Loading...
HomeMy WebLinkAboutBATCH - Supplemental - 0055 Dorset StreetPeople§ Qlted V,----- Bank CT Loan Servicing Department/Letters of Credit T: 203-338-3223 F: 203-338-3070 VIA Express Courier 10/18/2013 City of South Burlington Planning & Zoning Commission 575 Dorset Street South Burlington, CT 05403 Re: Your Letter of Credit No. 1665979 for the account of People's United Bank (formerly Chittenden Trust Company dba Chittenden Bank) in your favor in the amount of USD 22,092.69. Sir/Madam, This is to notify you that we elect not to renew the above letter of credit for an additional period of one year and that the final expiration date of this credit is 12/10/2013. Sincerely, Debbie Torres-Ilgu Loan Servicing Department 850 Main Street BC05-RC 280 Bridgeport, CT 06604 (P) 203-338-3223 (F) 203-338-3070 CC: People's United Bank 2 Burlington Square Burlington, VT 05401 850 Main Street, Bridgeport, Connecticut 06604 peoples.com LC— Non Renewal Notice 08117112 GEN-1 06107 { November 21, 2012 Bob Peterson People's United Bank P.O. Box 820 Burlington, VT 05402-0820 V E R M 0 N T Re: Authorization for Release of Letter of Credit #1665979 — 99 Dorset Street Dear Mr. Peterson: Please be advised that the City of South Burlington hereby authorizes the release of the above referenced Escrow Account at Chittenden Bank required for landscaping improvements pursuant to the terms therein. The Escrow was for a total amount of $22,092.69. Should you have any questions, please feel free to contact us. Sincerely, — /� 4- Bob Rusten City Treasurer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sbtirl.com soutliburfington PLANNING & ZONING MEMORANDUM TO: Bob Rusten, City Treasurer FROM: Raymond J. Belair, Administrative Officer DATE: November 21, 2012 SUBJECT: Release of Letter of Credit #1665979 The applicant's request for the release of the above -listed has been reviewed for the following project: People's United Bank #SD-08-51 The original amount of the surety was: $ 22,092.69 The surety is presently: $ 22,092.69 Based upon our analysis, the applicant has met the conditions of the city and has qualified for the release of this surety. Please complete and sign the enclosed form authorizing the financial institution to release the Bond in the amount listed therein. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com December 11, 2008 City of South Burlington Planning & Zoning Department 575 Dorset Street South Burlington VT 05403 Re: Irrevocable Standby Letter of Credit #1665979 (Dorset Street Branch Project) Chittenden Trust Company Dba Chittenden Bank 2 Burlington Square Burlington VT 05401 Dear Beneficiary: We hereby establish our Irrevocable Standby Letter of Credit #1665979 in favor of City of South Burlington for the account of Chittenden Trust Company dba Chittenden Bank, up to an aggregate amount $22,092.69 of available by your draft or drafts on us at sight accompanied by: 1.) the original Letter of Credit and all amendments, if any, 2.) a written statement signed by an authorized officer of the City of South Burlington that these funds are due you under the terms of your agreement with Chittenden Trust Company dba Chittenden Bank, accompanied by 3.) a current secretary certificate or resolution from the City of South Burlington that the officer is authorized to sign on behalf of the City of South Burlington . If your demand represents a partial drawing hereunder, we will endorse the original credit and return same to you for possible future claims. If however, your demand represents a full drawing, or if such drawing is presented on the day of the relevant expiration date hereof, we will hold the original for our files and remove same from circulation. All Drafts must be marked under Letter of Credit 41665979. Two Burlington Square P.O. Box 820 Burlington, Vermont 05402 802-658-4000 www.chittenden.com We engage with you that all drafts drawn under and in compliance with the terms and conditions of this credit will be duly honored on delivery of documents as specified if presented at this office on or before December 10, 2012 . It is a condition of this Letter of Credit that it shall be deemed automatically extended, without amendment, for one (1) year from the expiration date or any future expiration date hereof, unless 30 days prior to any such date we shall notify you in writing that we elect not to renew this Letter of Credit for such additional period. Except so far as otherwise expressly stated, this credit is subject to the "International Standby Practices ISP 98 (1998 Revision), International Chamber of Commerce Publication #590" Very truly yours, o Brian D. Messier Assistant Vice President Two Burlington Square P.O. Box 820 Burlington, Vermont 05402 802-658-4000 www.chittenden.com BENEFICIARY ACCEPTANCE Chittenden Bank has this 12th day of December, 2008 caused to be Hand Delivered Letter of Credit #1665979 to the Beneficiary, City of South Burlington. This Letter of Credit is Issued on behalf of Chittenden Bank. f By D ly aAAiuthorizkdAent Date S`v Two Burlington Square P.O. Box 820 Burlington, Vermont 05402 802-658-4000 www.chittenden.com SITE PLAN LETTER OF CREDIT AGREEMENT THIS AGREEMENT, executed in triplicate between Chittenden Trust Company d/b/a Chittenden Bank, of Burlington, Vermont, hereinafter referred to as "DEVELOPER", Chittenden Trust Company d/b/a Chittenden Bank, hereinafter referred to as `Bank", and City of South Burlington, hereinafter referred to as "MUNICIPALITY". WITNESSETH: WHEREAS, DEVELOPER has received site plan approval from the MUNICIPALITY'S Planning Commission for the development of property located at 99 Dorset Street, South Burlington, Vermont, as depicted on site plans entitled "Final Plan S3", dated September 24, 2008, and "Landscaping P1" dated December 6, 2007 and prepared by Wiemann Lamphere Architects. WHEREAS, DEVELOPER is required by said approval, at its own expense, to complete the construction of the development site in accordance with the plan approved by the Planning Commission; and WHEREAS, the parties to this Agreement wish to establish a mechanism to secure the obligations of the DEVELOPER for the work as set forth above; and WHEREAS, the BANK executes this Agreement solely in the capacity of issuer of a Letter of Credit hereinafter specified; NOW, THEREFORE, the parties hereby covenant and agree as follows: 1. DEVELOPER will, at its own expense, complete the following construction as depicted and in accordance with the specifications set forth in said site plans. 