-year maintenance contract with Utility Service Group. Every tank is inspected annually and rehabilitated on a set schedule; this tank is scheduled for major maintenance in year 7 (2016), and again in year 17 (2026). The 2016 work includes complete interior and exterior rehabilitation and recoating (sand blasting and repainting), as well as specific metal repair and safety improvements: installation of a secondary square roof hatch, addition of rest stations on the tank ladder, repairs to, or replacement of the ladder safety climb system. All attachments or obstacles on the water storage tank must be removed to perform a proper rehabilitation job, including welding, sand blasting and painting, and to provide for the safety of the contractor (not to mention maintaining the integrity and performance of the live communications equipment) given the safety concerns of working around live communications equipment. • Safety — There are inherent safety concerns when working at great heights on a water tank, in different seasons and weather conditions, and on dissimilar disciplines (tank maintenance vs. communications maintenance). Radio antennas, cables, and conduits compromise access and safety of tank maintenance workers as they must tie off safety harnesses and install rigging to access all surfaces of the tank. There exists a risk that many tank maintenance employees may not be familiar with the health risk borne of close exposure to live microwave signals propagated by some antennas. Case History. In the 2004-2005 timeframe, the tank was subjected to major reconstruction, consisting of foundation replacement in situ, and addition of 35 vertical feet of structure to provide additional storage. simultaneously, Radio North, the City's radio consultant required access to the tank for upgrades to the City radio system. At various stages of the tank project, Radio North was refused access to the tank for safety reasons. When they were allowed on the tank, there was elevated risk due to congestion at the jobsite, around and upon the tank. • Security and Limited Access — CWD must employ strict safety and security standards system- wide to protect the health of its 70,000 consumers. Water storage tanks are identified as high risk assets for those interested in intentional acts against the public. Every individual, including our own CWD employees, are required to sign out and sign back in a special key every time they access the locked tank ladder or roof hatches. Tank locks are unique compared to all other locks throughout the CWD system. The fewer contractors, workers, and employees with access to the tank reduce the likelihood of any type of security lapse. 1 Contract 101— Public Safety Communications Tower Project Justification - March 31, 2015 • Policy & Practice — There exists a written policy effective throughout the CWD system that third - party private telecommunications providers shall not be provided space on our tanks for their equipment. In addition, in the few circumstances where local municipal (usually police and fire) communications gear has been allowed on our tanks, that access has been rescinded over time for the same reasons as spelled out above. • Emergency or Unscheduled Maintenance or Repairs — In the event of damage to the tank, there is high risk that the communications equipment mounted upon the tank could be physically compromised in some manner, or must be relocated with very short notice. In either case, continuity of radio service could not be guaranteed, severely impacting City police and fire, and CWD operations. case History: In the fall of 1997, a roof failure on a 2 million gallon water storage tank in Essex Junction required taking the tank out of service and completing extensive roof demolition and replacement that lasted several months from start to finish. Had there been radio communications equipment upon that tank, either radio services would have been compromised until a backup system could be employed, or the tank would have been out of service longer to accommodate the time necessary for installation of a backup radio system prior to commencing tank roof demolition. Alternatives Considered Q: Have other sites in South Burlington been considered for relocating the radio communications infrastructure ? • Two Studies — The City carried out a Radio Communications Study in 2002 by RCC Consultants, Inc. concluding that the current tank site on Dorset Street was the optimal location for its police and fire radio services, given the many locations about the city that require a reliable communications link. Coincidentally, CWD and the City had implemented a water storage study to search for alternative sites in the city for construction of additional storage volume. The two studies both concluded that the best recommended location for additional storage and communications was already established at the Dorset Street tank site, and the property was already municipally owned. Q: Can the antennas be moved off the tank temporarily, and then re -installed? • Key Communications Facility — Because of its location and elevation, this site on Dorset Street has evolved as a key setting for the City of South Burlington and CWD, supporting voice radio, regional data collection and controls for remote sites of the water system, emergency services coordination and response, security alarms, video feedback, etc. Importantly, this facility is the 2 Contract 101— Public Safety Communications Tower Project Justification - March 31, 2015 sole radio transmission site for all South Burlington police, fire, and emergency services, with no backup for emergencies. These critical communications assets must be "hot" (up and running, and reliable) 24/7/365. Understandably, a permanent relocation of the equipment, even a temporary relocation, will require construction of a new, twin, live installation, before the existing installation is shut down and dismantled. • Cost Prohibitive — With the need for a continuous, hot communications facility in mind, a re - visitation of the cost of relocating, then replacing all equipment is warranted. A temporary structure (tower) at least 180' in height must be permitted and provided, equipped with all new cabling and antennas. The temporary facility must remain in service until tank maintenance is complete and new cabling and antennas are affixed back onto the tank (all cables and antennas removed from the tank would not be re -used, but replaced with new), since that existing equipment has served it's useful life and is due for replacement. The temporary tower would then be dismantled and removed. Alternatives for temporary relocation considered by a manufacturer's engineer (extremely tall monopole), or tank maintenance company (scaffolding) are excessively expensive (well into six figures), or patently high risk / unsafe for serious consideration. • Frequency of Tank Maintenance — Each time the tank requires major maintenance, the above temporary relocation steps must be repeated. The Dorset Street tank is scheduled for major maintenance in 2016, and again 10 years later in 2026, as stated earlier. Therefore the temporary relocation costs will be approximately doubled for work scheduled over the next ten- year timeframe, which is an undesirable economic approach. • Time Delays and Additional Cost for Repetitive Permitting — At each tank maintenance interval, the permitting process must be followed when the temporary relocation project is required, adding additional time constraints and costs to accommodate the work. Q: Have other locations on the CWD tank parcel on Dorset Street been considered for relocating the radio communications infrastructure? • Site limitations — Alternatively, a tower location northerly or northwesterly of the Dorset Street water tank has been considered, but the tank already dominates that corner of the CWD parcel. When a clear access space 20 feet in width around the circumference of the tank is imposed, very little space remains to squeeze in a tower and new utility building. Down sloping topography and lot setback requirements render this location unusable. Any alternative suggesting tower attachment to the tank or "stand-offs" welded to the tank are not acceptable given the minimum 20' clear space requirement. 3 Contract 101— Public Safety Communications Tower Project Justification - March 31, 2015 The proposed location provides the best available remaining site for a stand-alone tower. Permanent separation of water storage tank operations and maintenance activities, and communication related activities is highly desirable. Following a line of site assessment to the many remote locations for robust communications links, the proposed location with a 180' tower stands out as the optimal choice. Q: Why is the Tower 180 feet tall? Would a shorter tower suffice? • Line -of -site — The 135' tall Dorset Street tank serves as a major obstruction for radio signals directed from all proposed tower locations to various sites in the city and about the county -wide water system, which are located over a 360 degree spectrum. • Tower / Antenna Design — All CWD and City -owned antennas on the proposed tower are designed at elevations greater than 140 feet high upon the 180' tower, to transmit over the tank and/or to transmit to existing sites at specific elevations about the county, while also maintaining antenna -to -antenna required physical separation distances on the tower itself. Q: Can the tank maintenance be performed with the antennas remaining on the tank? • Cost and Quality of tank maintenance work — As stated by our tank maintenance consultant: "If'equipment cannot come off the tank for the renovation as prescribed, it can create an unsafe working place for workers. It also significantly increases the cost of renovation due to the added liability for not damaging the equipment and the methods required for having to protect and work around the equipment. The equipment prohibits use of preferred, less expensive renovation methods and may impact the ability to provide the best quality of renovation." The annual cost increase for maintenance with radio antennas and cabling left on the tank is estimated at $25,000 based on a proposal for a similar scenario in a local water system. • Continuity of Service — For safety reasons, scheduled radio service interruptions would be required as per the following recommendation from the tank maintenance consultant: "If equipment remains on the tank during renovation, it will be required the equipment be turned off at certain times while workers are working in front of the panels. This is to protect workers' health and limit their exposure to microwave and radio wave radiation. Typically a schedule is established for certain quadrants to be turned off during specific working hours each day of renovation." 4 Contract 101— Public Safety Communications Tower Project Justification - March 31, 2015 Mitigation / Improved Service and Reliability • Removal of Existing Infrastructure — The project includes removal of the "Isham" communications tower and cabling located south of the CWD property, and existing utility buildings, propane tank, and all cabling and antennas on the water storage tank. We are also proposing that the existing FAA required light atop the water tank be removed and relocated to the top of the new communications tower. • Landscaping — On the order of $15,000 in trees and vegetation will be planted about the CWD property to provide screening, reducing the visual impact of the tower structure, and to enhance overall site aesthetics. • Emergency Communications - Elevating several Police and Fire antennas may enhance portable radio communications in the northeast and southwest regions of the city, areas that were found to be deficient in the RCC study of 2002. • Emergency Backup Antenna Mount Location — If the water tank is damaged or compromised in such a way that radio equipment is rendered unusable, there is currently no accessible backup antenna location at the Dorset Street site. The proposed stand-alone tower can rely upon the tank as a temporary backup structure, should the tower ever be compromised, limiting the duration of loss of communications service. 5 si lflllll411�i Iliilil113N1 liillflilllr 1 ADJOINING PROPERTY OWNERS Project Site Champlain Water District, P.O. Box 2085, South Burlington, VT 05407 (parcel 0570-01215) Adjoiners Ila M. Isham Estate, 1225 Dorset Street, South Burlington, VT 05403 (parcel 0570-01225) Alice Outwater, 26 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00026) James & Donna Antell Trust, 28 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00028) Patricia J. Kleppinger, 901 Nebraska Valley Road, Stowe, VT 05672-4703 (parcel 1222-00056) Wedgewood Development Corp., 41 Gauthier Drive, Suite 1, Essex Jct., VT 05452 (parcels 1222- 00057; 0059; and 0089) William & Karen V. Whitby, 58 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00058) Bill & Cheryl Farley, 91 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00091) Jonathan & Susan Bloom, 120 Nicklaus Circle, South Burlington, VT 05403 ( parcel 1222-00120) City of South Burlington, 575 Dorset Street, South Burlington, VT 05403 (parcel 0570-01100) Other Parcel 1222-0000 is located immediately north of the site and is not included on the Grand List. It is presumed to be common land of Nicklaus Circle and therefore, individual landowners on Nicklaus Circle have been included above as "adjoiners". CWD TOWER - MIDDLEBURY, VT Landscape Mitigation Cost Estimate Prepared by: T.J. Boyle Assosciates, LLC PLANTING COST ESTIMATE March 2015 PLANTING LIST PLANT CITY CODE SCIENTIFIC NAME COMMON NAME HEIGHT SPEC NOTES GROWTH RATE MAX HEIGHT MATERIAL COST LABOR COST UNIT COST(Materlal and Lab Or) TOTAL PRICE 10 MD MALUS'Donald Wyman' Donald Wyman Crab 2' Cal. B&B Medium 18, 6 PA PICEA abies Norway Spruce 7'Ht. B&B Medium 60-70' 1 PA2 PICEA abies Norway Spruce 12'Ht. B&B Medium 60-70' 16 PG PIC EA glauca White Spruce THt. B&B Medium 60-70' 2 PS PINUS strobus Eastern White Pine 6' Ht. B&B Fast 75' $ 159.00 $ 238.50 $ 397.50 $ 3,975.00 $ 125.00 $ 187.50 $ 312.50 $ 1,875.00 $ 230.00 $ 345.00 $ 575.00 $ 575.00 $ 125.00 $ 187.50 $ 312.50 $ 5,000.00 $ 100.00 $ 150.00 $ 250.00 $ 500.00 35 Sub total $ 11,925.00 Total Cost Estimate $11 925.00 (Page 1 of 1) WPLED'2_0 Ultra -high efficiency 20 Watt wallpack. Patent Pending thermal management system. 100,000 hour L70 lifespan. 5 Year Warranty. Color Bronze Weictht:6.1 lbs Technical Specifications Listin s UL Listing: Suitable for wet locations. Suitable for mounting within 1.2m (4ft) of the ground. Dark Sky Approved: The international Dark Sky Association has approved this product as a full cutoff, fully shielded lufninaire. 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For use on LEED Buildings: IDA Dark Sky Approval means that this fixture can be used to achieve, LEED Credits for Light Pollution Reduction. Gaskets: High Temperature Silicone. Electrical THD: 7.35% at 120V Driver: Automatic, Voltage Sensing Driver for 120.277 volts Driver: Constant Current, Class2, 100 -277V, 50/60 Hz, 100 - 240VAC 0.3 - 0.15A, 277VAC 0.15A Surge Protection: 4kV Other Patents: The LPACK design is protected under patents in the U.S. Pat. D634873, Canada Pat 133207, China Pat. ZL201030129137, 'Taiwan Pal. D139540 and Mexico Pat. 32.491 Warranty: RAB warrants that our LED products will be free frorn defects in materials and workmanship for a period of five (5) years from the date of delivery to the end user, including coverage of light output, color stability, driver performance and fixture finish. Equivalency: The. WPL.ED20 is Equivalent in delivered lumens to a 15OW Metal Halide Wallpack. HID Replacement Range: The WPLED2.0 can be used to replace 100.175W Metal Halide. Wallpacks based on delivered lumens. Need help? Tech help ine: 888 RAB-1000 Entail sales arabweb.com Website: www.rabweb.com Page 1 of 2 C�,pyrighl r 2014 RAB Lwghtino inc. All flights Reserved Note: Specifications, are s,;Jb ect to change at any time without notice Dimensions "N h-tra# I Camfipumlk� —ram :i I 6,9 neari pa,a:t y_, I jwton Box Mount r.' figurstilm L J..—I (— —I—n -.7 Ordering Matrix Family Watts Color Temp Sensor WPLED 20 - 20W Blank = {fool Blank = No Sensor Y = Warm MS = Mini Sensor N = Neutral RAB L I G H T I V G Features Ultra -high efficiency 20 Watt wallpack Maintains 70% of initial lumens at 100,000 hCUf'S Weatherproof high temperature silicone gaskets Superior heat sinking with die cast aluminum housing and external fins Replaces 10OW MH 100 up to 277 Volts 5-Year warranty Surface Plate Finish Photocell Blank No Surface Plate Blank = Bronze blank = No Photocell S = Surface Plate W = White /PC = 120V Button /PCS = 120V Swivel IPC2 = 277V Button W _ , t'tich help line: 888 RAB-1000 Email: sales@rabweb,com V'Veesitc: www,rabweb.com Page; 2 of 2 i ps ,t , 2.0,14 h,Ah fia'€tir€g Inc. All Rights R s.elved Nola: Spec, i'c<ahon;; are :R,:e:.<to c clang+ ral .any tlme without rtoli€;;e ~ N 0% e N N R o J 8 za z a z o � N N z ao J NC e yy O'MOMINI Cp SS c $$1 180.U8 I 1 E4 160.0 R X 140.0 tt /'. 120.0 i2 100.0 e i 80.0It 60.0 R DESIGNED APPURTENANCE LOADING MATERIAL STRENGTH A5M-50 50 ksi 65 ksi TOWER DESIGN NOTES 1. Tower is located in Chittenden County, Vermont. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 90 mph basic wind in accordance with the TIA-222-G Standard. 0 4. Tower is also designed for a 40 mph basic wind with 1.00 in ice. Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class III. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING: 96.8% ALL REACTIONS AREFACTORED MAX. CORNER REACTIONS AT BASE: DOWN. 165 K UPLIFT. -145 K SHEAR: 17 K AXIAL 145 K SHEARrj--� MOMENT 8 K839 kip-ft TORQUE 1 kip-ft 40 mph WIND - 1.0000 in ICE AXIAL 22 K SHEAMOMENT 24 K �� 2179 kip-ft TORQUE 2 kip-ft REACTIONS - 90 mph WIND °b: Quotation 279168-04 Val1'Y ont ;V 1545 Pidco Drive Pmlect U-16 x 180'- CWD Water Tank Site, VT STRucn-IRES Plymouth, IN 46563 client The Radio North Grou Drawn by:CRF1 App'd: almost Structures,Inc.- Specialty Structures Group Phone: (574)936-4221 code: TIA-222-G Date: 03112l15 scale: NTS FAX: 574936-6458 Pam. Dwg No. E-1 "7 3 _ d VIEWPOINT 1 - EXISTING CONDITIONS View looking north from Nowland Farm Nowland Farm Road in South Burlington. VT, The existing water tower and lattice tower are visible beyond the golf course clubhouse. Photograph taken at 1:27 pm on February 27, 2015 Dorset Street Public Safety Communications Tower CWD Project #C101 March 3, 2015 Nowland Farm Road South Burlington, VT Distance to Site: 9.28E (eat "2 MIfa,1 Nikon D7000 Di,MS gk Lan. Re camel. PM To h taken et 35mm kxel [. g (appro,imxey ep m,kM m a SOmm bcd kngm on a 'Sm. SLR Hm tamale) Viewing Instructions The,i—kted mega is et proper Por,p.cbr. when ,I M 17.5 inch., k.m the'.s r et a d0mca orepprovimMefy 2 Gmec the nruge Might T. J. Boyle AssoclatesdE 'oMrt:Dpe c:cM!x.h . dcnnlr,2.-D.roumnrs VIEWPOINT 1 - SIMULATED CONDITIONS View looking north from Nowland Farm Nowland Farm Road in South Burlington. VT. The antenna on the water tower and the lattice tower have been removed, and the proposed tower is visible at center Photograph taken at 1:27 pm on February 27, 2015 Dorset Street Public Safety Communications Tower CWD Project #C101 March 3, 2015 Nowland Farm Road South Burlington, VT Distance to Site: 3.265 kM (.62 Mlkai Nikon D7000 DirW Singk Lens Refle, Cameta Phatepaph taken et 35mm kcal kngth(appr imatay eauvaknl k a 50mm kcal kngth one 35mm SLR flm cematej Viewing Instructions The ai -WW -,;. K at P,Vn P—P.W. when viewed k 11,5 whes hem the eys.or et a diaknce at epp—j.0* 2 dmea the imps height T. J. Boyle AssoclatesA ak 1 JV VIEWPOINT 2 - EXISTING CONDITIONS View looking southwest from Dorset Street and Nicklaus Circle in South Burlington, VT. The existing water tower, antennas atop the water toyer, and the existing lattice tower are visible in the foreground. Photograph taken at 1:32 pm on February 27, 2015 Dorset Street Public Safety Communications Tower CWD Project #C101 March 3, 2015 Dorset Street South Burlington, VT Distance to Site: 71p pet (.13 M.Wz) Nikon D7000 04W S UW Lens R.fty Camera Phet wg h bk.. M 35mm bcef knell (.Pymr —ly e w'6nt ma Semmh W Mgth m a 35mm SLR flm cermie) Viewing Instructions The amukted'mege t. M WePer PxW &. xh viewed et 17.5 niche. hom the sqs or M e debnce ore PrmimMer/ 2 xm.em. m.e. h.ght T. J. Boyle AssoclotesiM —.:e cr—. • 1-1co 'W'r s VIEWPOINT 2 - SIMULATED CONDITIONS View looking southwest from Dorset Street and Nicklaus Circle in South Burlington, VT. The antennas on the water tower and the lattice tower have been removed, and the proposed tower is visible at center. Photograph taken at 1:32 pm on February 27, 2015 Dorset Street Public Safety Communications Tower CWD Project #C101 March 3, 2015 Dorset Street South Burlington, VT Distance to Site 710 bet (.13 Wks) Nikon D7000 Digtal Single Lens R.nav Cw— Photographtakenat 35mm kcal kngri(ePP inn-y .Wine knlb 1501n, tud length en a 36mm SLR R, tMwre) Viewing Instructions Th. tmecwt—Wd mgeaseof a pap..w. 0—d e 17.6 yoinhes tm irpdeer.ppr.i,-ry 2 he nn" height T. J. Boyle AssoclatesA i�x.� emntscie • e�n^t+9=cnsutentt r11T NIP- 1:01Afte- VIEWPOINT 3 - EXISTING CONDITIONS View looking southwest from Park Road in South Burlington VT. The existing water tower and antennas atop the water tower are visible in the middle ground. Photograph taken at 12:55 pm on February 23, 2015 . A, Dorset Street Public Safety Communications Tower CWD Project #C101 March 3 2015 Park Road South Burlington, VT Distance to Site: 1.24 — (.24 MI" Nikon D7000 1 R.1 fivamgreph .1 '5— 1..1 .w—khi, t. . taken et N1.1 length on . 35.11 SLR F1,, cameral Viewing Instructions Th. s muYmtl—, . M p,.,. —d at17.5 —h.. k— th. — 0 d.�pp- 6—,h, 7-14, 2 T. J. Boyle AssoclatesM KIM x A OFF' ,t'4A k.w. 71700W"' -o' VIEWPOINT 3 - SIMULATED CONDITIONS View looking southwest from Park Road in South Burlington, VT. The proposed tower is visible in the middle ground. Photograph taken at 12:55 pm an February 23, 2015 At Dorset Street Public Safety Communications Tower CWD Project #C 10 1 M.r- 3, 201 S Park Road South Burlington, VT Distance to Site: W., Nikon 07000 04.0 S.* I.— Renew C-- Viewing Instructions "1 11 —WMd —,. 11 ­ perspective afien —d at I IX 11,1 , 1 11 or 2 times. _g. M"1'e i01 T. J. Boyle AssociatesjM r c F,S(2) RDA I I I I I l I = 1 I I II Il I I I � I '11 T1.1 N 1 Ii l I I j ' II X — VEGETATION TO I BE REMOVED R E C E I V E ' 0 I Ak Z 205 Il _ I City of �o. Burlington PWR a7Y CWE SCgNnRC XWE COMMM/ E H93W EPEC mom fEgY11711 RATE I HE1GKf to MD MALUS Donald Wyman' Donald Wyman Gab 2" Cal. B&B Median W S PA P10EA ables Non.ey Sp— T NI. 888 1Memvin 60-71Y 1 PA2 PIGEA abb8 N—Y Spence 12' M. 85S MadMm 60-M to PG PICEA olauca White Spence TMI. B60 Medium 80.7(Y 2 PS PINUS st o . Eastern W hlle Pine B M. BSS Faat 75' M landscape archhects • planning consultants 'ail x. jb. jds 3Y. 9 erawr ey ene 301 college street a budington a vermont a 05401 802.658. 3555 help:/ w .4eoyM.can inn 1-4oy Kra 1'r = 20' i Dorset Street COM Tower Landscape Mitigation Plan L-1 (Porcet 1222-0089) \ N/F \ Bill & Chery4 For/ey \ 91 N/cklous Cicle South Bur/ington, VT G5403 (Porcet 1222-00091) \ NEW CAMERA POLE - EXISTING BUILDING (TO BE REMOVED) NEW 16' SWING GATE. (SEE DETAIL) e9up en. Fre/fe "� "'Br NEW COMMUNICATION ----�� 1 CONDUIT 2 3/4" h tower with concrete bose 1 0 r42yS 1 lop of m existing I rn tank a/ev 570t � o Z 1 m1430 I en. onten.. 1 ounted on of tank (To Bm I E vok£o) 1 1� 1 I --431 •-' rne,n NEW 12' S Nd GATE. (SEE DETAIL) I 1 7'; I RELOCATED GENERATOR�— TOP OF C NCRETE - 431.5 IW �\ t N11f_ �hamp✓oin Woter District I I - Vol `, 96 Pq. 266 J0- f l I �- 1::17 acres % \ y _ _ -430 _- b� NEW COMMUNICATION SHELTER AND CONCRETE SLAB. NI TOP OF CONCRETE - 431.75 e, iia /io M /sha stote 1225 Dorset Street /� a I.ondti South Burlington, IT 054pd (Pole/ 0570-01225 1 ��� PHOTO 1 - Looking north to existing PHOTO 2 - Looking northwest to I �I I TBM p Nly bonnet bo/1 1 E/ev = 4?404• 9d Refer to landscaping - I plans for trees to be ° I preserved. Erect barrier fencing at drip edges. 1 Install barrier fence (typical) �I along property line in TeM z ' 1 / o f work area Nwry b.nner b.lr c nd,1 G .- N1 ,x Y av _ — v erg NEW UNDERGROUND NEW GAS SERVICE _ POWER NEW CONDUIT RACK Install barrier fence along property line in work area. NEW GRAVEL DRIVE NIF Install stone check /m M lshom Estate dams in areas of NEW UNDERGROUND lrz5 Dorset Sheet concentrated flows. POWER .Sup 4 'iurlington, VT 0540J �P..roel 0570-01225) NEWIT tGH FENCE NEW GRAVEL DRIVE (SEE DETAIL) ,.. Install and maintain silt fence at toe of fill slopes. NEW ELECTRICAL GROUNDING SYSTEM SEE LANDSCAPING PLANS FOR EXISTING TREES TO BE REMOVED (15) AND NEW 2 LANDSCAPING/SCREENING. NEW ANTENNATOWER AND CONCRETE PIERS. TOP OF PIERS - 432.5 APPROX. ELEV. TOP OF NEW TOWER = 622.00 w eier r eb ex. ....lions she/ter "*s PHOTO 3 - Looking west to water DEMOLISH AND REMOVE EXISTING SHED AND RADIO TOWER 1 I O I � I v z 1 I I I I I I I I 1 I 1 I I I I 1 1 I I Sweep pavement regularly to prevent sediment tracking and discharging to the storm system, typical. I N/F City of South Burlington 575 Dorset Street South Burlington, VT D540J (Parcel 0570-01100) a4 �— pork Street Install and maintain temporary stabilized Iconstruction entrance. II e I I 1 I Legend __ • /ton Ape Found -�12 Survey Control Point Existing Sign New Gr.vrt Drive Existing Deciduous Tiee Existing Evergreen Tiee —G New Co. Service Existing Baring Location —COMM New Communication Line Q Existing Boulder — uGP— New Underground Power -- - - Exrslmg Contour 0 O New Fence - - Approximate Property Line cv Construction Fence Existing Tree Lke Br Boirier Fence • Existing G.ororoi/ 0 Silt Fence Existing Chain Link Fence - - - - - 42&-- - - - - - New Fnish Grade Contour - Existing Owrheod Elect is Lin /P w Pole — "GP r, Existing underground power 4<D Photo location and direction -�� Existing Gas Lined /ve —^- - - >• E /sting Water Line/N)eront/Vo/ur:/Shulolf 0• 2Ci' 46 80 i10, RECEIVED so/ 20 APR 1 % 2015 --See Notes on Sheet X> City of So. Burlington' M°rr �5 70,5 Morcn 24. P015 1nwe, eewr;w ®��... eomm _,� e�w. to +31.75 tower eiewf/w orcn 19, 2015 Ai..^c grading ono elewrion °otc . ietl 0""fion Cnecxed Dur Design N Proposed Site Pion ,1e Pe �RwM.�py" " Orewn �w niP Dorset Street Public Safety f,,e Checked 11 c*��0;" _ 5440 - _ Scale Communications Tower Project %�•'q.c�sraE •'•2 a A fsSm Date ✓on 30, 1015 CWD Project #C101 "iin Dorset Street South Bur/in tan Vermont ZB6BS & LANSJNG Consultaizg 6nyineers, Inc. tank and existing C _' Dorset Street FOR PERMIT REVIEW 164 Vain Street, Colchester, Vermont 05446 C C { S,oecificotions: 1. The moten'o/ subbase depths shaver, ore minimum requirementl lnwsfgotAan of erAstmg soil conotions Is required And dependng x71ti q soil condiMons the subbase depths may change ;t redo —old r y n ink ppnden/ q-11 hniral engineer. 2 ceotexti/e fabrics sha// meet the requirements of VAOT Section 720 In, rcoob- subgrode and underdroin trenches. 3 Sand barrow shall mere! the requirements of ✓AOT Subsection 70303 4 6—e/ base shall meet the requirements of ✓AOT Subsection 703.04. 5. Crushed grave/ shall meet the requirements a/ VAOT Sub redo, 70305 6 Cashed stone shall meet the requirements at VAOT Sub secfon 70310. _,t e site plan for cross slope 11\ Son @arrow for Fill 70303 VTAOT Standard Specification for Construction 2006 Typical Asphalt 6" (10 cm) crushed grove/ leveling course 704.05A fine VTAOT Standard Specification for Construction 12" (30.5 cm) crushed grovel subbase 104.05A coarse VTAOT Standard Specification for Construction En/(h subgrode �Mirofi fabric 500x Minimum overtop to be 24 ° Paved Cross —Section 115 Grave/ Drive Construction Notes New ­ac shot/ be collfrcl&d to the fine and grade shown on the drawings. The road and utility local,—, shod be as typically detailed un/ess otherwise shown. 2 All rood and parking construction shall be completed in accordance with the Vermont Agency of Transportation Standard Specifications for Construction"2011, hereafter called Vermont Highway Specifications, specifications found n these plans, and project specifications. In case of conflict the more stringent specification shall apply as determined by the Engineer. r The Cantroctor shall follow 11-room Highway Specifications (2011) Section 20311 for placing and spreading embankments. I. F// material for road embankment shall meet Note �flJ below and be approved by the Engineer. Fill shall be placed in 12" lifts, wetted and compacted with sotiefoltory camp —lion equipment to 958 of maximum density (Slandaid Proctor). 5. Rood in fill sections shall be placed and compacted a minimum of 3 feet above top of any utility to be installed before trench is excavated for pipe placement. In trencho, and cut sections, the Contractor shall provide all necessary sheeting, sharing and bracing to maintain compliance with a// 0SHA1'10SHA regulations. 6. Methods for construction of subgrode shall conform to Vermont Highway Specif/'cations (2011) 20312 or as determined by the Engineer. 7 Dense graded crushed stone, crushed grovel and sand borrow shall not be contaminated by work. Construction traffic shall not trove/ over exposed oreos of this material Any subgrode or subbase disturbed by Contract,,, or rendered unsuitable by construction machinery, Shall be removed and replaced with approved granular back All of the Controctore expense. The subgrode shall be compacted to attain at least 959 of the maximum density (Standard Proctor) before placing rood or embankment moterio/s. d The Owner shall poy for on site soils testing (compaction, sieve, and proctor). At a m mum, 2 samples of all aggregate material shall brought to site shall be tested Contractor shall pay for a// failing compaction and sieve tests. 9. Sand borrow and cushion shall conform to Vermont Highway Specifications (1011) 70303 Granular borrow shall conform to the Vermont Highway Specifications 70.iO4. 10. Crovel subbase for povemen! shall conform to Vermont Highway Specifications (2011) 704,05 coarse, crushed grove% or 704.06 dense graded crushed stone as shown on cross-section. 11 Lewling course shall conform to Vermont Highway Specifications (2011) 704.05, fine groding. Shoulders shall conform to Section 704. 12, Aggregate for Shoulders. 12. The material subbase depths shown ore minimum requirements. Investigation of existing soil conditions is required, and depending on existing soil conditions, the subbase depths may change if recommended by an Engineer. 13 Ceatextile fabrics sho/I meet the requirements of MOT Section 720 far roadbed subgrode and underdroin trenches Spocmg wrier dpen6ng an Monnel slpe •�''�'� same Ele"olio, 24" Mar. Cmt: PBOFItE ci sled stone Nat To stole A B 9M i rT� Fabric j 1 1 24' Mot. Center 5blPtMf -A Not To State Mirah' J40N �3 I-J/1 Fi/ter Fabric sEc1/0Y B-B crusted sfine Nat To Score CONSMUOPCN SPECInIA Rows I. stone veil/ be placed on o toter lobdc hwndofion to the lines. grades and /ocotians shown in !lie p/an. 2. set poem, of check dams to assume o of the e/ew1— o/ Me crest o/ Me tlawnslream dam rs of the same --non of the toe a/ the pstreom dam. 3. Extend the stone o -VP of 15 1-1 beyond on, 1,,Ycn banks to prevent culling —1 11, dam. Protect the c her downslreom of the lowest c ecx dam Hon scour an :osron w b stone ar Amer o oppropon. 5. Ensu Ito/ channel opal uerl entrances bNow cheep dams are nor sub_t domoye w atockoge bwom d; aucsA Stones. Temporary Stone Check Dam N T I — Winter Construction Requirements (October 15th - April 15th) 1 11, 111, Is 0e dt. a grby ettllran, s sing s qi ore com0/eree no lore man seprember 2. /f seed',, is not comp/sled by September 151n, odJ'fionol ran-wgetotirc 10-6— must be used to sra 411 the site /or the winter per;bd this includes Me use of E ion C MN MONmg br ,rolling of o heavy mulch I.,: .I (Mere mu/chi led 1 femporory slab/// onion P mull be o[p/ied al dwb/e Me standard role, ar o mnrmum of 3 inenev wile an Box- cover. 4. Slbdi/pied co-do"/on Enrronces .. be m/ ,r la powde 1d snow sIoo4,✓ , .9 L to of dislurbance and/ be moved or 1.'.—' to tetrad any 1e.uwd boundaries of winter work. 6. A so onogemenf plan sho// be prepared wYP odequote storage -1 cmwol of m&(wales, requkng—1 snow fo be stared down slope of Wl oreos of tlisturbance —1 out a/ slwmwol: rreolment slfucrwes. ). A mmrmum 25 loot bufkr shot/ be momraioed Mom Per;meter controls sucn ds silt fence. $ &1-91 s/ructures must be keel open and Hero or snow and ;lie dems. 9. Silt fence —1 other p_Ikes P,a kiog earth dislurbance must be installed ahead of f—, ground 10 ro en of disturbed — , ridwa of a melt 1-1,, a at disturbed sail must be s 11'ed ar Me end of each w rk doywim Me fo/lowlnp erceptlons' - /f no prec Oi(ot! n w In 14 hours rs f Brost and work will resume rn the e disturbed meu wi 24 hours, doily stobila tr is not necessary. - D;aturbed oreos 1— cdlec1 and /stain runoff, sucn as hauls foundol;m or sash plait, Henrnes 11. prior ro s[abduotbn, snow or xe must be removed to less roan I men tnickness. 12.. Use stone to stabilize 1 o -Inn os foe per/meter of buildngs under c nsbucrian whxe onshucson .,intro Marcia s bnrkgarea Stone pa Ms should ere 10-20 feet wide to bprommadate .enK,./ar trains. Construction Notes 1 The methods —1 m0en.1, bf consructian shall colfarm to the latest standard., of the Vdloge of E sex ✓unction and the Slot, o/ ✓ermont. All work shall be in canlamonce with ol/ permits and appro roll "sued for the project. In case of conflict the more stringent specilrcofion shall apply as directed by Engine:. All wank sho// be done in a wokmbnhke manner and completed in the time specified by Owner. 2 The Controctor shalt be responsible for al/ wk and materials shown and rewired to make the job complete. These dow;ngs do not show eve y Elting or opa-tenanre. Materials shot/ be as specified n the drawings Af—focturer's product specifications shall be submitted for a motviols to the Engineer for approro/ prior to mslo/lotion. J. The location and size of a istng underground utilities is not warranted to be exactor complete. The Cone —tor shall field locotc o// utilities ono shod concoct the affected utility tampon✓, the Engineer and the V'l/age of Essex ✓unction prior to making any hook ups. The Contractor shall be so/ey, reponsible for a// ex/stinq ulililie., and their uninterrupted .,, Al/ riff -.site bockfi%l, sheeting and shoring, dewotering, c/eor;ng and grubbing, a control, dust control, traffic control groding, and al/ incdento/s shall be included as port of the requited work. 4 Repair of all disturbed oreos, grodmg seedng mulching repair of roods and curbs, paving. and other ncrdentb/s are Included as port of the required work All dsturbed oeos shall be loomed and mulched until permanent ground cover is established 5. The Contractor shall wrify all horizontal control and femparoy bench marks before use. 6. The workmen and public shall be protected by the C-1—to, from any and oll hazards Connected with the construction wok Open trenches moteria/s o eqpment within the working limits are to be guarded by the use of adequate bairrcades or flog men Al/ b d..s /eft in positron overnight are to de b-c"t, lighted Kerosene pots o not occeptobA, When w ors the usab/e pavement flog n ,shall be employed to aid the 1/ow of traffic so Mot these will be no undue de/Via', The Contractor shoo be held responsible f r the lately of al/ wokmcb ono' the genera/ public and al/ dames agfo property occurring Ham or upon the work o nod by negligence or shall be held responsible for the safety of a# workmen and the genera/ public and al/ damages to prp:ty occurring from or upon the work occos;bned by negligence or day or nignt within the working an , All work hall be in conf ,manes to OSHA regulations, Tl't/e 19, ports 1926.651 and 1926.552, and applicable to VOSHA regulations. 