2. DEVELOPER shall complete the improvements set forth in Paragraph 1 no later than November 1, 2009. 3. DEVELOPER shall replace or repair any defective or improper work or materials which may be recognized within one year after completion of the improvements set forth in Paragraph 1. For the purpose of this Agreement "completion" shall be deemed to have occurred when the MUNICIPALITY has inspected and approved the construction of all the improvements required by this Agreement and issued written noticed to the DEVELOPER that the construction is complete. { 4. For the guarantee of DEVELOPER's performance of all requirements hereunder set forth, DEVELOPER has caused the BANK to issue its Irrevocable Letter of Credit in favor of the MUNICIPALITY, the original of which is attached to the MUNICIPALITY's copy of this Agreement, and a copy of which is attached to the DEVELOPER's copy of this Agreement. During the term of this Agreement, DEVELOPER shall cause the attached Letter of Credit to be renewed at least thirty (30) days before the maturity date thereof. Failure of DEVELOPER to deliver evidence of such renewal to MUNICIPALITY thirty (30) days prior to the date of expiration of said Letter of Credit shall constitute a default of the terms of this Agreement. 5. Said Irrevocable Letter of Credit provides that the drafts drawn under said credit, must be accompanied by a written statement signed by a duly authorized agent of the MUNICIPALITY, that in the judgment of the MUNICIPALITY, the DEVELOPER is in default under the terms of this Agreement, and that the funds to be drawn by draft are in payment for, or in anticipation of payment for the materials, labor and services required for completion of the improvements identified in Paragraph 1. Payment of each draft will be made at sight when presented to the BANK by the MUNICIPALITY, the payment limited only by the aggregate amounts presented in relationship to the maximum amount of the Letter of Credit. If DEVELOPER shall be in default of the Agreement for seven (7) days because of its failure to provide evidence of renewal of the Letter of Credit, required in paragraph 4 above, the MUNICIPALITY shall notify DEVELOPER by certified mail of said default. DEVELOPER shall then within three (3) business days provide MUNICIPALITY with evidence of said renewal of Letter of Credit or MUNICIPALITY may notify BANK of such default and request payment under said Letter of Credit. 6. The DEVELOPER and MUNICIPALITY hereby agree that the sum of Twenty - Two Thousand Ninety-two and 69/100 Dollars ($22,092.69) shall be sufficient to secure DEVELOPER's obligations under this Agreement but shall not relieve DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the above -stated cost. 7. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of any draft it submits to the BANK. The consent of the DEVELOPER to payment of said draft by BANK to the MUNICIPALITY under said Letter of Credit shall not be required. 8. The MUNICIPALITY shall not file with the BANK a Statement of Default until ten (10) days after notice has been sent to the DEVELOPER, by certified mail, setting forth its intention to do so. 9. All funds drawn on the BANK by the MUNICIPALITY pursuant to the Letter of Credit shall be used solely by the MUNICIPALITY for the purpose of completing construction of the improvements indentified in Paragraph 1. Any work contracted for by the MUNICIPALITY pursuant hereto shall be let on a contractual basis, or on a time and material basis, or shall be performed by the MUNICIPALITY's own work force and equipment, or shall be accomplished in such other manner as in the judgment of the MUNICIPALITY shall accomplish the work more expeditiously and economically. 10. If payments are drawn on the BANK by the MUNICIPALITY pursuant to said Letter of Credit, and it shall later develop that a portion of the monies drawn are in excess of the MUNICIPALITY'S needs, any such excess amount shall be refunded by the MUNICAPALITY to the BANK, to be credited by said BANK to the DEVELOPER. 11. This Agreement and said Letter of Credit shall terminate and shall be of no force and effect upon completion of the one year warranty period as described in the above Paragraph 3. If the MUNICIPALITY has not delivered any written notice to the DEVELOPER of any defective or improper work or materials in the construction of the improvements within the twelve (12) month period, or if notice has been given and the defective work or materials have been corrected by the DEVELOPER, the MUNICIPALITY shall forthwith notify the BANK in writing that the Letter of Credit may be canceled, and shall return the original Letter of Credit to the BANK, and both the DEVELOPER and the BANK shall be released from all obligations hereunder and under said Letter of Credit. 12. The BANK may not modify the letter of Credit without first receiving written consent of the MUNICIPALITY. 13. DEVELOPER hereby agrees to indemnify and hold BANK harmless from all claims, causes of action or liability of any kind arising out of this Agreement or the issuance by BANK of this Letter of Credit, including attorney's fees, as long as BANK follows the terms and conditions outlined in said Letter of Credit. 