7 Definition of 'preconslructian Excarotion" for these contract documents shall be: The site contractor no// expose utilities and obtain a// necessary information, including but not limited to, insert elewNan, size, depth, pipe type, joint location, etc. Contractor shall donsit survey the location and e/evofions of the utility Cantmclnr shall provide the engineer with sketches indir.'oting horizontal and vertical informotion of pipe or conduit type and size, cross-section PACrma-ion, concrete encasement informotion (top and bottom 0/—lions, width, etc.), joint location, Or of each required exlsting underground utility Accuracy of horizantu/ Io row, is within I foot and accuracy of vertical &I —Pon is within 002 f, (1/4) Coordinate o// excovafion with City, Owner, and Engineer. Pieconstruction excowfions shall occur prior to ord ing structures and prior to utility construction to facilitate redesign and/or desigh conbimohon. The location of the precomi Nadia, excorotian sXnbo/s does not necessarily inalicote the location of the burred utility /t is the responsibility of the Contractor to trod and expose the utility. 8 Contractor shot contact Dig Safe prior to boy excawtion. 9.. All new storm extending from catch bash structures shall be laid with o pipe laser to elevation and slope as shown on the plans. 10 The Contractor shall anwcuf all exlsting povement to be removed Tne. Con/,actor shall m e the pavement o a d'sturbonce. Controclar sho// be reponsible for a// pavement repair and restoration necessary to complete the work. 11. fie Cantroctor shall be respoos/ble for all construction /oyout. 12 Temporary silt fence shall be erected prior to any clpring ar Construction, Fencing may be ,netted in pnoses dot in sho// consHuclibn of c/eoni,q proceed fencing. Special a may be designated by the Own: for preserwhion a/ existing trees. these areas shall be the Contractors esponsbiRy to insure no damage is done to designated Meer. 13 Existing plantings are located In genera/ areas os shown an the plans Cantroctor sho// protect plantings scheduled to remain so as not to damage these or their root systems. Is Contractor shall comply with al/ permits an a' appr-1, issued for this pta/Bct. 15 Slope stability upon -saturated soil conditions. /f during construction saturated soils are encountered, con/act the Engineer immediote/y /�-- wood stokes dive, on outside of fence RECEF Orange pdyester mesh webbing / Cy :lido Cup Sapp/y a approved / APR 1 2015 gust (3' ;orb min.) F-ten fence wUod Stoke A In take -- W to /d Cup Supup supply er City of So. Burlington ern wedding by 4 w m� apple veil equal (3" wide min.) 41II — it II II II jl r JI car- sea Section A -A I; II To be installed at clearing limits and peg; n w M.,ffi A^ pen limits of The construction area,°I1r4ir 9 Not to be used for indlv;duol 1,11 Q`°r�i. OF •UER� G Drawn HKWzr De toils profection or to demarcate construction �`,�P.•�,i.E �9�'•. aisfutbonce ! its for roan., bulfr '. � Ik" , ' Checked M.B sn,, fnce shall be used in _,. :,_ Dorset Street Public Safety In— oleo - Scale not to scale See Plans.s - 0 54/0 =tea `� Communlcotlons Tower Project Construction Limit Barrier Dace n.3a2,15 CWD Project �(C101 s�(JNAI 1aaC-� P,E �e t 147$4 ll Dorset Street South Barba ton V N. T.5 / Erosion Pre ven tion & Sediment Control Notes all be respansib I,, comp"/', with nl State —1 erasion ,n er. car (rcl stondords and perrr,f regwremenls during cansfrucban. 2 fie rim nl pslumnncv shall be c early defined by Cnnlrnclnr"s r rwynr Prior In r/roaring Ernsinn and sediment contra/ d l-I stall be estob/lsned !o trap seOStn"i on site. ... All evasion cpnhc/ shill be placed OF shown on /ne drawings o, os ordered by the Engveer Tie Can tractors n the a antra m unlit the Eng;ne _141ed of pwmanml g auntl�a ertebni , and Inn! runner m l/requveo shall be Yne respons%bitty of the for. )roctw 10 employ appropriate a a roll as 'hewn on these drawings and w,y Prner measures os tare's y ro rraP sed;menl ons,re. Id psrurbance 'tali be permanently w tempororJy slob —I ass as passible and in As tours al 1h, grading An a a1 disturbances of —1% mpwornv stabilull m J &OX of initial. d urbance. AnEturbance ones ac wsem d 1's of eos xped soil h slob%/red ­1 unless the roll/awing _14—s apply 1I Slobdizu)iur 11 ill ea 1-1 is to wrlinu n, the wea ill I'll next 24 halo,' o precipitation lorecosl in the nix! 2Achours.e aria rnslobirrzoL'on n the wis it 1sal.-aonto%nail excpwbdn /:e. rig outlet) warn a RVAA of 2 11or greater (I gk noose foundarian excovotian, uri/iry trencnesJ. Stabilization m s snot/ include mulch ant nettrn, erosion control molting, crushed sloe, pove�er�re 5. Refer !p the Low Risk Site Honoboa4 1w Eresim Preren6en and 5eelmeal Contra/ !or acceptable methods of slab,Yizo— 1 me cony 11R, soon use wore! 1 y sr cm.ror The Cw,hucfw slip/ P 144RW Al., as ;., ­1 all/ eote'h basins (eAisrk,y o aw) that rutted ns 1— sole storm wales rand/< c usned clone %riles proric(ron moy be usee m non -paved B A stabilized cansrrucrion entr.rnce (See Detail)'toll be instated and mamlained or alb canslrucliw access 1o:o66nx 9 All paved roods wee by consl2clMrr vehicles snort be swept eo,Yy dc,'iny pe 1, a/ oc live cwst2ch'on, w of a greater Ireauency, it tl;d a ,rare/!rocked /tom a _ire. "I A." debris shall be ;mined R, rammed from me curb race it opphcable i0. Al/ temporal" -Fiat -1 sedhO-I contra measures shop/ be remo red wifh;n JO dap after lino/ s tobn;zotion Or otter In, measures are no io,q, needed, unless otn , au tharized. l) Al/ sedknent removed /ran I,— contra precices shall be pored in an appro H sop/ disposal 12 All or x ­1 do not hove e - wegafoliw, by 00,u 15l1, tool u stabilized in occoreonce with the wwler Cons ructron Requkemen/s fisted on 1n,s sh..e1. F3 All, permanent seeding me Controcfpr shop/ be repons;ae rot-tWolg, I la ensure ode Ie vegetori.e grawm. 14. Wore! /am dcwalaing octivi!ies toot rl o// Bile st be clew. wafer mull not be pumped ,nra 'fortis sewer.., luxe:, a weupne mess muIne water ,: i,ew. i5 Ine Canboctar son be reponsib/e rot al inspeclian and mbmtenonce o1 me a asia pevent;on and sedime ! antral practices ! r the propcf lnpections and corresponding reports shill be performed of o once o week ant oiler e y areciprYolion avant star recut(' /n o disc age f om Ine site. TAe perimeter a Me sale one ar EAIP, All be ;Pp t d at the end of each wakd'y to Ihot s AAI not /e s%fe. aril h s travped beyond the sire boundaryen be s olnerwise ­1 —it W_posiled on -,site m an upgradienl asap ill Ine end PI doyo exhworka _Construction Limit Barriers - Temporal" chain -/inked conshuctiw, fence shot! be used to loin../, caFAtiuctki, /knits where procfico% - tXonge consauct/on I,- A, w /el- snail be wed ro demorcote soar -term canshuclion xliwries os wN/ o ound fnw drip i ei ony e,r oP9 rr orange crostrumm� lance soon ne usid wnaesd;slurbonce is wiM ni 50 het of Ine ifreomlor weflonds. - 3' thick aronyG paXsler mesh webbing may asa be used to ­1construction limits except liThm 50 1-1 of ony stream, lake, pond or wetland For lilts propct Ppyes(w mesa webbing shape tar be used G, oreos Thor ore proximate to pedestrian or AM,xAlw traffic. SLOPE INSTALLATION P NORTH AMER)CAN GREEN 11111121111 I. PREPARE SOIL BEFORE INSTALIANG BLANKETS. INCLUDING IN NECESSARI APPLICATIONUS OF LIME, FERTILUER, AND SSEEO. NOTE: WHEN USANG CELL-O-SEED DC N T SEED EPARE�i AREA. CELL-O SEE E 1ST4 1ED WITH PA ER SIDE CO- 1, BEGIN AT HE TOP OF THE SLOPE Br 4NCHOR C THE BUNNET IN A 6"p15cm1 DEED, A 6" 05cm) WIDE TRENCIH WITH APPROKINAT 2' (ID-) OF BIANKLT LxTLNOLC BLII N HE U -LID E P .FIT. O[ HE TRENCH. IOR HE BLANKET WITH A ROW OF STAPLES/STAKES AP MATELI 12, (30cm) APART IN THEBOTTOMOF THE TRENCH. V� BAGN FILL AND PACT THE TRENCH AL H STAPUNO. NPACTED SOIL AND FOLD REMAINING 11" (3Gcm; RHO, O ANKET BACK OIIER SEED ANDACTED SO SECURE B DV11 COMPACTEC SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY e] C(30cm) AP ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE OLANKETS (Aj DOWNOR (B.) HORIZONTALLY ACROSS T`E SLOPE. BLANKETS WILL UNRDLL WITH APPROPRIATE SIDE AGAINST TIE SOIL N T LE GLIDEWHEN JING)ATIONAL FACE "DOT STSTIN IN VASTEN ED TO SSRT S A,S/Si ES /IFABED E S40ULDI PBE PLACEDC I THROUDNS AS SHOWN NHE STAPE PATTERNGH EACH Om THE COLORED DOTS CORRESPONDING TO THE APPROPRATE STAPLE PATTERN. A ON BDGES 11 PARALLEL NKET TII, TO E �B, PROPERMUST BEASTAIGNMENILED T.P; F THE EEATEDLG OF 3"-SHE I- UPPING BVERLAI NKET (BLAENKITGBEING AUEL r ) EVEN NWITH THE COLORED SEAM STITCH'"ON THE REAOISLY INSTALLED 3LANKET.� NSECUTnIEN BT NKETS SPLICED DOWN THE S OPE MUST BE PLACED END OMER END (SHINGLE STILE) WITH AN PPROXIMATE T 3, I_5cm) OVERLAP STAPLE THROUGH OVERLAPPED AREA. APPROXIMATELI 1] (30cm) APART ACROSS ENTIRE A BIANKET WI:'ITH. NOTE: AN LOOSE SOIL CONDITIONS, H15c E USE OF STAPLE OR STAKE LENGTHS GREATER THAN e' (m) MAI BE NECESSARY TO PROPERLY SECURE HE BLANKETS. Genero/ Grading and Site Work Notes 1_ All O a disturbed and a// o within the clearing //mils h,// bf, graded and covered with o minimum of 4" of composted loom topsoil. Theo s to be loomed shall be free and clear of roots, waste material and other deleterious material. Topsail shall be spread and nightly compacted to a depth of 4" Topsoil shall be approved by the Engineer. 2. All cut slopes shall be no steeper than 3h an Iv. Al/ fill slopes shall be no steeper than 25h on 7. 3. Temporary silt fence shall be erected prior to any clearing or construction. Fencing moy be erected in phases, but in na case shall construction of cleating proceed fencing. Special may be designated by the Owner for preservation of existing trees. These areas shall be the Contractor's responsibility to insure no damage is done to designated trees. 4. Existing plantings ore located in general areas s shown on this plan. Contractor shall protect plantings sp as not to damage these or their root systems. 5 Slope stobih'ty based upon unsmurofed soil conditions if during construction saturated sods ore encountered, contact the Engineer immediately Public right-of-way B" 40• Existing ground �-,� �.mrn , Mirofi 50OX fabric-' Projei/e Provide appropriate transition between stabilized Construction Entrance and Public Right of Way 40' min. " Public Existing 12' min 4" minus Right of I ground v,, crushed clone W y 1 10 min. rod. Plan Note: - Controcto, shall be responsible for the installation, maintenance, and remoMal of a stabilized construction entrance at each conslrucfian entrance for the prober!. The Construction Stabilized Entrance and its continued maintenance shall be a min/mum measure to prevent frocking of sediment off -site. - Controctor to use Wall 500, under stone for temporary construction roods. - Stabilized construction entrances shall be repaired when voids a e BOX filled with sediment. R pair shall include adding odd'lionol 4" minus crushed stone and/or remavo/ of coofaminoled stone. Temporo,�LStobilized. Construction Entrance rs North American Green S75BN Moterio/ Specifications Moteriol Content Erosion control blanket shall be omachine-produced mot of straw IDOLS (5D /bs/sq.yd) (27 k9/m2) 100x agricultural straw. Netting Lena woven, 100%biodegradable lute fib,, The blanket shot/ be of consistent thickness with the'F-w Weignt approximately 1.64 45s/1000 If ven ely distributed aver the entire ar of the mat. The blanket shall be covered on the top side with natural fiber Thread Biodegradable netting having on opproximote 112" X 112" mesh and be sewn together with biodegrodable Ih-,d. Straw erosion con trot blanket shall be 575BN as monufoctured by North American Green, Inc. (872-867-6632) or equi alent. Erosion control blanket no// hove the following properties.Installed os per manufacturers specifications. Erosion Control Matting Soil. and Seeding Notes I Topsail shall half a minimum 4" depth un/ess odditionol depth ,s specified on the plans (including Landscaping design). Topsoil sho// be natural, fertile, liable sot/ representative of local prodctiw soil and free of cloy lumps subsoil or other foreign matter larger than two inch diometer, not frozen ormuddy Acidity range PH 5-7 not less than three (3) percent humus and 5% organics. Samples will be required for approval. All testing costs will be paid by Contractor. 2 sail has be tested to determine o measured phosphorus need and to indicate composition required Commercial ferfilizer shall be o complete plant food containing nitrogen (50% organic) aria Galosh. Use non -phosphorus ferfilizer. 3 Hydra seeding Is the preferred practice for turf establishment Specifications are: Fertilizer: 19-0-19 75 /bs per 1,000 gallons of water Lime: 100 /bs. per 1,00D gallons of water seed.- IMV ,ef mix 5 Ills per 1,000 square feet 71.46% Min. fufuro 3000 Per Rye Gross Germ: 909 14. BI%Min. Dldrosty Toll. Fescue Germ. 90% 9. 74x Min. Creeping Red Fescue Germ: 90R 2 32x Mox, Crop 1. 61% Max. Inert 0. 06% Mox weed Mu/ch.' 300 /bs. per 1,000 gallons of water. 7-hen 5 lbs. per 1,000 gallons of water. Manufacturers tog shall be given to Engineer odd Landscape Architect prior to seeding for approve/. 4. The gross seed may be applied by hand method at a rate of 6 Abs. per 1, 000 sq. ft. 6. If hand seeding, Only straw mulch is to be used and secured br netting either organic or inorganic. if inorganic is used, it must be removed before the first mowing. 7. Starter fertilizer shall be applied at the m nufoMurers suggested rote at the time of seeding Fertilizer application will not be allowed in sensitive areas and adjacent to drainage AgBS as, determined by the Engineer. B. W thing is to be done by the Contractor and is to lost for the duration of the w only period to maintain proper growth. Owner will supply the water, but a// apparatus necessary to apply the water must be furnished by the Contractor (:e. hoses, sprinklers, etc.). 9 Staking of a// tpsoiled areas to control foot traffic will be required. Acceptable stoking materials will/ be grade slakes odd twine or string with flagging attached for visibility 10 A guorontee throagh the first mowing is required with ony sparse or bore oreos forge, than 1 sq It. to be redone. 11 The Contractor is responsible for the first mowing. Afte, the first mowing and prior to the Owner taking responsibility for the /own oreos the Contractor and the Engineer/Owner shall meet to inspect the vegetation establishment 12 The Contractor .sho// test topsoil (UVM soil testing lob 656-3030) to determine proper application rote of time and fertilizer Submit tests to Engineer for approval. 1.i Seeding is permitted from May 15 - .dune 15, and August lb - September 15 Other seeding is possible of other times with prior opprow/ from the Engineer and Landscape Architect. IA Contractor is responsible for all topsoil to complete the project os shownif existing wl me of topsoil /s inadequate the Contractor shall purchase offsite Opproved topsoil as necessoy. NOTb 1. Contractor shall be responsible far the mstoflation, maintenance, one removes/ of silt fence M a// locations shown on the plans. 2 Maintenance shall be performed as needed and material removed when sedmenl reaches half of fobric height. Remove silt fence after successful estobh'shment of vegetation. 3 STt fence she// not be used to demarcate construction limits of disturbance. See Construction Limit Barrier Notes on this sheet. .. Wood stakes driven o -Mirof,100 filter fabric Staple fabric to woad stoke Stoke- ,'-F m 6" (min.) deep trench lay fabric in bottom cover with on -site -,I- f A Flout - II �Bo/last /e' m I /f silt fence is lnstolled when ground Section A —A is frO1Bn• h9-B./a, sand bcllosl must be used down slope side of fence -Mirof 100, filter fabric A attached to stokes on upslape side. e Slrpe 11 1 ( AJ I T,vpicol Temporary Silt Fence RECE `L _- - N IS APR 2 7 2015 City of So. Burlington ^hcckcd _ IOa[c i� TYPE FEE FENCE Zan v.