14. This Agreement shall be binding on all parties hereto and their respective heirs, executors, administrators, successors and assigns. Dated at Burlington, Vermont This l Oth day of December, 2008 IN THE PRESENCE OF: AWN Ai T By: Duly orized Agent Chittefiden Trust Company d/b/a Chittenden Bank Dated at Burlington, Vermont This 1 Otn day of December, 2008 IN THE PRESENCE • • :. .. Dated at <0# &(. lh&/PAl , Vermont This day of 6 CC, /Y , 200a E ''7'r SEA •:1 • By: Duly Authori d Agent (MUNICIPALITY) August 20, 2008 Andrew Hill 16 Brookwood Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda for the September 2, 2008 South Burlington Development Review Board meeting. It includes a proposal that abuts property you own The official agenda will be posted on the City's website (www.sburl.com) by the Friday prior to the meeting. PLEASE NOTE A CHANGE IN LOCATION FOR THIS HEARING: The hearing will be held at South Burlington High School in Cafeteria 3, 550 Dorset Street. There will be signage directing you to Cafeteria 3 once inside the main entrance to the school. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dars t Stroei 'Soutr Burlington, YT 05402 lei 802 N401-4106 laac wriw.sburf.c m SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD AGENDA Tuesday, September 2, 2008 Regular Meeting 7:30pm SOUTH BURLINGTON HIGH SCHOOL CAFETERIA 3 - 550 Dorset Street 1. Other business/announcements 2. Minutes of August 19, 2008. 3. Miscellaneous application #MS-08-07 of Yiota Ahladas to expand a non -complying single family dwelling by: 1) expanding the previously approved enclosure from 12' x 14' to 13.5' x 16', and 2) adding a second story 13.5' x 16' addition, 3 Pavilion Avenue. 4. Site plan application #SP-08-73 of the Crate Escape Too to amend a previously approved plan for a 53,000 sq. ft. building consisting of 46,000 sq. ft. of light manufacturing use and 7,000 sq. ft. of pet day care facility use. The amendment consists of adding kennel use to the pet day care facility to allow overnight boarding of dogs, 68 Nesti Drive (old Bouyea Fassetts plant). 5. Site plan application #SP-08-70 of Ray Piche to construct a 120' x 130' retail auto sales lot, 3090 Williston Road. 6. Preliminary plat application #SD-08-43 and final plat application #SD-08-44 of South Village Communities, LLC to amend a previously approved planned unit development of Phase 1 consisting of 156 residential units and a 100-student educational facility, of a 334 residential unit project. The amendment consists of subdividing a 13,613 sq. ft. lot (lot #10) developed with a three (3) unit multi -family _ dwelling into three (3) lots, 130, 136, 140 Allen Road East. 7. Site plan application #SP-08-75 of University Mall, LLC to amend a previously approved plan for a 705,000 sq. ft' shopping center. The amendment consists of constructing a new pedestrian entrance, 155 Dorset Street. 8. Continued sketch plan application #SD-08-26 of South Burlington Realty Co. for a planned unit development consisting of: 1) razing the existing 1000 sq. ft. building, and 2) constructing a two (2) story 15,880 sq. ft. mixed use building, 2040 Williston Road. 9. Continued preliminary plat application #SD-08-76 and #SD-08-77 of Chittenden Bank re- opening the hearing to amend a previously approved planned unit development of 704,655 sq. ft. GFA shopping complex with 618,846 sq. ft. of GLA. The amendment consists of: 1) razing a 4879 sq. ft. drive -through bank, 2) constructing a 7310 sq. ft. drive -through bank, and 3) installing a 1330 sq. ft. temporary drive -through bank. This hearing is being re -opened to correct errors in the decision dated 12/13/07, 55 & 155 Dorset Street. Respectfully Submitted, Raymond J. Belair Administrative Officer ? 5 0aa?S'-t Str'-11 S": 4,1 9 �:' 2 :a':I 9021 tax 002,846,441 ei%-,st#€a•-'C'- M r Engineers + Surveyors + Planners + Landscape Architects October 7, 2009 Ray Belair, Zoning Administrator Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: University Mall PUD, 155 Dorset Street, and Chittenden Bank Reconstruction, 55 Dorset Street — Certificate of Occupancy and Zoning Permit for the Nighttime Illumination of Governmental Flags Dear Ray: On behalf of University Mall, LLC (Owner) and Chittenden Bank (Applicant), I am submitting two applications for your review. Enclosed please find an Application for a Certificate of Occupancy for the Chittenden Bank on Dorset Street and the application fee of $63.00. In support of this application, please find three copies of a plan entitle, "As -Built Plan, Chittenden Bank, University Mall, Sheet AB 1, dated 10/6/09." The plan documents several field changes that primarily involve landscaping. First, the Fagus sylvatica in the island the southwest corner of the bank was not available in the size that was originally specified, and a smaller version was planted instead. To make up for the cost value, an additional three Spirea bumaldi were planted in the same island. I have enclosed an update of the landscaping costs to demonstrate the revision still meets the required budget of $21,500. Further, it was anticipated that the row of mature linden trees along the southern parking lot boundary would need to be removed and thus the proposed landscaping plan included replacing that row of trees with four Cercis canadensis. The lindens were retained and thus the Cercis canadensis were relocated to the northwest corner of the parcel as noted on the As -Built. The relocation of these four trees did not affect the planting list or the costs. I have field checked the landscaping to ensure the required number and species of plantings were installed. Please note that there were seven elm trees that were approved on the University Mall site south of the bank area; five near the main entrance and two near the Vitamin Shoppe (see Sheet P 1). Although these were not included on the As -Built plan, they have been installed. Regarding other items, the bike rack is currently not installed, however it has been ordered and we anticipate it will on site within one week. 50 Joy Drive South Burlington, VT 05403 Business (802) 658-5588 Fax (802) 658-3629 Ray Belair 1017109 Page 2 The two flag poles and two "up -lights" have been installed and the Zoning Permit application for this item is enclosed with the application fee of $33.00. The flag poles and lights were included in the original zoning permit. The bronze colored poles are 35 