[ FES CHAIN. INK SECURITY FENCE ATE DETAILS ATWRIIMDWRE Swing Gate Detail "0 t, 2 Openings I — 16 ft. wide x 7 ft. high I — 12 ft. wide x 7 ft. high swing gate assemblies. D 47— JaRNadvuwoeia L9 Xxw7 c Zmum A Z. M? FE8 CHAIN LINNFSECURITV FENCE DETAILS MT, Chain Link Fence Detail 7 ft. high chain link- fence with S strand borbeo wire apron on extension arms. IV TS RECEIVED APR 2 7 2015 City of So. Burlington Zonmg District Natural Resources '� + th B g r ` tiNp lNX1L6// .. <x - ari,.,9fa, yr r N% ` 05s03 \ IP°r<e� � TT GOO�YBJ N dddfff /03 Zoning District Parks and 5 B Sion, '9 Zoning District Recreation Neighborhood Nicklaus Street Residential az, � ooSy. soy euru 1 Is r>onn srr�, SouM OBE Sion, Vl 4h - r E a5 sa TT_aB V'\ i _- — I v � 1 IPerN osra-anBo/ Tzz-n�sif' 1 Ex sting comet 'ions '� �� cgaipment he/ter parkpoad Ex, a � va � i I 1 � I� � �113 Dar SreeV .I — Sou S J � o 0310-aJ1]5/ --� Existing water tong with antenna noun lcd on the Zoning District Zoning District j Municipal t Neighborhood Residential Planning and Zoning Information Land Owner Applicant: Champlain Water District Chompfoir Water District 1275 Dorset Street South Burlington, VT 05403 Zoning District: GG�nic po/ Proposed Use Areo: Comm"'cations tower 1. 17 acres Deed Volume 96 page 266-269 Map Slide 431 page 4 x„I Existing communlcation T <. tower and equipment I� . u srrc� (Purr 0..10-01TT5) I 1 l Zoning District I Natural Resources I� I NO teS.' 1 This plan is not o boundary sur y The property fines shown ore based on a Plot of Surrey for Champlain KOter District" by C'vi1 Engineering Associates. Inc. dote April 2.� ?004, recorded in map slide 431 page 4 of the South Burlington fond Records. Ad0'tional information for d'gitol mop i lormahon and boundary evidence found in the field Property fines shown are app-W—fe. 2. The underground utilities shown on this plan are based on visible utilities located sur during a topographic y performed by Krebs & Lansing on Dec. 2, 2Th 014. e Underground power w marked by CND staff on Jan. B, 2015 and observations were recorded 7hesunderground utilities ore cpproximcte and not masted to be exact ar complete. Dig Safe shall be contacted prior to any excowtion. 3 E/ewtions ore based on the NAW BB (Geoid 12A) vertical datum. 4. project Horizontal Coordinates derived from CPS obseiwtion using reference home NA083 (2011) 2010.00 epoch. 5 Drthogrophic image Shown from digital file provided by V rmanf Center of Geographic information, flown in 2013 Dore .ek— L ocotion Mop na, fo =<ak . L e en d 0 Iron Pipe Found 12 Surrey Castro/ Point T Existing Sign Existing Deciduous Tree Existing Evergreen Tree Existing Boring Location O Existing Bou/der ----"---- --.o---- Existing Cont— Approximate Prperty Line Exisfmg bee Line Existing Guardrail —�; C— E sting Chain Link Fence 1-sting Oweheoo' Electric Line/Power Pole Existing Gas Lined Ie —s�� —•— — — �,"d-99-'�S1- Existing rooter LinellHWrontlVa/v/Shuloff — ucP— Existing underground power � M M M � � Exisfmg Zonmg Districts 0 5C" 100' 200* -TOO' Bor_Sco% 1"= RECEIVE APR 2 7 2015 N,F 9J Nick/ous Circle South Burlington, VT 0540-T \ (Porte/ 1222-00091) "3 I 1 I I � I a TBM 2 1 .eao. d NW/y bonnet 49 -w - rDarn o _ - — — I equip n: he/ter w -� ��- - - 7 tm- .r..n d.ve r _ I n — - — 1 /l wo'er I rove, w, h concrete base 1 1 1 ` ex. antennas 1 Mounted on er Iof fork r j IJ AO Isar a. :1 (3) NIF ham oin Water District \ I I/096 PC. 266 k: 17 0cres 200 11I I e.. r,ee e.. woods I I e'rusre. NSF /sho �Estotc J725 Do et Street _ I Sbuih Buv gton, VT 0549Z (Poke/ 0570-7 N/F No M tshom Estate 1225 Dorset Street South Bur/ington, VT 05403 (Parcel 0570-01225) �rM re" 1 .. e Aso � roves �� P3 r /Qa w� -ommu -cations he/(ern See Notes on Sheet X-1: I I I I N/F City of South Burlington 575 Dorset Sfeeet South Burlington, VT 9540.3 1 (Porte/ 0570-01100) 1 4 Park Street L egend Pp, Found - 17 Sur y Control Pont Eisting S'gn Exiling Deciduous Tree Existing Evergreen Tee frvsf�ng Boring Location (J Exahng Bou/der --'moo-- - Existing Contour Approximate Property Llne Exatng Tree Line E"Wh g Guard oil �r --- --0-- Existing Cftn Li k Fence pan ExaGng 0veihead Electric Line/Power Po/e — uca— Exatng underground power e-H0— Existing Gos L1ne/Vo/ve —•- - -—'U-Bw9-'� Existing hoter Line/Nyd amp tve/Shutoh, 0' 20' 40' SO 120' MOMO B0r sC0/e RECEIVE APR 2 7 2015 TBAA 1 N/�bonnet ball Elev = 474. 04' .94 4/27/2015 Krebs and Lansing Consulting Engineers, Inc. Mail - Re: CWD Communications Tower Gma'101 Krebs and Lansing <email@krebsandlansing.com> s_ Re: CWD Communications Tower 1 message Krebs and Lansing <email@krebsandlansing.com> Mon, Apr 27, 2015 at 8:13 AM To: Sheila McIntyre <smcintyre@summitengvt.com> Cc: Richard Pratt <dickp@cwd-h2o.org> Hi Sheila, We will make the copies you have requested and deliver them to CWD this afternoon Thanks, Michael Burke Krebs & Lansing Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 email@krebsandlansing.com / www.krebsandlansing.com On Fri, Apr 24, 2015 at 3:53 PM, Sheila McIntyre <smcintyre@summitengvt.com> wrote: Hi Mike, We are going to apply for our Final City Permit ASAP, even though the Preliminary has not been heard yet, so we can try to hold a spot on the June 2nd agenda. So for this submittal, it will be exactly the same as what we submitted for Preliminary, noting there may be changes following the May 5th hearing. Can you please provide 5 full size sets of the plans (again) and one reduced 11 x 17 set for Final submittal to the City? Let me know when they can be available. Thanks, Sheila McIntyre From: Krebs and Lansing [mailto:email@krebsandlansing.com] Sent: Monday, March 30, 2015 3:10 PM To: Dick Pratt; Sheila McIntyre; Jeremy Owens Subject: CWD Communications Tower https://m ai I.google.com/m ai 1/u/0/?ui= 2&i k= cbf48e9241 &view= pt&search= sent&th=14cfacb96c79b150&si m 1=14cfacb96c79b150 1/2 RECEIVED APR 2 7 2015 City of So. Burlington 4/27/2015 Krebs and Lansing Consulting Engineers, Inc. Mail - Re: CWD Communications Tower Mike is heading to CWD to deliver the plan sets for the City of South Burlington application. Please find enclosed the digital plans for your records. They are bound in the following order: L-1, C-1, C-2, C-3, C-4, X-1, X-2. Best, Erin Harvey On behalf of Michael Burke Krebs & Lansing Consulting Engineers, Inc. 164 Main Street, Suite 201 Colchester, Vermont 05446 (802) 878-0375 email@krebsandiansing.com / www.krebsandlansing.com https://m ail.google.com/mai 1/u/0/?ui= 2&i k= cbf48e9241 &view= pt&search= sent&th=14cfacb96c79b150&si m 1=14cfacb96c79b150 2/2 RECEIVED APR Z 7 2015 City of So. Burlington Engineers + Surveyors + Planners + Landscape Architects March 31, 2015 Development Review Board City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Champlain Water District, 1215 Dorset Street, Proposed Health and Safety Communication Tower — Preliminary Review Dear Board Members: On behalf of Champlain Water District (CWD), I am submitting an application for Preliminary Plan Review for a project located at the CWD parcel at 1215 Dorset Street. The parcel is a 1.17 acre lot that supports the CWD Municipal Water Storage Tower. Currently, there are whip antennas mounted on the top of the tank to provide communication services including CWD Supervisory Control and Data Acquisition (SCADA), South Burlington Police and Fire and Rescue. The height of the existing tank is approximately 135 feet. The CWD Water Storage Tower requires renovations. In preparation for those renovations, the existing public health and safety antennas must be removed from the tank and relocated to remain in service. This proposal involves the construction of a new guyless, self supporting lattice tower that will support all of the existing City health and safety communication antennas for this area. Existing antennas from the water storage tank will be moved to the new tower prior to the planned 2016 water tank renovations. The tower will not be used for any private or commercial antennas or services. In addition to the new tower, other site improvements will include a support building with associated utilities, and an improved gravel drive and pervious pavement to support construction and maintenance vehicles. The site is not regularly staffed, and operates 24 hours per day. There will be no increase in regular traffic to the site. The existing driveway will be used for access with no alteration to the intersection. There is currently a City -owned communication tower located on an adjacent lot to the south. The existing tower is located approximately 60 feet from the CWD property, as shown on the site plan. It is approximately 110 feet in height. The existing tower is currently not in use. As part of this project, the tower can be retired and the structure and guy wires removed. This proposal was presented to the DRB at Sketch Plan review on March 3, 2015. Since that time, the design has progressed and modifications have been made in response to the Sketch level 1233 Shelburne Rd., C-2, South Burlington, VT 05403 Business (802) 658-5588 Fax (802) 658-3629 DRB Preliminary Review 3131115 Page 2 review. The height of the proposed tower has been decreased to the extent possible. The current tower design is now 180 ft in height. With the whip antennas and supporting foundation, the maximum height of the structure is 190 ft above the finished grade. The DRB had reviewed several visual simulations of the proposed improvements. The simulations have been updated to illustrate the current design and a new simulation has been included to reflect the view of the project site from the north side of the CWD parcel. A landscaping plan has also been provided. Per City standards, the landscaping budget is based on the building cost ($40,750.00 x 0.03 = $1,222.50). The proposal includes a landscaping budget of $11,925.00 to mitigate visual impacts. The Landscaping Plan and Cost have been included for your review and consideration. Planned Unit Development Standards: A(1) The CWD site has an existing water service on site. The site is not occupied by staff and there is no new demand. A(2) Please refer to the plans for existing and proposed grades, and sediment and erosion controls. A(3) The site is not staffed but operates 24 hours per day. Traffic to the site is associated with maintenance and security visits. There is no anticipated increase in traffic. The existing drive will be used for access off of Dorset Street. A(4) There are no known habitats or environmentally sensitive areas or other features identified in the Open Space Strategy. A(5) The proposed safety communications tower is located on a municipal parcel. The tank on this parcel currently serves to support communications antennas. The tank is located immediately to the north of the tower site. There is a City -owned tower on the adjacent parcel to the south, approximately 60 feet from the CWD parcel. The tank and the existing tower are approximately 135 ft and 110 ft respectively. The CWD parcel is zoned as Municipal and the proposed tower will only serve municipal health and safety communication needs. No private uses will be allowed. A(6) Not applicable. DRB Preliminary Review 3131115 Page 3 A(7) The proposed project plan has been submitted to the South Burlington Police Department and the South Burlington Fire and Rescue for review and comment. A(8) The site has restricted public access and is protected by fencing, signage, and security cameras. Access to the site is not encouraged and no pedestrian sidewalks, recreation paths, or bike facilities exist or are planned. Utility lines are buried as shown on the site plan. Landscaping is proposed in compliance with City standards and in a manner to enhance screening and adds interest to the primarily open municipal site as shown on the landscaping plan. A(10) The Planning and Zoning Staff has found that the tower will have little impact on density of the Southeast Quadrant and little impact on the open and special character of the SEQ. (see Sketch Plan Comments). The project is a relocation of an existing use on a municipal lot that is zoned for municipal use. Site Plan Review Standards: B(1) As noted above, public access to the site is not encouraged and adequate vehicle access, circulation and parking is available for periodic use related to maintenance and security. B(2) See B(l) above B(3) The height of the tower has been decreased since Sketch Plan Review to the extent practical for safety and function (180 feet). With the foundation and antennas, the maximum height will be 190 ft above grade. The existing water tank is approximately 570 feet above sea level. The top of the tower will be 622 ft above sea level. The Planning and Zoning Staff have found that the proposed new tower will be compatible with the scale and height of the existing tank on the site. (see Sketch Plan comments). B(4) Public utilities serving the site will be underground as detailed on the project plans. C(1) The proposed building is a "sand" colored beige as shown in the attached catalog cut and in the visual simulations. It is 216 sf and 9 ft in height. The tower is a lattice structure and does not have guy wires like the existing tower on the adjacent lot immediately to the south. Refer to the landscaping plan for screening and buffers. C(2) The proposed structures are compatible with existing structures on site (water tank) and existing structures on adjacent parcels (communication tower). The proposed project meets all standard lot coverage and setback standards for the Municipal District, however; the proposed antenna exceeds the maximum building height restrictions of DRB Preliminary Review 3131115 Page 4 35/40 ft for this district. As such, CWD is requesting a waiver of the height restriction to allow for the proposed improvements to municipal health and safety communications. Further, CWD is also requesting approval of a barbed wire fence as a matter of public health and safety. In addition to the specific standards of review set forth in the Land Development Regulations, the DRB expressed interest in the purpose, need and cost of the project. Please refer to the enclosed "Justification" document dated 3/31/15 for further information and background related to the Public Safety and Communication Tower project. Enclosed please find the signed Preliminary Plan Application, five full size copies and one reduced copy of the plans, , a site location map, an elevation of the tower design, three colored visual simulations, a landscaping cost matrix, and a list of adjoining property owners. Also included for your consideration is a catalog cut sheet of the utility building and the proposed lighting fixture for the building entrance. We understand that application fees are waived for municipal projects. If you have any questions about the materials provided, please do not hesitate to contact me. Sincerely, Sheila McIntyre Environmental Planner "", . Champlain Water District VERMONT I{{ .I Vermont Agency of Natural Resources vermOnt.gOv U UU.UU IV I .0 IVIClClb ulot, IIVICIN. , IIlb Iliac! ro ,UI ycuc,a, i c,a,c„cc only. Uaia lay— u,a—pvN ' on this map may or may not be accurate, current, or otherwise reliable. ANR and the State of Vermont make no representations of any kind, including but not WGS_1984_V,!eb_Mercator_Auxiliary_5phere ill= 313 Ft. 1em = 38 Meters limited to. the warranties of merchantability, or fitness for a particular use, nor © Vermont Agency of Natural Resources THIS MAP IS NOT TO BE USED FOR NAVIGATION are any such warranties to be implied with respect to the data on this map. jV %T Concord Alb arey 0 Parcels (where available) Town Boundary • 1.17 Acre Parcel to Support Proposed Public Safety Communications Tower IYi # a See m a N c�3 y J C o J � d d d O O Z Z Z p N N Z iy r ° w € fn 13 o & e ISO —Oft I 1� 11 ault] 160.0 ft , I y� 140.Oft 120.0 ft /1 100.0 ft i i 0 60.0 ft 40.0 It DESIGNED APPURTENANCE LOADING — - TYPE— - N �LEVATIO- TYPE ELEVATION 15' LRE with 4' lightning rod (emF7.75') I _ --__. _:___ Beacon -- 180 ..__ 180 - -- -- Pipe mount 135 ----- — ODU 1Z' x 11" x 4" 135 HPD2-4.7 135 ANTI50F2 160 ODU 12" x 11" x 4" 130 DB6W 180 PR-9W --------- _ 130 a Pivot Side Arm (5(r pipe) 180 3' Pivot Side Arm (50" pipe) 130 ANT44OFS 180 Pipe mount 130 6' Pivot Side Arm (5(" pipe) 180 HPD2.4,7 130 Intreprid 2.4 Ghz Panel 180 Pipe mount 120 DB636 180 ODU IT x 11"x 4" 120 _ 8' Pivot Side Arm (50" pipe) 180 HPD2.4.7 120 PR-900 170 B' Pivot Side Arm (5(Y' pipe) 110 3' Pivot Side Arm (50" pipe) --- 170 _ ANT150F6-150-174 MHZ 110 PR-900-- 170 6' Phrot_Side Arm (5(Y" pipe) 110 3' Pivot Side Arm (5(" pipe) 170 _ Pipe mourn ^ 110 ANT93OY10-WR _ 150 ODU 17'xt1"x4" 110 ANT94oF10 150 DB636 110 6' Pivot Side Arm (50" pipe) 150 HPD2-4.7 110 PTP5.8 150 DBOW 80 DB636 6 Pivot Side Arm (W' pipe) 150 150 6' Pivot Side Ann (50" pipe) ANT150176-150-174 MHZ 80 60 ANT450Y1(l-WR 140 8' Pivot SidaArm jW- ' pipe) Pipe mount 80 3' Pivot Side Ann (517 pipe) 140 ANTI50F6-150.174 MHZ 140 --- ODu 1T x 11" x 4' ---- 80 5 Pivot Side Arm (50" pipe) 140 I HPD2-4.7 _... . 80 MATERIAL STRENGTH IA572-58 i58 ksi 75 ksi A572-50 50 ks _ 85 ksi TOWER DESIGN NOTES 1. Tower is located in Chittenden County, Vermont. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 90 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 40 mph basic wind with 1.00 in ice. Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class 111. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING: 96.8% ALL REACTIONS AREFACTORED MAX. CORNER REACTIONS AT BASE. DOWN, 165 K UPLIFT. -145 K SHEAR: 17 K AXIAL 145 KK SHEA/— J ' MOMENT 8 KJ_ 839 kip-ft TORQUE 1 kip-ft 40 mph WIND - 1.0000 in ICE AXIAL 22 K SHEAR MOMENT K 24 ! 2179 kip-ft TORQUE 2 kip-ft REACTIONS - 90 mph WIND Quotation Vc�IMOI"it at 1545 Pidco Drive P�)ect U-16 x 180',--CWD C4VD water Tank Site, VT STRUCTURES Plymouth, IN 46563 client The Radio North Grou Drawn by: CRF1 Ap''d: 'almont Structures, Inc. - Specialty Structures Group Phone: (574) 936-4221 code' TIA-222-G Data: 03/12/15 9caie: NTS FAX: 574 936-6458 Path: I DW9 No E-1 VIEWPOINT 1 - EXISTING CONDITIONS View looking north from Nowland Farm Nowland Farm Road in South Burlington, VT. The existing water tower and lattice tower are visible beyond the gaff course clubhouse. Photograph taken at 1:27 pm on February 27, 2015 Dorset Street Public Safety Communications Tower CWD Project #C101 March 3, 2015 f y TL FkI. q , tiF � �• . i a Nowland Farm Road South Burlington, VT Distance to Site: 3.2.61..t (..] NIMs) Nikon D7000 04W Singh Len. R.fb. Comer. vhcmgr.ph liken .135— %c.l I.noh leppr.A—ly eww W d b e some bc.l lenph .n a 96mm SLR flm cmm�l Viewing Instructions The im &tod im.g, is.t proper pwep.c&, xh vi d d 17 .5 Inch.. I.m th. rye or. a d-b of epprov"*2 tlmea tlre'm.ge h.lght T. J. Boyle AssociotesM iantlY.ape crc'-N!xh " pl>Wng ccMYOnh s VIEWPOINT 1 - SIMULATED CONDITIONS View looking north from Nowland Farm Nowland Farm Road in South Burlington, VT. The antenna on the water tower and the lattice tower have been removed, and the proposed tower is visible at center. Photograph taken at 1:27 pm on February 27, 2015 Dorset Street Public Safety Communications Tower CWD Project #C101 March 3, 2015 Nowland Farm Road South Burlington, VT Distance to Site: a ze=_ kat (.a2 Mikar Nikon D7000 Digitd singk lens Relkx Camera Ph,Ngraph taken at 35mm kcal kngtA (approximately .w—kM to a Sgmm kcal length on a 35mm SLR ftm camera) Viewing Instructions The a malnted imps hi M proper perspective when viewed el 17.5 nchas hom the qe or at a tf-- of eppr.1h,.1* 2 times the -mega height i T. J. Boyle Associates �arrclu;ape crcntteefe • obrv%M cc+wson+s VIEWPOINT 2 - EXISTING CONDITIONS View looking southwest from Dorset Street and Nicklaus Circle in South Burlington, VT. The existing water tower, antennas atop the water tower, and the existing lattice tower are visible in the foreground. Photograph taken at 1:32 pm on February 27, 2015 Dorset Street Public Safety Communications Tower CWD Project #C101 March 3, 2015 Dorset Street South Burlington, VT Distance to Site: ]10 M1er (-10 k1iM4 Nikon D7000 oigW Singh L.RefN 0— Phategrephbken.35—f .l YngM(eppmxirrobly coMm to a 50mm fb,W Wglh one 36mm SLR flm .-te) Viewing instructions Th s Ul.t i—,p 4 et Proper penP.c . rh.n viswxC et '.. 17.5 mhee hom Ms year rt e eat — 0 epproximet* 2 times the imps height ' T. J. Boyle AssoclatesgM ana.�x c:cv!xre • P�nr+n9 cc,wxnnn UAW. , -40 VIEWPOINT 2 - SIMULATED CONDITIONS View looking southwest from Dorset Street and Nicklaus Circle in South Burlington. VT The antennas on the water tower and the lattice tower have been removed, and the proposed tower is visible at center. Photograph taken at 1:32 pm on February 27, 2015 Dorset Street Public Safety Communications Tower CWD Project #C101 March 3, 2015 Dorset Street South Burlington, VT Distance to Site: 710 f.el (.13 M"q Nikon 07000 D4W S gl. Lies Rena f.me,. Phafegrph pb.n C JSmm b W kno Iapml.Oteb aq,Aabn! W a 50— b W length m a 06mm SLR ebm Viewing Instructions Tl amAb d p u M props w.p.chv. x .n v—d e 17.61ncM. by M eye or rt a 6.bnc. of epprvapnM.f/ 2 tl .th.'m.p h'ghr T. J. Boyle Associates ianN.�Pe cK.-acre . ger+tlnq u,ewcros VIEWPOINT 3 - EXISTING CONDITIONS View looking southwest from Park Road in South Burlington. VT. The existing water tower and antennas atop the water tower are visible in the middle ground. Photograph taken at 12:55 pm on February 23, 2015 Dorset Street Public Safety Communications Tower CWD Project #C101 March 3, 2015 r � k F Q - _ Park Road South Burlington, VT Distance to Site: — r.e(z..t . Nikon D7000 oq.W s gr. L.r. R.n.. c..,.r. an.fn Vbk.n M35r—rxd drgf (,pW irn-ly .piiraMM b.50m k d r.ngth on a ]Smm SLR rkn Viewing Instructions TM.h ktd..g. 1. M VrW.r g.rap.,W. w.n vi dM 11.5 rrch.. k.m N. y... M. cf —or.pgrmim *2 t—M. un.ga Mgr l T. J. Boyle AssoclatesA iantlY.aP. erenM.cfe . pgminq cc�aMenh 'rr VIEWPOINT 3 - SIMULATED CONDITIONS View looking southwest from Park Road in South Burlington, VT. The proposed tower is visible in the middle ground. Photograph taken at 12:55 pm on February 23, 2015 Dorset Street Public Safety Communications Tower CWD Project #C101 March 3, 2015 Park Road South Burlington, VT Distance to Site: Nikon D7000 Digits[ Singh Lens Retle, tamale Fhomgreph taken et 35mm kcal kngch iapprax metdy e W.w. the SO— bcal length on a 35mm SLR rim tamers[ Viewing Instructions The e—k- mega le et Pra paraPechvs — vi d 0115'irches hem tM1a sys.or eta 4ate111 of ePProv met* 2 times Ne mega M1a ght T. J. Boyle Associates �:mara� cK,axn • PbnNn9 �cnswrcros CWD TOWER - MIDDLEBURY, VT Landscape Mitigation Cost Estimate Prepared by: T.J. Boyle Assosciates, LLC PLANTING LIST PUNT 10 MD MALUS'Donald Wyman' Donald Wyman Crab 2' Cal. B&B Medium 18, 6 PA PICEA abies Noway Spruce 7'Ht. B&B Medium 60-70' 1 PA2 PICEA abies Norway Spruce 12' Ht. B&B Medium 60-70' 16 PG PICEA glauca Vtifi Be Spruce T HL B&B Medium 60-70' 2 PS PINUS strobus Eastern White Pine 6' Ht. B&B Fast 75' 35 PLANTING COST ESTIMATE March 2015 MATERIAL COST LABOR COST UNIT cosT(Material and Labor) TOTAL PRICE $ 159.00 $ 238.50 $ 397.50 $ 3,975.00 $ 125.00 $ 187.50 $ 312.50 $ 1,875.00 $ 230.00 $ 345.00 $ 575.00 $ 575.00 $ 125.00 $ 187.50 $ 312.50 $ 5,000.00 $ 100.00 $ 150.00 $ 250.00 $ 500.00 Sub total $ 11,925.00 Total Cost Estimate $11 925.00 (Page 1 of 1) south ; .e PLANNING & ZONING Permit Number SD- - 65, (office use only) APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) Champlain Water District (CWD), 403 Queen City Park Road, South Burlington, VT 05403 #(802) 864-7454 (p)#(802) 864-0435 (f) 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #)_Vol. 96, Pg. 266 - 268 3) APPLICANT (Name, mailing address, phone and fax #)_Champlain Water District (CWD), c/o Richard A. Pratt, P.E., 403 Queen City Park Road, South Burlington, VT 05403 #(802) 864-7454 (p) #(802) 864-0435 (ff) _ 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Owner, Fee 5) CONTACT PERSON (Name, mailing address, phone and fax #)_Sheila McIntyre, Summit Engineering, Inc., 1233 Shelburne Road, C-2, South Burlington, VT 05403 #(802) 658-5588 5a) CONTACT EMAIL ADDRESS Smcintyre@summiten..,vt�com 6) PROJECT STREET ADDRESS:_1215 Dorset Street, South Burlington on 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 54-0570-1215 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): The existing CWD Water Storage Tower supports existing public health and safety communication antennas. Because the tank requires renovations, the communication antennas need to be relocated. South Burlington Police, Fire and Safety, and CWD Supervisory Control and Data Acquisition (SCADA) communication antennas are currently located on the tank. A new communications tower is 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com proposed on site to support CWD SCADA, Police, and Fire and Safety communication antennas. The proposed tower is approximately 200 feet in height and includes a 216 sf, 9 ft tall support building_ There is a City -owned communication tower on the adjacent lot, approximately 60 ft from the CWD lot. It is currently not in service. The 110 ft high structure and ,guy wires can be retired and removed as part of this nroiect. b) Existing Uses on Property (including description and size of each separate use) Municipal Water Storage Tank and SCADA radio communications, Public Health and Safety Communication Antennas, and support structures. c) Proposed Uses on property (include description and size of each new use and existing uses to remain) —Existing uses to remain, No new uses. Municipal Water Storage Tank, Public Health and Safety Communications Antennas, and support structures, including a new self supporting; guyless tower to support the communication antennas. d) Total building square footage on property (proposed buildings and existing buildings to remain) _217 sf e) Proposed height of building (if applicable) Tower — 200 ft, Building- 9 ft. f) Number of residential units (if applicable, new units and existing units to remain) Not applicable._ g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable)—CWD is requesting a waiver of height restrictions for the 200 ft tower. Municipal District setbacks will be upheld (50 feet front setback, 15 feet side setback, and 30 ft rear setback)._ Also, CWD is requesting approval of the use or barbed wire fencing as a matter of public health and safety. 9) LOT COVERAGE a) Building: Existing_0.05 % b) Overall (building, parking, outside storage, etc) Existing_12.4 % Proposed_0_5 % Proposed_14.7 % c) Front yard (along each street) Existing_28 % Proposed_28 % Sketch Plan Application Form. Rev. 12-2011 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) —N/A 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) No new municipal services are proposed Existing power and communication lines on site will be extended to the new support building and tower as noted on the site plan. A new gas line is also proposed. 12) ESTIMATED PROJECT COMPLETION DATE December 31, 2015 13) PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy of the plans must be submitted. The application fee shall be paid to the City at th time o submitting the applicat�IIN . See the City fee schedule for details. NVTN TIFICA of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. n A OL�-- SIGNATURE OF APPLICANT 0 k Or-- SIGNAT OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: . 6 I have reviewed this sketch plan application and find it to be: Sketch Plan Application Form. Rev. 12-2011 R Complete ❑ Incomplete fficer The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Sketch Plan Application Form. Rev. 12-2011 SU�Ol`!MIT ENGINEERINC, lY2C�Ft Engineers + Surveyors + Planners + Landscape Architects Dear Neighbors, I am writing on behalf of the Champlain Water District (CWD). As neighbors to CWD, you are considered "Adjoining Property Owners" and as such, we are notifying you of an upcoming project that CWD plans to undertake later this year. As you have likely observed, CWD owns a large municipal water storage tank on their property at 1215 Dorset Street. The water tank has the dual function of water storage for the City as well as supporting communications antennas that are used for public safety. This includes antennas used by CWD, the South Burlington Police Department, and South Burlington Fire and Rescue. CWD is scheduled to conduct a maintenance and renovation project on the water supply tank. To accomplish this work, the existing antennas need to be removed and relocated to maintain public safety communications. CWD is proposing to construct a tower on their site to permanently relocate the antennas off of the tank. This tower is for use by these public entities only, and will not be available for use by private interests. As part of this project, a small utility building will also be constructed to house operating equipment. Access to the site will be from the existing driveway that currently leads to the tank. As part of the proposal, the plan will be reviewed by the City of South Burlington Development Review Board at a public meeting on Tuesday, March 3, 2015 as noted in the attached agenda. The Sketch Plan and application are available for review at the South Burlington Planning and Zoning office, but if you should have any questions, please feel free to email me at smcintsummitengvt_._com. Sincerely, Sheila McIntyre Environmental Planner 1233 Shelburne Rd., C-2, South Burlington, VT 05403 Business (802) 658-5588 Fax (802) 658-3629 1. Additions, deletions, or changes in order of agendajtems. 2. Comments and questions from the public no%rlated to the agenda. 3. Announcements 6. Sketch ( sa itcati n #SD 08"'of Ci Mplain H ", cod a 24 room + 'i del to a ianit multi -farrier m Hergenrother for lackRock 2) general office buildings of 18,500 to,exparl::nonconforming single family f q §'-10� & 19' X 19'-6" and re to'-ntain a 772 sq. ft. accessory Trust for a planned unit development to g, 1200 Shelburne Road. 7. Final`v)a application #SD ,-04 of Willowbrook Homes, LLC for a planned unit development consisting nf;1) the subdiviii6h of a 31 87,acre parcel developed with one (1) single family dwelling into two (2)14.10t of 5.0 acres arrd,26.87 aer s and, 2) developing the 5.0 acre parcel with nine (9) single family dwflings, 1675 Dorset Street. 8. Sketch plan applicatro #SD-15 05 of Champlain Water District for a planned unit development to amend a previously approv6 plan for a 2.1 million gallon water storage tank. The amendment consists of: 1) constructing i '200 ft. high communications tower, and 2) constructing a 216 sq. ft. support building, 1215 Dorset Street. 9. Minutes of March 4, November 4, 2014, & February 17, 2015. 10. Other business. Respectfully Submitted, r, TO: South Burlington property owners SUBJECT: Application before the Development Review Board for an abutting property The enclosed Development Review Board public notice or agenda is being sent to you because you have been identified as an abutting landowner to a proposed land development listed on the attachment. The distribution of this information to the abutting landowners is required by state law. You are encouraged to attend and participate in the public hearing as participation in the local proceeding is a prerequisite to the right to take any subsequent appeal. Should you have any questions about the proposal, or wish to view the submittals, please contact the South Burlington Department of Planning & Zoning. They can be reached at (8022) 846-4106 or at City of South Burlington, Department of Planning & Zoning, 575 Dorset Street, South Burlington, VT 05403. Approved for Distribution by South Burlington Department of Planning & Zoning CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 18th day of February . 2015, a copy of the foregoing public notice for Sketch Plan Review [type of application] #SD-15-05 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: Ila M. Isham Estate, 1225 Dorset Street, South Burlington, VT 05403 (parcel 0570-01225) Alice Outwater, 26 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00026) James & Donna Antell Trust, 28 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00028) Patricia J. Kleppinger, 901 Nebraska Valley Road, Stowe, VT 05672-4703 (parcel 1222-00056) Wedgewood Development Corp., 41 Gauthier Drive, Suite 1, Essex Jct., VT 05452 (parcels 1222- 00057; 0059; and 0089) William & Karen V. Whitby, 58 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00058) Bill & Cheryl Farley, 91 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00091) City of South Burlington, 575 Dorset Street, South Burlington, VT 05403 (parcel OS70-01100) Dated at South Burlin on[town/city], Vermont, this 181h. day of February. 2015. Printed Name: Sheila McIntyre Phone number & email: (802) 658-5588 smcintyre0summitengvt.com Signature:Date: 2 18 15 Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 CITY OF SOUTH BURLINGTON CERTIFICATE OF SERVICE I hereby certify that on this 18th day of February 201S ,a copy of the foregoing public notice for Sketch Plan Review [type of application] #SD-15-05 [application number], was sent by U.S. mail, postage prepaid to the owners of all properties adjoining the subject property to development, without regard to any public right-of-way, and including the description of the property and accompanying information provided by the City of South Burlington. I further certify that this notification was provided to the following parties in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations: List of recipients: Ila M. [sham Estate, 122S Dorset Street, South Burlington, VT 05403 (parcel 0570-01225) Alice Outwater, 26 Nicklaus Circle, South Burlington, VT OS403 (parcel 1222-00026) James & Donna Antell Trust, 28 Nicklaus Circle, South Burlington, VT OS403 (parcel 1222-00028) Patricia J. Kleppinger, 901 Nebraska Valley Road, Stowe, VT 05672-4703 (parcel 1.222-00056) Wedgewood Development Corp., 41 Gauthier Drive, Suite 1, Essex Jct., VT OS452 (parcels 1222- 00057; 0059; and 0089) William & Karen V. Whitby, 58 Nicklaus Circle, South Burlington, VT OS403 (parcel 1222-00058) Bill & Cheryl Farley, 91 Nicklaus Circle, South Burlington, VT O5403 (parcel 1.222-00091) City of South Burlington, 575 Dorset Street, South Burlington, VT OS403 (parcel 0570-01100) Dated at South Burlington [town /city], Vermont, this 18th. day of February 2015. Printed Name: Sheila McIntyre Phone number & email: (802) 658-SS88 smcintyre@summitenUt.com Signature: Date: 2/18115 A Remit to: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 ADJOINING PROPERTY OWNERS Protect Site Champlain Water District, P.O. Box 2085, South Burlington, VT 05407 (parcel 0570-01215) Adioiners Ila M. Isham Estate, 1225 Dorset Street, South Burlington, VT 05403 (parcel 0570-01225) Alice Outwater, 26 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00026) James & Donna Antell Trust, 28 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00028) Patricia J. Kleppinger, 901 Nebraska Valley Road, Stowe, VT 05672-4703 (parcel 1222-00056) Wedgewood Development Corp., 41 Gauthier Drive, Suite 1, Essex Jct., VT 05452 (parcels 1222- 00057; 0059; and 0089) William & Karen V. Whitby, 58 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00058) Bill & Cheryl Farley, 91 Nicklaus Circle, South Burlington, VT 05403 (parcel 1222-00091) City of South Burlington, 575 Dorset Street, South Burlington, VT 05403 (parcel 0570-01100) Other Parcel 1222-0000 is located immediately north of the site and is not included on the Grand List. It is presumed to be common land of Nicklaus Circle and therefore, individual landowners on Nicklaus Circle have been included above as "adjoiners". Engineers + Surveyors + Planners + Landscape Architects January 30, 2015 Development Review Board City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Champlain Water District, 1215 Dorset Street, Proposed Health and Safety Communication Tower Dear Board Members: On behalf of Champlain Water District (CWD), I am submitting an application for Sketch Plan Review for a project located at the CWD parcel at 1215 Dorset Street. The parcel is a 1.17 acre lot that supports the CWD Municipal Water Storage Tower. Currently, there are whip antennas mounted on the top of the tank to provide communication services including CWD Supervisory Control and Data Acquisition (SCADA), South Burlington Police and Fire and Rescue. The height of the existing tank is approximately 135 feet. The CWD Water Storage Tower requires renovations. In preparation for those renovations, the existing public health and safety antennas must be removed from the tank and relocated to remain in service. This proposal involves the construction of a new guyless, self supporting tower that will support all of the existing City health and safety communication antennas for this area. Existing antennas from the water storage tank will be moved to the new tower prior to the planned 2016 water tank renovations. The new tower will be approximately 200 feet in height to reach other municipal communication services. The tower will not be used for any private or commercial antennas or services. In addition to the new tower, other site improvements will include a support building with associated utilities, and an improved gravel drive and pervious pavement to support construction and maintenance vehicles. The site is not regularly staffed, and operates 24 hours per day. There will be no increase in regular traffic to the site. The existing driveway will be used for access with no alteration to the intersection. The proposed tower will be an open lattice structure that has no guy wires. A preliminary design of the structure is provided as a representation of the type and style of tower proposed. There is currently a City -owned communication tower located on an adjacent lot to the south. The existing tower is located approximately 60 feet from the CWD property, as shown on the site plan. It is approximately 1.10 feet in height. The existing tower is currently not in use. As part of this project, the tower can be retired and the structure and guy wires removed. 