ft in height and will support one federal U.S. flag and one state of Vermont flag. Each will be 4 ft x 6 ft. The lighting that was originally included on the approved Rudd Lighting photometric plan had lumen value of 40,000 which exceeded the City maximum of 36,000. The two up -lights have been amended to include two 100 watt, metal halide lights with a lumen value of 6,800 each. They are equipped with glare controls and the light source is not visible from Dorset Street or neighboring properties. The manufacturer's cut sheets and specification are included herein, including the mounting mechanism which is at ground level. The location of the poles and lights are noted on the As -Built plan provided. If you should need any further information to process either of these applications, please let me know. Sincerely, Sheila McIntyre Environmental Planner cc: N. Nadeau, Chittenden Bank H. Tremblay, University Mall Plant Schedule and Installation Costs - revised 10/6/09 Key Qtty. Scientific Name Cost Ext. AM 4 Aronia melanocarpa 32.25 322.50 CC 7 Cercis canadensis 247.00 1729.00 CE 3 Clethra anifolia 27.25 83.25 EF 3 Euonymus fortunei 21.75 65.25 FS 1 Fagus sylvatica 475.00 475.00 IG 2 Ilex glabra 32.35 64.70 JS 4 Juniperus scopularum 43.75 175.00 JP 17 Juniperus procubens nana 17.25 293.25 SB 9 Spirea x bumaldi 16.25 146.25 SM 8 Syringa meyeri `Paliban' 46.25 370.00 UA 10 Ulmus americana 840.00 8,400.00 Subtotal plant material 12,124.20 Tax 7% 848.69 Markup 1.3 15,761.46 Replacement 4% 484.96 Trucking 12% 1,454.90 Labor 73 hrs. @ 25.00 1,825.00 Amendments 725.00 Stakes 51 @ 3.00 156.00 Bark mulch 20 yds. @ 41.00 820.00 Total Planting Cost $22,076.01 Perennials Key Qty. Scientific Name Cost Ext. HE 50 Hemerocallis 2.29 114.50 VM 100 Vinca minor 1.30 130.00 Notes: -Total planting cost does not include perennials. - Cost of plant material is based on Four Seasons Garden Center Spring 2007 prices and 2009 Northern Nurseries Inc. CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five worki g days. 24 V.S.A. § 4471(c). NEARING DATE: O\ ABFL9 C u_u NAME MAILING ADDRESS PROJECT OF INTEREST 3o'On i Q =tip SuL�� �`l I.`s % ,. vt- o -,xo r • �2j 0 S. 437�- ✓-{ . Pik CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: .J�Qxl NAME MAILING ADDRESS PROJECT OF INTEREST 'R�'W op-e- H cbo Ra 0 (TAt4m v weer o-f 4o i-°rb / j 6E, 1//Cl<l Fll- Trvv®'P\ bosAgLotj 66 KwRd 10 CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: %I o V t Zy 0 NAME MAILING ADDRESS PROJECT OF INTEREST 00 . j: /V ,L.0 V(- Lcl 0 7 y 141-1 -,5;9. � �-� AA��L;s;U-S ?o 3oa "j V� iL CeMSUL�t W ILLt�C►l''1� V G �' � j FF,4A�t''M 'Ro('5et+ shy 6rcvtF &^j S6'b P d 36 x %�r��r�Stw1,V( OsyO2'636i l � Cyk,(�� L-A-+cam CleweLC Zo lC�,,,�,4.(.l (mac_ l 1, ew C c ,U - b� a �, el S(ll.t 1G� A,) 0.t�� 3 Ccc�eti {� CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: /l 4 6 P NAME MAILING ADDRESS PROJECT OF INTEREST 33 P41 Nr�_ (� M ,Aa-t 5 F+ t�i7 �/ t`"� <-1'0 o g�tcu-c ironlr�T � l =f�ritP 11/06/2008 Cx-y of South Burlington Grand'_ st Page 1 of 1 03:24 pm Parcel Report bmcdonough For Parcel: 0570-00055. CHITTENDEN TRUST CO Name CHITTENDEN TRUST CO C/O FACILITIES MANAGEMENT 2 BURLINGTON SQUARE/ P O BOX 820 + y BURLINGTON VT 05402-0820 ((( Location (A) LEASED LAND 911 55 DORSET ST Tax Map 16-004-003 Desc. BUILDING ONLY Codes: (1) (Category)C (Equipment) (Owner)C Wood Crop Pasture Other Site Total Acres: 0.00 0.00 0.00 0.00 0.00 0.00 Real Land Building Equipment Inventory Values: 476,300 10,000 466,300 0 0 Homestead Veterans Farm Stab. L.U. Acres Land Use 0 0.00 0.00 0.00 0.00 Contract Lease Prev. Eqpm Land Use Amt Prev. Real 0 0.00 0 0.00 476,300 Housesite Special Exmp Grand List 0.00 0.00 4,763.00 Misc: Status: T Bill #: 51693 Updated: 04/25/2008 Last sale was: Invalid on / / for $0 recorded on 0/0 Grievance Info: Flag: N Remarks: (1) Misc Fields: (0): 150078000 (8) : N (9): 06/23/00 SPAN: 600-188-11248 d �/ v November 20, 2008 Sheila McIntyre Summit Engineering 50 Joy Drive South Burlington, VT 05403 Re: Minutes — Chittenden Bank Dear Sheila: For your records, enclosed is a copy of the approved November 4, 2008 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. r;r riars t Streot South Iturlingtmn, VT 05403 tel 802-646,Wff tax ROIAM4101 vo .iburt,co a e"6 dw f�u DEVELOPMENT REVIEW BOARD 4 NOVEMBER 2008 Members asked what the "bio-retention" area was. Mr. Marshall said it is a shallow retention pond and the area for snow removal/storage. Members favored the single unit approach rather than the previously approved multi -unit building. Mr. Belair noted that the regulations would allow a private road. Ms. Quimby said she would be opposed to a public road and felt there is no way Public Works should have to be responsible for the road. Members agreed on a private road. Mr. Knudsen rejoined the Board. 7. Preliminary Plat Application #SD-08-52 & Final Plat Application #SD-08-53 of Super -Temp Realty Co., LLC, for a planned unit development consisting of a 35,000 sq. ft. manufacturing facility to be constructed in two phases, phase 1 consisting of 30,000 sq. ft. and phase II consisting of 5,000 sq. ft., 104 Bowdoin Street: Mr. Marshall said the plan is not altered from what was previously approved. The developer did not get a building permit within the allowable time. Mr. Dinklage reminded the applicant that they will be paying for the traffic signal. Mr. Marshall noted that the Association is collecting money for this. Mr. Marshall also showed the building elevations. He noted a height waiver was granted for the tower area. The applicant committed to building what was shown in the elevations. Ms. Quimby noted that the Public Works report was again missing. Ms. LaRose noted it relates to Bowdoin St. Originally there was to be a cul de sac, but that has now been removed. Ms. Quimby asked if Public Works has seen the new configuration. Mr. Behr said if the stipulation requires the applicant to adhere to Public Works' comments and those are no longer applicable, there could be an issue. Mr. Belair then retrieved the Public Works memo which satisfied Board members. Ms. Quimby moved to approve Preliminary Plat Application #SD-08-52 and Final Plat Application #SD-08-53 of Super -Temp Realty Co, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. Final Plat Application #SD-08-51 of Chittenden Bank to amend a previously approved planned unit development consisting of 704,655 sq. ft. GFA shopping center complex with 618,846 sq. ft. of GLA. The amendment consists of: 1) razing a 3310 sq. ft. drive-in bank, 2) constructing a 4638 sq. ft. GLA drive-in bank, and 3) installing a 1330 sq. ft. temporary drive-in bank, 55 & 155 Dorset Street: -7- DEVELOPMENT REVIEW BOARD 4 NOVEMBER 2008 Ms. McIntyre said 2 things have changed from the previous plan: The scale of the building has been reduced. The second floor will not be occupied but will be used only for storage. The plan to abandon the water line was too expensive, so they will now use it but bring in a second line for fire protection. Ms. LaRose said the Water Department is agreeable to that. Mr. Dinklage asked if there is an additional drive-thru lane compared to what is there now. Ms. McIntyre said there it, and it was in the previously approved plan. Mr. Dinklage noted the approval would re -approve the whole Mall parking waiver. Mr. Belair said that other than the Christmas season, there are no issues with parking. He added that the temporary units would take up some parking spaces until it is removed. The approval motion was amended to remove the requirement to dig up the old water line. Ms. Quimby moved to approve Final Plat Application #SD-08-51 of Chittenden Bank subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. 9. Continued Conditional Use Application 4CU-07-09 of L. E. Farrell to change the use of a 94,000 sq. ft. light manufacturing building to warehousing, processing, storage & distribution use, 20 Karen Drive (Pepsi plant): and 10. Continued Site Plan Application #SP-07-83 of L. E. Farrell to change the use of a 94,000 sq. ft. light manufacturing building to warehousing, processing, storage & distribution use, 20 Karen Drive (Pepsi plant): The applicant reviewed the history of the building which has been a bottling plant since the 1980's. It would now be used for warehousing. The Plant is now owned by Pepsi Bottling Ventures. The wetland delineation was done, and they now have a State CUD. The original parking plan has been modified. They will now also tear down the big satellite dish. Ms. LaRose said staff is pleased with the CUD and recommends approval. Mr. Behr noted that the motion refers to 47 parking spaces and he counted 67. This will be corrected in the motion. Trip ends will also be checked on and the motion amended to be accurate. South Burlington Planning Zoning New Non -Residential Construction Impact Fees Grand List April 1, 2oo8 Project Name & Address Property Owner Effective Date TOTAL IMPACT FEE Value of New Construction: Tvne of Construction Type of Use Fireproofed Steel Skeleton or Reinforced Concrete Masonry or Concrete SF Bearing SF Wall Structure Wood Frame Structure Pre -Fab Steel SF Structure SF Industrial/Manufacturing S66 S69 S65 S64 Engineering & Research S88 S96 S93 S88 General Office S123 S113 silo 4,638 S104 Medical Office S133 S71 S69 S67 General Retail S84 S54 S51 S41 Auto Service Facility 84 81 S78 Elder Care Facility 102 S74 S72 S72 Motel 7 Sprinkler credit? (Enter 1 if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: PM Peak Hour VTEs Past payments credit: Future payments credit: OTHER CREDITS: ROAD IMPACT FEE: Post -it's Fax Note 51.08 $332.31 $494.17 7671 Date From $510,180 $1,275,450.0 $476,300 $161.94 $520,180.00 $156.05 $769.10 $451.10 # of antic Co./Dept. Phone # Phone # Fax # Engineers + Surveyors + Planners + Landscape Architects TRANSMITTAL LETTER DATE: November 6, 2008 TO: Ray Belair ADDRESS: Planning & Zoning City of South Burlington 575 Dorset Street South Burlington, VT 05403 FROM: Sheila McIntyre, Environmental Planner PROJECT NO. 7723.08 LOCATION: Summit Engineering, 50 Joy Drive, South Burlington, VT 05403 PHONE NUMBER: (802) 658-5588 FAX NUMBER: (802) 658-3629 ATTACHED: University Mall / Chittenden Bank, 55 Dorset Street Enclosed please find three copies of the amended landscaping detail, Sheet D2, revised 11/5/08 per condition 3 (a) of the draft decision. Also, please find one recordable mylar of Sheet S3, last revised 9/24/08 and a check for $11.00 for recording. To confirm, Chittenden Bank submitted their final Wastewater Allocation request and check for $220.80 on December 28, 2007 to Juli Beth Hinds. I understand that condition 6 has been met. 50 Joy Drive South Burlington, VT 05403 Business (802) 658-5588 Fax (802) 658-3629 November 6, 2008 Normand Nadeau 2801 Brand Farm Drive South Burlington, VT 05403 Re: Final Plat Application #SD-08-51, Chittenden Bank Dear Mr. Nadeau: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant 575 Oar3, t Stru t South Burlington, VT 1115413 W - 0 .04 .*M fax 862. 49AM www.wburf.com 0"14216', r_46, L5100A south urli gtou PLANNING & ZONING November 6, 2008 Sheila McIntyre Summit Engineering 50 Joy Drive South Burlington, VT 05403 Re: Final plat #SD-08-51 Dear Sheila: 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 November 4, 2008 (effective 11/6/08). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be submitted & recorded by May 5, 2009) or this approval is null and void. If you have any questions, please contact me. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7008 0150 0003 6150 6017 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: October 30, 2008 \drb\sub\universitymall\chittendenbankfinal_revised. Plans received: October 7, 2008 doc 55 Dorset Street FINAL PLAT APPLICATION #SD-08-51 Meeting date: November 4, 2008 Aaenda #8 Owner Applicant University Mall LLC c/o Finard Properties LLC Chittenden Corporation 155 Dorset Street Two Burlington Square South Burlinqton, VT 05403 Burlinqton, VT 05401 Engineer/Contact Property Information Sheila McIntyre Tax Parcel 0570-00155 Summit Engineering Inc C1 Zoning District; 50 Joy Drive 51.76 acres South Burlinaton. VT 05403 Location Map CITY OF SO UTH B URLING TON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final.doc Chittenden Corp., hereafter referred to as the applicant, is requesting final plat approval to amend a previously approved planned unit development consisting of a 704,655 sq. ft. GFA shopping center complex with 618,846 sq. ft. of GLA. The amendment consists of: 1) razing a 3310 sq. ft. drive-in bank, 2) constructing a 4638 sq. ft. GLA drive-in bank, and 3) installing a 1330 sq. ft. temporary drive-in bank, 55 & 155 Dorset Street. The application was originally approved at the December 11, 2007 meeting (minutes attached). The new application reduces the size of the proposed building footprint over both the existing bank and the approved bank. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on October 7, 2008 and have the following comments. Zoning District & Dimensional Requirements: Table 1. Dimensional Requirements C1 Zoning District Required 117*immg Proposed Min. Lot Size 4,000 S.F. 51.76 acres 51.76 acres Max. Building Coverage 40% 31.3% 31.3% 4• Max. Overall Coverage 70% 74.8% 74.8% Front Setback 50 ft. Approx 42 ft 60 ft. Side Setback 10 ft. >10 ft. >10 ft. Rear Setback 30 ft. >30 ft >30 ft. + Front Yard Coverage 30% 34.1 % 32.8% Max. Building Height 40 ft. 30.8'. 4 zoning compliance + pre-existing non-compliance; not made worse by this application PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the Land Development Regulations, the Development Review Board shall consider the following in its review of subdivision and Planned Unit Development (PUD) applications: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. CITY OF SOUTH B URLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final.doc Pursuant to Section 15.13(B)(1), municipal water service must be extended to serve the proposed development. Prior to final plat approval, the applicant must obtain final water allocation approval from the South Burlington Water Department. The South Burlington Water Department reviewed an early set of plans and provided comments in a letter dated November 7, 2007. 1. The applicant shall adhere to the comments of the South Burlington Water Department as per the letter dated October 12, 2007. 2. The applicant shall obtain final wastewater allocation approval from the Director of Planning and Zoning prior to permit issuance. Sufficient grading and erosion controls will be utilized during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the DRB may rely on evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. 3. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. In making this finding the DRB may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. Access to the property is proposed via an existing curb cut off of Dorset Street. There are no changes proposed to this curb cut. The applicant is proposing a change in vehicle circulation on the site. Specifically, vehicles will now be permitted to enter and proceed straight to the parking lot. Staff finds the new circulation acceptable. There are no changes proposed to the egress from the site. Two exit lanes remain. Traffic Staff has determined that the most appropriate variable to use to project additional traffic generation is the drive-in lane variable. ITE estimates that adding one (1) additional drive lane will generate 51.08 additional vehicle trip ends. 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. In making this finding the DRB shall utilize the provisions of Article 12 of these Regulations related to wetlands and stream buffers, and may seek comment from the Natural Resources Committee with respect to the project's impact on natural resources. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final.doc There are no wetlands, streams, wildlife habitat, or unique natural features on the site. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed use (drive -through bank) is a permitted use in the C1 Zoning District. The project is in compliance with the uses and goals specified in the Comprehensive Plan. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. There is very little open space on this site as it is covered by 74% with impervious surfaces. The green spaces that are provided are contiguous and exist mainly along Dorset Street. The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided. The South Burlington Fire Chief has reviewed the plans and provided comments in a letter dated January 8, 2008 (attached). No changes to the plan are required. 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 properties. Staff feels this criterion is met through 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 the plans and provided comments in a memo dated November 29, 2007 (attached). One of the issues of concern is the walkway to the adjoining parking lot for the mall. The walkway enters the bank parking lot and dead -ends at a parking space. Staff concurs with the City Engineer. This parking space should be striped so as to facilitate pedestrian traffic. 4. The applicant shall adhere to the comments of the City Engineer's comments. The plans shall be revised accordingly. 5. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. CITY OF SO UTH B URLING TON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitvmall\chittenden prelim final.doc Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. The applicant has submitted lighting cut sheets and a point -by -point plan; they are in compliance with the SBLDR. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff finds that the proposed project is consistent with the goals and objectives of the Comprehensive Plan for the C1 Zoning District. SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the proposed project accomplishes a desirable transition from structure to site and from structure to structure. Pedestrian movement is adequate. According to Table 13-1 of the Land Development Regulations, the shopping center (to which the bank is part of the University Mall PUD) requires 5.5 parking spaces per 1,000 SF of GLA. Therefore, the 620,174 SF of GLA shall require a total of 3,411 parking spaces. The applicant is proposing a total of 3155 parking spaces, a shortfall of 256 parking spaces, or 7.5%. Therefore, a 256 parking space, or 7.5% parking waiver is requested. Staff supports this waiver. 