1233 Shelburne Rd., C-2, South Burlington, VT 05403 Business (802) 658-5588 Fax (802) 658-3629 I DRB Sketch Plan 1130115 Page 2 The proposed project meets all standard lot coverage and setback standards for the Municipal District, however; the proposed antenna exceeds the maximum height restrictions of 35/40 ft for this district. As such, CWD is requesting a waiver of the height restriction to allow for the proposed improvements to municipal health and safety communications. Further, CWD is also requesting approval of a barbed wire fence as a matter of public health and safety. Enclosed please find the signed Sketch Plan Application, five full size copies and one reduced copy of the plans, a schematic elevation of the tower design, a site location map, and a list of adjoining property owners. We understand that application fees are waived for municipal projects. If you have any questions about the materials provided, please do not hesitate to contact me. Sincerely, h—z� P'� L� �— Sheila McIntyre Environmental Planner 1000 1 l LOADING APPURTENANCE ELEVATION DESIGNED ELEVATION Side Arm (`10 pip 17s :. 3' TYPE Pivot 'o1 ODU (10.5" x 10.5 x 3.5" assumed) 4' lightning rod 175 175 15' LRE with __... ......................................_...............................__.........._.............................___..._..._......_ HPD2-4.7 ............ g' Pivot Side Arm (50" Pipe) MHZ SO ANT150F6-15C-174 1�...... _................ ....._-............._. ANT940F10_. __ €8' Pivot Side :: pipe) ...............__...._ ................. pipe)_.. 160 ............._._. _.......... ........ 180 ..............._' ................_._ ANT150.F8-150-'174_MHZ._,.,___................... .___..._ .. _....... ANT930Y10-WR i1 60 .._.._..._--_..._ D863GC...._...._._.--._........-_..__....__..______-*..._......__......__ ;..........80 i6' Pvot Side Ann.l50.._?�Pe)•._.._..........................................._.............. 180 —,,..__. ...._......... g Pivot Side Arm (50" WPe r Ghz Panel 145 145 intrepri. 2.4 ................ .......... .........................1 ......... .....80 I ANT440F6 5g pipe) _.._..,_•___.-.--- !:: i e 1....................._.............._.._........ : 8' Pivot Side Arm :6' Pivot Side .Ar..... .....P P.) ..............._-- _ H t.................. ..................175................__....................._...':ppU�110�5•x10.5"x3b"assumed) PR-900........._...._.........................__ ._. 175 3' pivot Side Arm l50" PiPe) 175 DB636-C ----- '`---_ : PTP5.8 175............_............_-__.... i HPD2-4:7-_`......._............__._--_.._---- ,PR•900-.__.................._..... _.__.............._. _._._._.. t..........................._ STRENGT Fu.._.•._ ..... MATERIAL .__- GRADE..._..____.........-FY.............. FU..___—____..... ksi GRADE_1 ............_FX ..__....___-_....... — A36 75 ksi A572-58 58 ksi 65 ksi ` ,A572-50 50ksi _.-....____.._....__ .._...: _......_......._�- DESIGN NOTES TOWER 1, Tower is located in Chittenden county, Vermont. B to the TIA-222-G Standard. with the TIA 222-G Standard. to increase Exposure 2. Tower designed for Expo h basic wind in accordance b basic wind with 1.00 in ice. Ice is designed Tor a90 r considered 3. Tower a mph is also designed q Tower in thickness with height. on a 60 mph wind. based up 5. Deflections are 6 Tower Structure Class Il with Crest Height of 175.00 ft 7. Topographic Category e RATING: 95.1 /o S. TOWER W s, t ALL REACTIONS eoon.. ARE FACTORED CORNER REACTIONS AT BASE: MAX. DOWN: 162 K UPLIFT: -145 K > SHEAR: 15 K 40_ 0 _tt ; I AXIAL 137 K SHEAR MOMENT 931 kip ft 1 . 8 K i a I TORQUE 1 kip tf 20_lt 1, 40 mph WIND - 1.0000 in ICE AXIAL 20 K MOMENT SHEAR 1883 kip- ft 21K TORQUE 4 kip-ft o on� 1�61 _...... mph WIND REACTIONS - 90 p V 1545 Pidco Drive Plymouth, IN 4656' ST Phone: (574) 936-4221 511 Structures, Inc. - Speolaity Structures Group FAX' (5741 936-64 Quotat�168-01 C w p Wei dank Ske, VT' ect: V.14 X 180 - Dr; : Al., Radio N Gr CRFPP nt Dte o1n91lsls.' Cha mplain amplain Water District v L'ROTi Tt t 1- Vermont Agency of Natural Resources VE•rmOnt.gOV 1.7 1 .1/ V �V.V V 1 J I. V IVICLCI S UIOUL)�IIVIC M. 1 m6 map is ror general reference oniy. uata layers inai appear --t on this map may or may not be accurate, current, or otherwise reliable. ANR and WGS_1984_Web_Mercator_Auxiliary_Sphere 1" = 393 Ft. 1cm = 3S Meters the State of Vermont make no representations of any kind, including but not limited to, the warranties of merchantability, or fitness for a particular use. nor OO Vermont Agency of Natural Resources THIS MAP IS NOT TO BE JSED FOR NAVIGATION are anv such warranties to be implied with respect to the data on this map. Tr , I I"N— t1{:iFT�}-ti ct 4 4't s'-'w4 i AllbA.njr' 0 Parcels (where available) Town Boundary 1.17 Acre Parcel to Support Proposed Public Safety Communications Tower PUBLIC HEARING SOUTH BURLINGTON, DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, March 16, 2004, at 7:30 P.M. to consider the following: 1. Preliminary plat application #SD- 04-10 and final plat application #SD-04-11 of City of South Burlington to amend a planned unit development consisting of a 115- foot high 1,500,000 gallon water storage tank. The amendment con- sists of expanding the water tank to 2,100,000 gallons and increasing the height to 150.5 ft, 1215 Dorset Groot 2. Preliminary plat application #SD- 04-08 and final plat application #SD-04-09 of City of South Burlington to amend a planned unit development consisting of a. 500,000 gallon water storage tank. The amendment consists of adding a second 500,000 gallon water storage tank, 23 Harbor Ridge Road. 3. Final plat application #SD-04-13 of F & M Development Co, LLC to amend a planned unit development consisting of: 1) 283 residential units in six (6) buildings, 2) subdi- viding two (2) parcels of 24.458 acres into eight (8) lots, 3) a 90,000 sq ft building which will include 11,000 sq ft of retail, 150 seat 7500 sq ft restaurant, 70,000 sq ft general office, 2500 sq ft drive -in -bank, and ten (10) resi- dential units, 4) a 7200 sq ft addi- tion to an indoor recreational facil- ity, and 5) an existing 16,000 sq ft television studio & office building. The amendment consists of the substitution of exterior siding materials on a portion of the build- ing, 409 Farrell St. Copies of the applications are available for public inspection at the South Burlington City Hatt. John Dinklage, Chairman South Burlington Development Review Board February 25, 2004 J Forcier Aldrich & Associates, Inc. Consulting Engineers LETTER OF TRANSMITTAL Transmitted to: Attention: James S. Chase Company. Ormond Bushey & Sons, Inc. Address: 2 Bushey Lane Essex Jct., VT 05452 We transmit: FN Herewith ❑ In accordance with your request Date: Project No Project: 6/16/2004 04014 City of South Burlington Water Distribution Improvements Contract # 79A L I Under separate cover via For Your: ❑ Approval ❑ Distribution to Parties ❑ Herewith ❑ Review & Comment N Records ❑ Use Material Transmitted: ❑ Drawings ❑ Specifications N Shop Drawings ❑ Other Copies Date No. Description Status 3 6/16/2004 02-17 Blasting Plan REV Remarks: Copies: Resident Representative By: Jill M. Marsano 6 Market Place, Suite 2 Essex Junction, VT 05452 (802) 879-7733 Forcier Aldrich & Associates, Inc. Consulting Engineers SHOP DRAWING NO. 02-17 CONTRACTOR'S REF. NO. PROJECT NAME: City of South Burlington High Service Area Water Distribution System PROJECT NO.: 04014 SHOP DRAWING DESCRIPTION: _Blasting Plan SPEC SECTION: 02207 REVIEW REQUIRED BY: ❑ EE DEPT CONTRACT NO.: 79A DRAWING NOS.: ❑ ME DEPT FURNISH AS SUBMITTED REVISE/RESUBMIT FURNISH AS NOTED ] REJECTED/RESUBMIT FURNISH AS NOTED - >< REVIEWED RESUBMIT ADDITIONAL DATA Corrections or comments made on the shop drawings during this reviewdo not relieve contractorfrom compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for conforming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating his work with that of other trades, and performing his work in a safe and satisfactory manner. FORCER ALDRICH & ASSOCIATES Essex Junction, VT Date: / • o By: �/ Review Notes: ❑ STR DEPT. X ENV DEPT. DATE RECEIVED: 6/15/2004 DATE REVIEWED: 4�' ' REVIEWED BY: EE ME STR ENV W E THOMAS DRILLING &BLASTING, INC. BLASTING PLAN for CHAMPLAIN WATER DISTRICT Contract #79A Dorset Street South Burlington, Vermont Prepared By: Thomas Drilling & Blasting Corp. Route 9, P.O Box 200 Spofford, NH 03462 Date: June 14, 2004 .)RMOND BUSHEY S SONS, INC. roject: i>Or2�Tlo1-0 cj'-ts5. Date: 6/1 5� We have reviewed, checked and approved this shop drawing. We have verified all field measurements and quantities, t7eld construction criteria, materials, catalog numbers end similar data. This shop drawing is in conformance with the require- ments for the contract documents. Submitted for: W Approval 0 As requested 13 For review and comment General Safety is a priority during all phases of blasting operations. Knowledge of and adhering to all local, state and federal regulations related to the transportation and use of explosives is mandatory. All plans, specifications and permits pertaining to the project must be reviewed and followed. Recommended procedures for pre -blast surveys, explosives use, blast site security, monitoring and record keeping are enclosed. Pre -blast Surveys Pre -blast surveys should be offered to all property owners within the immediate vicinity of the blast area (usually within 250 feet of the blast area) or any adjoining property owners. Appropriate notices should be given and appointments made with those owners desiring a pre -blast. Such surveys should be conducted by an independent firm with a minimum of 3 years experience in pre -blast inspections. The surveys should include documentation of ail existing structural damage on still photographs and/or video along with a detailed written report. Blast Monitoring An experienced person trained in the set-up and use of seismic monitoring equipment should monitor all blasts. A minimum of one seismograph should be used for all blasts. Placement of the monitoring equipment should be placed at the nearest structure or at an adjoining structure with concerns or complaints. The seismic information as well as blast criteria should be reviewed following each blast so that adjustments can be made to the blast design prior to the next blast if necessary. All seismic data should be filed with the remainder of the blast documentation. Sequence of Blasting All blasting activities should be coordinated with the project owner, site subcontractors, and drilling and blasting contractor. All blasting must be in strict compliance with the conditions of the project permits and blast times should accommodate, when possible, the activities of the surrounding property owners. Blasts should be developed so as to create adequate relief that will minimize ground vibrations and offer the greatest protection possible to the surrounding structures. Blasting Procedures 1. Blasting operations shall only be conducted on the days and times specified in the permit for the project. 2. Blasting may not be conducted at any other than permitted times except to avoid an unplanned occurrence, such as an electrical storm, that could endanger human life. 3. Blasting warning and all clear signals, of different character, that are audible within a range of/2 mile from the point of the blast shall be given. 4. All access to the blast area shall be regulated to protect the public from the effects of blasting. Access to the blast area shall be controlled to prevent unauthorized entry before each blast and until a representative of the blasting firm has determined that no unusual exist after the blast and the all -clear signal has sounded. Access to and travel in and through the area can thcii safely resume. 5. Areas in which charges holes are awaiting detonation shall be guarded, barricaded, and posted, or flagged to prevent unauthorized entry. 6. All blasts shall be made in the direction of the stress relieved face previously marked out or previously blasted. 7. All stemming shall be a minimum of 3/8" clean, dry crushed stone. 8. Blasting mats shall be used only if there is the threat of injury due to fly rock. 9. The Blasting Contractor shall insure that his blaster to prevent the simultaneous detonation of multiple holes exercises extra safety and judgment. 10. All required signage indicating blasting activities and the signal sequence shall be in place on access roads to the blast site. Blasting Mats Blasting mats and/or backfill should be utilized when deemed necessary by the blaster in charge. The use of blasting mats and/or backfill should be used if there is any indication that unusual rock movement may occur during the detonation of the blast. Blast Security and Warning Whistles Each blast will be preceded by a security check of the affected area by the blaster in charge or an appointed representative. The check shall be followed by a series of warning whistles. Communications shall be made with on -site personnel to ensure the safest possible operation. All personnel in the vicinity closest to the blast area shall be warned. The Warning Whistles shall follow the following sequence: I AxThictlac — S MiniitPe to Rlact 2 Whistles — 1 Minute to Blast 1 Whistle — All Clear The blast site shall be examined by the blast in charge prior to the all -clear signal to determine that it is safe to resume work. No blast shall be detonated until the area has been secured and determined to be safe. Explosives All explosives shall be delivered to the blast site on a daily basis. There will be no overnight storage. Only the amount of explosives required to perform the day's work will be brought to the site. All explosives shall be stored in approved magazines when not in use. Material Data Specification Sheets (MSDS) for the explosive products used shall be furnished to the site representative and be available on site for inspection. Blaster Qualifications All blasters at the site shall be licensed in the State of Vermont and have received various amounts of training in the safe use and handling of explosives. Additionally the blaster(s) shall be familiar with all OSHA Regulations, State Regulations, and Federal Regulations regarding construction site safety, including transportation, use, and handling of explosive materials. All blasting personnel shall possess an MSHA certificate and a copy shall be presented to the site representative to be filed. Blasting Personnel All blasting activities shall be conducted by experienced, trained and competent persons who understand the hazards involved in blasting. Persons working with explosive materials shall: Have demonstrated knowledge of, and a willingness to comply with, safety and security requirements. 2. Be capable of using mature judgment in all situations. 3. Be in good physical condition and not addicted to intoxicants, or other similar type drugs. 