6. The Board grants a parking waiver of 256 spaces, or 7.5%. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Most of the proposed parking is located to the rear or side of the proposed building. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. Staff feels the height and scale of the proposed building are compatible with the site and the existing buildings in the area. The height of the building is within the limits for the district. CITY OF SOUTH B URLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final.doc (d) 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. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted architectural details of the proposed structure, which is to be similar to the existing Chittenden bank located at Tafts Corner in Williston. Staff finds them aesthetically pleasing and in compliance with this criterion. (t) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted architectural details of the proposed structure, which is to be similar to the existing Chittenden bank located at Tafts Corner in Williston. Staff finds them aesthetically pleasing and in compliance with this criterion. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not support a vehicular connection to the surrounding property. There is a pedestrian connection, via wooden stairs, to the south. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already stated that pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans show an enclosed dumpster on the southwesterly corner of the property. (d) Landscaping and Screening Requirements CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final.doc Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the Land Development Regulations. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. The applicant has prepared a sufficient landscaping budget. The South Burlington City Arborist has reviewed the plans and stated that the plans are acceptable. However, the Tree and Shrub Planting Details and Specifications include a note to remove the wire from the visible root ball. This should instead be cut back to the top third or removed completely. 7. The plans shall be revised to adhere to the stipulations of the City Arborist: the burlap, rope, and wire which surrounds the root ball shall be cut back by the top third or removed completely. The planting specifications shall be revised to indicate this change. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The plans do not depict any snow storage areas. As part of a recent application involving another portion of the PUD, the applicant was required to show snow storage areas as a condition of approval. Staff has some remaining concerns regarding the proposed snow storage areas. This should be discussed at the hearing. 8. The Board should discuss the snow storage areas on the PUD. Other- Drive -Thu Facility Per Section 5.01 of the SBLDR, all applications for a drive -through facility shall be subject to conditional use review and the following restrictions: (a) Compliance with Traffic Overlay District Provisions, if applicable; The proposed project falls outside of the traffic overlay district. (b) Compliance with an approved access management plan, providing for curb cut consolidation and secondary access; The access management plan appears sufficient with respect to curb cuts. (c) Mandatory technical review by a traffic consultant to determine adequate stacking lane length and aisle width. The applicant had submitted comments from their engineer addressing this criterion. There are no changes in the number of vehicles which may be queued in the lanes. The available length is shortened, but an additional aisle is added. Again, the proposal shall be evaluated for conditional use review: a. the capacity of municipal or educational facilities Staff does not feel that this project will adversely impact this criterion CITY OF SOUTH B URLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final.doc b. the planned character of the neighborhood Staff does not feel that this project will adversely impact this criterion c. traffic on roadways and highways in the vicinity As previously noted, this proposal is projected to generate an increase in the vte's of the lot; however this will not have a net adverse effect. d. bylaws in effect This proposal is in compliance with the bylaws. e. utilization of renewable energy resources Staff does not feel that this project will adversely impact this criterion Other- Temporary Bank Trailer The applicant is proposing to temporarily locate a trailer on the University Mall site during the demolition and construction phase of the new building. The trailer is proposed to be located just south of the center entrance drive, in an existing parking lot. The trailer will be 24 x 60 ft and will include a walk-in entrance and drive -up window. The temporary trailer is proposed to be served by municipal water and sewer from within the Mall site and the trailer will temporarily occupy 29 parking spaces during construction. When the new bank is completed, the trailer will be removed and the site restored to its previous condition. The applicant is proposing a timeline of one year. Staff supports the location and duration of the proposed trailer, but advocates that it not be utilized until after January 1, 2009 and removed no later than May 1, 2010. 10. The temporary trailer shall be removed by May 1, 2010. 