4. The person(s) responsible for the explosives shall possess current knowledge of the local, State and Federal laws and regulations applicable to his work. 5. The person(s) responsible for the explosives shall have obtained a Vermont Blasting License. A copy of the license shall be presented to the site representative to be kept on file. All persons engaged in the loading operations at the site shall possess a valid Vermont Blasters License and a copy shall be presented to the site representative. Licenses and Permits Any firm conducting blasting operations at the site shall be fully licensed and insured for the transportation, use, and handling of explosives. A copy of the blasting firm's Certificate of Insurance, showing explosive liability insurance with minimum per occurrence coverage of $1,000,000, shall be presented to the site representative prior to any blasting activities. 4 Blast Vibration Blast vibration should be monitored at the blast site, typically at the structure(s) closest to the blast site. Vibration limits will closely follow those limits allowed in the project permit or, if none are specified, the limits recommended by the U.S Bureau of Mines should be used. Blast designs shall be modified, as required, to stay within the recommended allowable limits. Blasting operations shall be modified accordingly when changes in site conditions warrant. Enclosed are preliminary vibration calculations based on known distances of concern and anticipated blast design criteria. Air Blast (Air Overpressure) Air blast should be monitored at the blast site in the same manner as the ground vibration. The seismograph used to record ground vibration should also have the capabilities to record the air blast generated by the blast. The air blast limits, as with the ground vibration, shall follow the limits allowed by the pioJeci pertnii, or ifnone are specified, the limits recommended by the U.S Bureau of Mines. Blast design criteria must be modified to insure that the blasting does not exceed these allowable limits. Blast Reports Accurate records must be kept with the pertinent information surrounding each blast. Among other information, the minimum information contained in the blast report must be: blasting company name, address, name of blaster in charge, time and date of blast, size and depth of bore holes, spacing (pattern) of bore holes, type and amount of explosive in each bore hole, total number of holes, total pounds of explosives, number of delays per hole, maximum pounds of explosive per delay, minimum distance (ft) to nearest structure from blast, distance and location of seismograph. There should also be a diagram showing the layout of the blast with direction and distances to structures. Typical Blast Design Enclosed is what would be considered typical blast designs for this project. Hole sizes, depth, spacing and loading information is provided. These designs are considered to be a good starting point. Modifications are usually made, if necessary, following the first blast to meet control and seismic requirements. Typical Blast Design Contract #79A # of Holes 1 Stemming: _4.67_ Depth 10 Hole Diameter 3.0" Burden 4 Spacing 4 Wet Load: _2.67 Holes / Delay 1 LBS / Delay 12.28 Total LBS 12.28 Powder Factor 2.96 Primer: 2.67 Decks 1 Vibration Prediction ( formula based on Dupont Handbook) Site Factor (k) _160 Ground Constant based on Site/Rock Conditions Distance — ft (d) _100 Distance to Structure Lbs / Delay (w) _2.96_ Lbs of explosives / 8 ms delay period Scaled Distance (SD) _58.1_ SD = d / square root of w Estimated PPV (ips) _0.165 PPV = k * SDI' - 1.6 Forcier Aldrich & Associates, Inc. Consulting Engineers LETTER OF TRANSMITTAL Transmitted to: Attention: James S. Chase Date: Company. Ormond Bushey & Sons, Inc. Project No Address: 2 Bushey Lane Project: Essex Jct., VT 05452 6/17/2004 04014 City of South Burlington Water Distribution Improvements Contract # 79A We transmit: IN Herewith LJ In accordance with your request ❑ Underseparate covervia For Your: ❑ Approval ❑ Distribution to Parties ❑ Herewith ❑ Review & Comment ® Records ❑ Use Material Transmitted: ❑ Drawings ❑ Specifications ® Shop Drawings ❑ Other Copies Date No. Description Status 2 6/17/2004 02-17-1A Pre -Blast Inspection REV Remarks: Copies: Resident Representative By: Jill M. Marsano _- , I 6 Market Place, Suite 2 Essex Junction, VT 05452 (802) 879-7733 Forcier Aldrich & Associates, Inc. Consulting Engineers SHOP DRAWING NO. 02-17-1A CONTRACTOR'S REF. NO. PROJECT NAME: City of South Burlington High Service Area Water Distribution System PROJECT NO.: 04014 CONTRACT NO SHOP DRAWING DESCRIPTION: Pre -Blast Inspection SPEC SECTION: 02207 DRAWING NOS.: REVIEW REQUIRED BY: ❑ EE DEPT. ❑ ME DEPT ® FURNISH AS SUBMITTED ® FURNISH AS NOTED 0 FURNISH AS NOTED - RESUBMIT ADDITIONAL DATA L1 REVISE/RESUBMIT REJECTED/RESUBMIT REVIEWED Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for conforming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating his work with that of other trades, and performing his work in a safe and satisfactory manner. FORCER ALDRICH & ASSOCIATES Essex Junction, VT Date: By: Review Notes: 79A ❑ STR DEPT. X ENV DEPT. DATE RECEIVED: 6/15/2004 DATE REVIEWED: �// 7hal REVIEWED BY: EE ME STR ENV W E 06/15/2004 15:45 8028728112 ORMOND BUSHEV & SONS PAGE 03 GORDON C. FULI.ER V'RE—SLAF.3T XNWECTION June 15 2004 Date of Service: 6/10104 1750 Rte.9 Spofford, NH 03462 Plane (603) 363.4011 Fax (603) 363.4W Pre-$Lat 1napwtion rvr Thomas Blasting Specialist Temple C'4)rner of Swift Rd and Dorset Rd South BurlhVton Vt The buildings is built on a Slab with no cellar .Took pictures of all the walkways and pads entering the building. Some of the foundation has a isolated board around the c utside.Thv building has a metal roof and clapboard siding. The north end of the building has plants around the base so mn't see the foundation.Took pictuxes of all the windows. 'Where the FK)wer molar is located on the side of the building .there is a crack, in the siding -Inside the trailding there are tile on tlw floor and in the lobby area. In the coat room by the ceiling there a erea where the tape has parted from the sheetroak.Most all of the rooms have a dropped 03ilings.The south wing of the building has a hall way with clam rooms on each side. ne doorway into the class roovn area have lifted tiles in that area The. main aofficc has lots of large windows and iinlsbed ceiling all in. good Atape.The north cod of the building has two large rooms with high ceilings. The north end of the building third window ica has a crack over it- Clrecked all the restrooms.The kitchen area is in north west corner of the building. This area has 1:Je floors,This building wis completely Video taped. 06/15/2004 15:45 8028728112 ORMOND BUSHEY & SONS PAGE 04 i 74 Holdbrook Rd Sourth Bulington 'Vt This home is orgy a couple years old. I did the inside- first so that the pc;ople could leave soon The !aside has hard wood floors with a staircase going to the second floor. Going into the dining room there are areas where sheetrock paper is lifting. Going to the second floor oveT the ixage area is a room that has paneling on the walls and the trima is liffinhr away $om the Pam ling. The bedroom over the dining room area has a crack over the doorway ,on &Lch sidc:.The numtor bedroom bm the lifting of this shectrock paper frozen the ceiling. The t►asement has mmany cracks in the floor and the garage has cranks also.The outside was all in goad shape This place has been video taped completely. 25 kloldbrookRd Soull Burlington Vt. This home is :Cs►irly new and there is no one home at this time.[ left card ] Nx-eived call from the ownin on 6/14/U4 and said they didn't need a preblast inspection done. 49 golf Course Rd So14h Burlington Vt. This house is eairty new .Tito &ant of the house has a Mick front arowad the front door way. Leading to the fnant door they have slate roekway .Video taped the whole area around the house and the rock walks in the front and rear. They have rr>my large windows around the house.The garage floor was in good shape. Going to the inside house they have hard wood floors . They have 1Rrge trim Arou id the ceiling area. The bathrooms have tile on all the floors and hai way leading into them. Did all the rooms on the first and second floors and all larked good. They basemcnt area is all fuuahed off. The cellar area was very dark for taping. Tho center beano is a I beam.. This whole boas= was video taped 315 Dorset Hgts South Burlington Vt `i'he worrum at the house said she didn't want me to go into the house but could do th.- outside.1 did tbo garage area .The brick walls leading into the garage were crack(ad in rn ny areas. The floor in the garage had cracks. The house has many large windows and lots of decking ar,,und the outside.The area around the pool was decking. Did all the pads for the ptaups for the pool. Video taped the outside of the-® house 2S Cross Rd South Burlington Vt The meat at this location didn't went his house to Ix inspected and I Nw asked to kave in not very nice way [ watch out for the dogs] Forcier Aldrich & Associates. Inc. Consulting Engineers MEMORANDUM DATE: April 13, 2004 TO: Brian Robertson, City of South Burlington FROM: Wayne Elliott M6T RE: Dorset Street Water Tank - Final Plat Application #SD-04-11 City Engineers and City Arborist Comments FA&A Project 03032 The Engineer's comments were addressed on Drawing No. 2 as follows: The legend was updated to include all the symbols. 2. The bench mark was added to the plan. 3. New trees were relocated to avoid existing and new waterlines to the extent possible. Due to site constraints it isn't possible to be 10 feet away in all cases. 4. A 4' wide stone -lined swale was added for the tank overflow. A telephone conversation was held between Craig Lambert and Mike Fulchino from North Country Landscaping. The comments were discussed as follows: 1. The Red Maple has been changed to Burr Oak and the layouts remain the same. 2. CWD prefers the White Spruce since they have had problems with the pitch from other species impacting the tank coating. 3. The trees along the north side were moved away from the fence as requested. 4. The plantings are expected to be done by North Country Landscape. The City and/or CWD will contract directly with the landscaper and will supervise the plantings installation. A note was added to the drawings as follows: "The plantings will be installed in accordance with the "City of South Burlington Arboricultural Specifications and Standards of Practice". 6 Market Place, Suite 2 Essex Junction, VT 05452 Phone: 802-879-7733 Fax: 802-879-1742 E-mail: info@forcieraidrich.com Printed an recycled paper I 1 Forcier Aldrich & Associates, Inc. Consulting Engineers NOT ER OF TRANSMIT AL Transmitted to: Attention: Brian Robertson Company: City of South Burlington Address: We transmit: ® Herewith ❑ In accordance with your request For Your: ❑ Approval ❑ Distribution to Parties Material Transmitted: ® Drawings ❑ Specifications Date: April 23, 2004 Project No: 03032 Project: Dorset Street Water Tank Final Plat Application #SD-04-11 ❑ Under separate cover via ❑ Herewith ❑ Review & Comment ❑ Records ® Use ❑ Shop Drawings ® Other Copies Date No. Description 1 4/13/2004 ---- Response to City Engineer and City Arborist Comments 1 4/14/04 2 Proposed Site Plan - Reduced (mylar) 1 4/23/04 1 Survey Plat - Reduced (mylar) 1 4/23/04 1 Survey Plat - Electronic Version Remarks: Copies: Jay Nadeau, City of South Burlington By: 6 Market Place, Essex Junction, Vermont 05452 802-879-7733 Fax 802-879-1742 Printed on recycled paper 8/06/01 1 CITY OF SOUTH BUJ: ,LINGTON DEPAXr1V1E, ITT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMOPe7 05403 (802) 846-4106 FAX (802) 846-4101 April 21, 2004 Jay Nadeau City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Water Tanks Dear ,Jay: Enclosed, please find a copy of the minutes from the March 16, 2004 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Administrative Assistant Encl. Cc: Wayne Elliott, Forcier Aldrich & Associates DEVELOPMENT REVIEW BARD 16 MARCH 2O04 4. PubHearing: Preliminary Plat Application #SD-04-10 and Final Plat )Apation #SD-04-11 of City of South Burlington to amend a planned unit development consisting of a 115 Hoot high, 1,500,000 gallon water storage tank. The amendment consists of expanding the water tank to 2,100,000 and increasing the height to 150.5 ft., 1215 Dorset St: Ms. Kupfersmith asked about this being a conditional use. Mr. Belair referred to Table C-1, Public & Quasi Public Uses. Because this is part of a PUD, it becomes a permitted use. Ms. Kupersmith also asked about the impact of the height of tank on the neighborhood. Mr. Dinklage noted the Board is being asked to grant a height waiver. Mr. Boucher asked, if would make better sense to share the curb cut. Mr. Dinklage didn't know why the City and the developer of the adjacent property chose not to do that. Mr. Fay responded to the changing of landscaping from white spruce. Those trees are more of a maintenance issue because they get sap on the tanks which has to be cleaned off. Mr. Dinklage reminded the applicant that they will have to have a landscape professional prepare the landscaping plan. Mr. Belair said that has already been done. Mr. Boucher moved to approve Preliminary Plat #SD-04-10 and Final Plat #SD-04-11 of City of South Burlington subject to the stipulations in the draft motion. Ms. Quimby seconded. Motion passed unanimously. 5. Preliminary Plat Application #SD-04-05 and Final Plat Application #SD-04- 09 of City of South Burlington to amend a planned unit development consisting of a 500,000 gallon water storage tank. The amendment consists of adding a second 500,000 gallon water storage tank, 23 Harbor Midge Road: Mr. Dinklage referred to a letter from John & Elizabeth Leclair, neighbors of the site, who have concerns with the elimination of shrubs which will make the tanks more visible. The applicant noted that there are security concerns since 9/11. He also thought that what was removed was overgrowth, not the original plantings. Mr. Belair said he was comfortable that screening will be adequate. Mr. Dinklage noted that the Leclairs also questioned the color of the tanks. The applicant said the Dorset St tank is the preferred color. They would like the same color for these tanks, a grayish tone with blue. However, the old tank isn't due for repainting until 2014. He said he would talk with CWD about it. Ms. Kupersmith felt there should be more screening. After a brief discussion, the landscaping was left unchanged. -2- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & Z0NU'4G 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 12, 2004 Jay Nadeau City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Water Tanks Dear Jay: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, March 16, 2004 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sinc ely, C fazymond J. Belair Administrative Officer Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date- March 9, 2004 \drb\sub\south_budington\dorset water\final Application received- February 13, 2004 CITY OF SOUTH BURLINGTON PRELIMINARY PLAT PLAN APPLICATION #SD-04-10 FINAL PLAT PLAN APPLICATION #SD-04-11 Agenda #4 Meeting Date: March 16, 2004 Applicant Owner City of South Burlington Champlain Water District 575 Dorset Street 403 Queen City Road So. Burlington, VT 05403 So. Burlington, VT 05403 Engineer Property Information Forcier Aldrich & Associates Tax Parcel 0570-01215-R 6 Market Place, Suite 2 SEQ District Essex Junction, VT 05452 Location Map �y _. 1 r ift AiL w, *wpm v n r .y r fix"` % CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\south burlington\dorset water\final The City of South Burlington, hereafter referred to as the applicant, is requesting preliminary and final plat plan approval of a project to amend a planned unit development consisting of a 115.5 ft. high 1,500,000 gallon water storage tank. The amendment consists of expanding the water storage tank to 2,100,000 gallons and increasing the height to 150.5 ft, 1215 Dorset Street. The sketch plan was reviewed on January 20, 2004 (minutes enclosed). Associate Planner Brian Robertson and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on February 13, 2004 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements SEQ Zoning District Required Proposed Min. Lot Size 40,000 SF n/a Max. Density 1.2 units/acre n/a Max. Building Coverage 15% 4.7% Max. Overall Coverage 30% 18.5% Min. Front Setback 20 ft. >20 ft. .4 Min. Side Setback 20 ft. 13 ft. Min. Rear Setback 30 ft. > 30 ft. Max. Front Yard Coverage 30% 22% ♦ Max. Building Height 35 ft. 150.5 ft. J zoning compliance 44 preexisting noncompliance ♦ waiver required per Section 3.07(E)(2) of the Land Development Regulations SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 1!S 1 of the South Burlington 1 anvil /�nvn►nnmant Ranula�innc fa avictinry public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\south burlington\dorset water\final The proposed structure will serve as a supply source for the City of South Burlington's municipal water supply. Therefore, this requirement is not applicable to the proposed project. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. 1. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to this property is via a 12' wide gravel access drive extending from Dorset Street. The proposed project will utilize this existing access drive. The proposed project will not create significant traffic, and therefore staff feels the plans are sufficient with regard to this requirement. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands, streams, wildlife habitat, or other unique natural features on the subject property. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to Section 9.01 of the Land Development Regulations, the purpose of the SEQ District is to encourage open space preservation, scenic and natural resource protection, wildlife habitat preservation, continued agriculture use, and well planned residential use. Staff feels the proposed project is in compliance with the stated purpose of the SEQ District, as outlined in the Land Development Regulations. The one place where the proposed project comes into question with regard to the stated purpose of the SEQ District is with the protection of scenic views. The subject property does not fall within any of the City's Scenic View Protection Overlay Districts, so staff does not feel its impact on scenic views will be significant. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING ldrb\sub\south burlington\dorset water\final Staff feels the layout of the proposed project meets this requirement. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The South Burlington Fire Chief has reviewed and approved the plans. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. This requirement is not applicable to the proposed project. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The City Engineer is in the process of reviewing the final plans for this project. He did not raise nay major issues when he reviewed the sketch plans. There have been no major changes since the sketch plan review, so staff does not anticipate any significant issues to be raised by the City Engineer. Staff will forward the City Engineer's comments to the applicant as soon as we receive them. These comments shall be incorporated into the plans. 2. The plans shall be revised to incorporate the requests of the City Engineer, prior to recording the final plat plans. 3. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). The proposed project is consistent with the goals and objectives for the Southeast Quadrant, as outlined in the South Burlington Comprehensive Plan. In addition, the proposed project is in conformance with the following objectives relating to public utilities, as outlined in the South Burlington Comprehensive Plan: • maintain the quality of existing utilities or services and remedy recognized deficiencies; • expand public utilities and services that compliment and reinforce the land use and development recommendations contained in Chapter V of the Comprehensive Plan; • adjust the capacity of public utilities and services in concert with that of other municipal services to ensure a stable and appropriate rate of development. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING ldrb\sub\south burlington\dorset water\final SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The applicant has submitted building elevation plans and visual simulations for the proposed project. Staff feels that although the proposed structure is very large and will be a prominent feature on the landscape, the project accomplishes an optimal transition from the structure to site. The site provides adequate planting areas, and the applicant is proposing six (6) coniferous trees and ten (10) deciduous trees to the southeast of the proposed structure. In addition, the applicant is proposing to plant four (4) coniferous trees and two (2) deciduous trees to the north of the proposed structure. Pedestrian movement and parking areas are not applicable to the proposed project Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Parking areas are not applicable to the proposed project. 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 proposed structure is going to greatly exceed the 35' height maximum for structures in South Burlington. The current structure is 115.5' in height and the proposed structure is 150.5' in height. Thus, the new structure will be 35' taller than the existing structure. The applicant has requested a height waiver from the Development Review Board pursuant to Section 3.07(E)(2) of the Land Development Regulations. The Board has to find that the proposed structure is in conformance with the planned character of the SEQ District and that it will not detract unduly from public scenic view sheds. The subject property does not fall within any of the City's Scenic View Protection Overlay Districts, so the structure will not detract from public scenic views from adjacent properties or public streets and walkways. In addition, the 115.5' structure has been there since 1971, so it has been part of the landscape for over thirty years. The applicant has submitted a visual simulation of the proposed structure (attached). Staff strongly supports this height waiver request. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. i CITY OF SOUTH BURLINGTGr4 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\south burlington\dorset watehfinal The Development Review Board shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant is proposing landscaping on the site. Outside of that, this requirement is not applicable to the proposed project. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The proposed structure will be similar in appearance to the structure that currently exists. The proposed structure will be the same style and color of the existing structure, but will be 35' taller. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial or collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The access to the proposed project is via a 12' wide access drive off of Dorset Street. Staff does not feel it is necessary to require any additional access to abutting properties, due to the nature of the project. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The proposed project does not include any dumpsters or other facilities to handle solid waste. Landscaping and Screening Requirements The applicant has stated that the proposed project will cost $575,000. Pursuant to Table 13-9 of the Land Development Regulations, the proposed project will require a minimum landscaping value of $13,250. The applicant has submitted a planting schedule on Sheet 2 of the plans. The I ! C1TY OF SOUTH BURLINGTUry 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\south burlingtonldorset water\final applicant has also submitted a landscape budget to accompany this planting schedule. This budget was prepared by North Country Landscape and Garden Center and indicates that $13,855 of landscaping will be planted on the site. During the sketch plan review of this project, staff suggested moving the proposed landscaping at the north of the proposed structure further to the west to increase the screening of the shed and the telecommunications building. This is important, as residential development is expected on the adjacent parcel. The applicant has complied with this request, so the screening of the shed and the telecommunications building is adequate. 4. The plans shall be revised to indicate the name of the landscape professional who prepared the landscape plan, prior to recording the final plat plans. Tho r ;+— A rhnric+ rovio��iori fho nlnnc nnr: nr^-;A-,4 nnmmon4c 4h+-A KA.�rnh I) Or)r)A �G VILY / IvVl 5OL Ic V[rVVGV tl Ili tJiQ1110 Ql lu NIVVlV l%Jl III I1�1 HJ VQIL IA IVIQiIl1 14.1 LVV'T `QllQl.rlIGV�. 5. The plans shall be revised to comply with the requests of the City Arborist, prior to recording of the final plat plans. Staff recommends approval of Preliminary Plat application #SD-04-10 and Final Plat application #SD-04-11, conditional upon the applicant addressing the numbered items in the "Comments" Section of this report. Respectfully submitted, Brian Robertson, Associate Planner Copy to: Jay Nadeau, applicant Landscape Review Dorset St. Water Storage Tank Forcier Aldrich & Associates 3/12/04 • Red and Sugar Maple aren't the best choice of species on this site due to heavy soils and poor drainage. Some possible substitutions include: 1. American Elm `Princeton' or `Valley Forge' 2. Turkish Filbert 3. Burr Oak 4. Swamp White Oak • White Spruce is probably a better choice than White Pine • I'd suggest moving trees to be planted along the chain link fence on the north side of the property further away from the fence to provide more room for growth • A planting detail and specifications should be included in the plans C:\acadprojectsN03032-SOUTH BURLINGTON\TANK-DORSE RDWG\PERMIT\03032-2.dwg, 02/12/2004 03:33:14 PM, Canon iR C3200-Cl PCL5c(11x17).pc3 �-- / 1 ogti a &, T:Vvw — �' � 219.30• �� •O(pOO,E) v> 6 y z U oU m 7 � .. v v r - zl- ~ 911f z� z7 x o= oN� oo �A N N �Ni dt M pF �Gw rg J 4 E f I U I2/2/041 FINAL PLAN SUBMITTAL I WAE IA 0/29/03 SKETCH PLAN SUBMITTAL WAE PROPOSED SFE PLAN CITY OF SOUTH BURLINGTON SOUTH BURLINGTON, VERMONT DORSET STREET WATER STORAGE TANK EXPANSION PorcierA/drich & Associates 6 Morket Ploce. Suite 2 Essex Juctron, Vr 05452 (802) 879-7733 (802) 879-1742 (Fax) E—Moil: fcoengrOwl.wm C:\acadprojects103032-SOUTH BURL]NGTON\TANK-DORSETIDWG\PERMIT\03032-3.dwg, 02/12/2004 03:40:33 PM, Canon iR C3200-Cl PCL5c(11x17).pc3 TANK ELEVATIONS CITY OF SOUTH BURLINGTON SOUTH BURLINGTON, VERMONT DORSET STREET WATER STORAGE TANK EXPANSION Forcier Aldrich & Associates consulting Eng/nsen 6 Market Pl—, S.A. 2 E— Junction, VT 05452 (602) 679-7— (602) 879-i742 (fa•) Forcier Aldrich & Associates, Inc. Consulting Engineers LEVUER OF V o ° HgWWVAL Transmitted to: Attention: Ray Belair Company: City of South Burlington Address: We transmit: ® Herewith ❑ In accordance with your request For Your: ❑ Approval ❑ Distribution to Parties Material Transmitted: ❑ Drawings ❑ Specifications Date: December 15, 2003 Project No: 03032 Project: City of South Burlington Sketch Plan Application Dorset Street Water Storage Tank ❑ Under separate cover via ❑ Herewith ❑ Review & Comment ❑ Records ® Use ❑ Shop Drawings ® Other Copies Date No. I Description 1 12/15/2003 ---- List of Abutters Remarks: Ray, The updated list of abutters is attached as we discussed. Copies: Jay Nadeau, South Burlington Water By: Jim Fay, CWD 6 Market Place, Essex Junction, Vermont 05452 802-879-7733 Fax 802-879-1742 Printed on recycled paper :i[�I:�L171 CITY OF SOUTH BURLINGTON EXPANDED DORSET STREET WATER STORAGE TANK 0570-01225 Isham, Ila 1225 Dorset St. So. Burlington, VT 05403 0570-01227 JAM Golf P.O. Box 132 Lyndon CTR, VT 05850 1222-000OA L JAM Golf P.O. Box 132 Lyndon CTR, VT 05850 0570-01100 City of South Burlington 575 Dorset St. So. Burlington, VT 05403 0570-01170 R JAM Golf P.O. Box 132 Lyndon CTR, VT 05850 0570-01200 Heald, Paul 1200 Dorset St. So. Burlington, VT 05403 LIST OF ABUTTERS (Updated: 12/15/2003) Printed on recycled paper Forcier Aldrich & Associates, Inc. Consulting Engineers MEMORANDUM DATE: December 3, 2003 TO: Ray Belair, South Burlington CC: Jay Nadeau, South Burlington Chuck Hafter, South Burlington Jim Fay, Champlain Water District FROM: Wayne Elliott ,�>/ RE: City of South Burlington Dorset Street Tank Expansion and New Allen Road Twin Tank Applications for Sketch Plan Review FA&A Project 03032 The "Applications for Sketch Plan Review" for the Dorset Street Tank Expansion and New Allen Road Twin Tank are enclosed. Five (5) copies of each application are enclosed and one (1) copy of the reduced drawings are provided. Each separate application includes the list of abutters, drawings, before and after photos, landscape budget, and other supporting information. Please call with any questions. 6 Market Place, Suite 2 Essex Junction, VT 05452 Phone: 802-879-7733 Fax: 802-879-1742 E-mail: info@forcieraldrich.com Printed on recycled paper DEVELOPMENT REVIEW BOARD 20 JANUARY 2004 Mr. Dinklage suggested the Board agree to a 5 ft. side setback and then have staff work out the legal conditions so it can become 3 ft. Members agreed to eliminate condition Y'. Stipulation #4 was added as follows: The house shall not have a rear basement access. Stipulation #5 was added as follows: The post -construction plan shall be revised to show the proposed house at least 5 feet from the south boundary line. Three copies of the plan shall be submitted. Original stipulation #4 becomes #6. Mr. Boucher moved to approve Miscellaneous Application #MS-03-05 of James Carris subject to the stipulations in the draft motion as amended above. Mr. Bolton seconded. Motion passed unanimously. 6. Sketch Plan Application #SD-03-82 of the City of South Burlington to amend a planned unit development consisting of a 500,000 gallon water storage tank. The amendment consists of adding a seconded 500,000 water storage tank, 23 Harbor Ridge Road: Mr. Elliott asked if they can combine preliminary and final plats. Mr. Dinklage said this can be done at the applicant's risk. Mr. Elliott noted they are requesting a height waiver. The new tank will be the same height as the existing tank. No other issues were raised. 7. Sketch Plan Application #SD-03-83 of the City of South Burlington to amend a planned unit development consisting of a 115 ft. high 1,500,000 gallon water storage tank. The amendment consists of expanding the water tank to 2,100,000 gallons and increasing the height to 150.5 ft., 1215 Dorset Street: Mr. Elliott noted there had been a concern expressed with aesthetics. He noted that no one can see over the tank at this time. They will raise it from the bottom and the new part of the tank will be on the bottom. It will not restrict views any more than now. -5- DEVELOPMENT REVIEW BOARD 20 JANUARY 2004 Mr. Bolton asked if the tank will be lighted. Mr. Elliott said not at this point. Mr. Bolton suggested they check with the FAA regarding the Airport approach cone. Mr. Elliott said they also want to combine preliminary and final plats on this application. Mr. Belair noted that a waiver will be required on height. The side setback is not met, but this is an existing condition. As there was no further business to come before the Board, the meeting was adjourned at 9:50 p.m. Clerk Date WIN CITY ENGINEER'S COMMENTS Dorset Street Water Storage Tank 03/18/2004 i. Legend should include all symbols noted on the site plan. 2. Bench marks shall be noted on the plans. 3. Trees must not be planted on top of existing and proposed water mains. They should be at least io feet away. 4. There should be a swale 4 feet in width from the tank overflow to the site property line. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 18, 2004 Jay Nadeau City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Preliminary Plat Application #SD-04-10 and Final Plat Application #SD-04-11 Dear Mr. Nadeau: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on March 16, 2004 (effective 3/16/04). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 90 days (must be submitted by 6/14/04) of this approval or this approval is null and void. If you have any questions, please contact me. Sincerely, Brian Robertson, Associate Planner Encl. DEVELOPMENT REVIEW BOARD 20 JANUARY 2004 Mr. Dinklage suggested the Board agree to a 5 ft. side setback and then have staff work out the legal conditions so it can become 3 ft. Members agreed to eliminate condition " f'. Stipulation #4 was added as follows: The house shall not have a rear basement access. Stipulation #5 was added as follows: The post -construction plan shall be revised to show the proposed house at least 5 feet from the south boundary line. Three copies of the plan shall be submitted. Original stipulation #4 becomes #6. Mr. Boucher moved to approve Miscellaneous Application #MS-03-05 of James Carris subject to the stipulations in the draft motion as amended above. Mr. Bolton seconded. Motion passed unanimously. 6. Sketch Plan Application #SD-03-82 of the City of South Burlington to amend a planned unit development consisting of a 500,000 gallon water storage tank. The amendment consists of adding a seconded 500,000 water storage tank, 23 Harbor Ridge Road: Mr. Elliott asked if they can combine preliminary and final plats. Mr. Dinklage said this can be done at the applicant's risk. Mr. Elliott noted they are requesting a height waiver. The new tank will be the same height as the existing tank. No other issues were raised. 7. Sketch Plan Application #SD-03-83 of the City of South Burlington to amend a planned unit development consisting of a 115 ft. high 1,500,000 gallon water storage tank. The amendment consists of expanding the water tank to 2,100,000 gallons and increasing the height to 150.5 ft., 1215 Dorset Street: Mr. Elliott noted there had been a concern expressed with aesthetics. He noted that no one can see over the tank at this time. They will raise it from the bottom and the new part of the tank will be on the bottom. It will not restrict views any more than now. -5- DEVELOPMENT REVIEW BOARD 20 JANUARY 2004 Mr. Bolton asked if the tank will be lighted. Mr. Elliott said not at this point. Mr. Bolton suggested they check with the FAA regarding the Airport approach cone. Mr. Elliott said they also want to combine preliminary and final plats on this application. Mr. Belair noted that a waiver will be required on height. The side setback is not met, but this is an existing condition. As there was no further business to come before the Board, the meeting was adjourned at 9:50 p.m. Cler Date