11. The Board grants an additional, temporary, parking waiver of 29 parking spaces RECOMMENDATION Staff recommends that the Board approve Final Plat Application #SD-08-51 subject to the numbered items in the staff section of this report. Respectfully submitted, athya I LaRose, Associate Planner Copy to: Sheila McIntyre, Contact SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD DECEMBER 11, 2007 Mr. Gracyk also showed pictures of vehicles parked over the property line. Mr. Dinklage noted any approved use will not permit this to continue. Ms. Quimby moved to continue Final Plat Application #SD-07-55 of R. L. Vallee, Inc., until 8 January 2008. Mr. Behr seconded. Motion passed unanimously. 16. Site plan Application #SP-08-87 of City of Burlington/Burlington International Airport to amend a previously approved plan for a 297,000 sq. ft., 3-level parking garage addition for 2,075 spaces. The amendment consists of revising the landscaping plan, 1200 Airport Drive: Ms. Quimby moved to continue SP-08-87 until 8 January 2008. Mr. Behr seconded. Moti passed unanimously. 017. ublic Hearing: Preliminary Plat Application #SD-07-76 & Final Plat Application #SD-07-77 of Chittenden Bank to amend a previously approved planned unit development of a 677,739 sq. ft. GFA shopping complex with 616,962 sq. ft. of GLA. The amendment consists of: 1) razing a 3310 sq. ft. drive in bank, 2) constructing a 6000 sq. ft drive-in bank, and 3) installing a 1330 sq. ft. temporary drive-in bank, 55 and 155 Dorset Street: Ms. McIntyre said there has been one change since sketch plan. The location of the emergency exit door has been moved to the south face of the building. They have added some landscaping to meet the budget, including 7 trees on the UMall site. Mr. Belair noted that the City Engineer suggests removing the parking space opposite the pedestrian path. Mr. Bishop said they will align the stairs so they line up with the pedestrian striping. The applicant asked for a May 1, 2009 date for removal of the trailer. The applicant questioned the insistence on sizing the elevator to accommodate a stretcher. Mr. Dinklage said that can be waived only if the stairwell design can accommodate a stretcher in the laid out position. Stipulation #6 was amended to add: "...or as subsequently amended." Ms. McIntyre said they have no problem complying with the requests of the Arborist. Mr. Quimby moved to approve Preliminary Plat #SD-07-76 and Final Plat #SD-07-77 of Chittenden Bank subject to the stipulations in the draft motion as amended above. Mr. Behr seconded. Motion passed unanimously. 18. Continued Public Hearing: Conditional Use Application #CU-07-09 and Site Plan Application #SP-07-83 of L. E. Farrell Co., Inc, to change the use of a t� Sou{,.. Burlington Fire Depf . tment 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief January 8, 2008 Ms. Juli Beth Hines, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Chittenden Bank, University Mall Branch Dear Juli: Since the last meeting of the DRB I have met with the developers and architects for the new Chittenden Bank branch on Dorset Street. I am satisfied with the changes that were made at our meeting to address the concerns that I had raised in my letter of December 11, 2007. Should you need any further assistance on this project please feel free to contact me. ' cerely, Douglas S. Brent Fire Chief Prod DHw yr—___________________________________—w__--jZQ,L o - -- -! . _._ c i I I D 0 R S E T STREET / I SITE AND GRADING PLAN Legend Praperty Llne 0 Light Pole — — — — — Easement Lk. - Hytl t Lease Una ® Cattl Bo-k -----ss----- S—ft yS.— U'. ® ,uonhd: -----w----- wate,U- ® wat.. vd.e n----- storm sees.. L➢re Dag va. --.. �.... Cos Lke '- Ngn U/L// - Underground W911ka ❑E T -honer Tetephan 1CATV Bo- Parod &Y. LANDSCAPING PLAN NPN/GDo c+PN/ wp EXISTING CONDITIONS oah 11/13/07 GRAPHIC SCALE SM CHITTENDEN BANK ORAMNC NO NPN BUM i• ENGINEERING, INC UNIVERSITY MALL S2 C//FCJ{'m SM Englneai- 9ulve . Ptennero •Lan Archttects 50 Joy Drive PRO, CT NO IN �ET0 MAE South Burlington, VT 05403 DORSET STREET 1 man = 2r XENAA/E mzac7 1e=20' a-. B(802) 658 5s ra. (802) 658-3629 SOUTH BURUNGTON, VERMONT ©7723.08 N/F UNIVERSITY OF VERMONT INTERSTATE 89 VERMO',\iT ----mil.--r- �n PJRUY '\ \ 17 EXISTING NOIS WALL N74— — — — Z _ — — 18 I.H. DISTRICT TROMBLEY , C-1 DISTRICT" — LOADING i I I N/F I HORIZON HEIGHTS N/F #GOL SPEAR CUPOLA GOLF COURSE INC. 1-89 SOUTHBOUND �— 1-89 NORTHBOUND —� �-89—BAELINE r_ ON_a... LOADING 1 /AR A SH ERRIIDA � \ / 19 DRAAYER N/F \ 7 KOHL'S & YANGi \ \ZO LOADING HANNAFORD'S s /WALS \ `p Aig LSH ROB B INS l / 20 o -,, — _ C 2 8- 12LJ I n UNIVERSITY MALL /-\ EXISTING MALL STORES 1 HOME b �I "I'll" f vU R` \ GOODS 19 JC PENNEY A,o & CHUNG ` 1 19 i s2 \ 19 N/F COUTURE — I % ` EXISTING— _ 15 34 MALL N/F I 33 V 19 ENTRANCE JOPPE—MERCUR:\ II 311 U20 U N/F \ v \\ SHEPARD 25 �� rp 17 61 1 N/F 1 LOAM A •;�1 37 BON -TON 1Ct 37 39 39 37 36 37 39 8 33 32 20 20 SAL , q \ 39 37 21 21 Zp �� u 'Q4-2 -- N/F �0 SEARS\` A8 11 13 17 0O` c c C16 MARL HESSAILL 1 18 18 I ' \ CENTS — 11 t9 T'�'CI c c c \N/F , 4 _DAmuo� \\ \ i o 4 5U 1S? ,10 7 EMo NCOB /7 N/F DESARNO 8 PORWYiRRANK TR— 5 5 4 BEGIN �Y OFF —RAMP O i 8 8 20 � g9 � 3 \7 t -AgI'G 5 AREA 4 SEARS STORE PARKING STRUCTURE EXIT )ILY 8 8 8 8 1'.. 1 8 8 9 I. DORSET STREET PROPDsmJ CHITTENDEN BANK --/%%% -- -------__.7___I % � I N/F I RW 1(TpBERGE N/F I N/F N/F 1 ABJ INC. I I I MCKENNA I REALTY REALTY I& BOUTI I� WOOD I ORSET SQUARE ASSOC. I I 1 I I I I II 3 N /F I 1 AMI BURLINGTON INC. BARNES NOBLE & UNIVERSITY MALL — PROPOSED CHITTENDEN BANK INFORMATION REVISED 9/24/08 TOTAL AREA 2.254,666 SF = 51.76 Acres COVERAGE INFORMATION Buildings: 704,655 SF Existing =31.3R +328 SF Proposed 704.903 SF Total —31.3% Total Impervious: 1.686,645 SF Existing —74.8% +309 SF Proposed 1.686,954 SF Total —74.8% Total Pervious: 568,021 SF Existing =25.2R —309 SF Proposed 567,712 SF Total —25.2% GROSS LEASE AREA 618.846 SF Existing —241 SF Proposed 618.605 SF New total N/F SOUTH BURLINGTON REALTY CORP. SOUTH BUR BURLINGTON N/F REALTY CORP. RW REALTY ASSOC. LOT COVERAGE IN 30' SETBACK ALONG DORSET STREET Buildings: 1.004 SF Existing/Proposed = 1.8% PARKING Impervious: 16,745 SF Existing Total spaces - 3,155 Spaces —4 8 SF Proposed 16,247 SF New Total = 29.5% Handicap spaces: 43 on site, 8 in parking structure = total of 51 Pervious: 37,292 SF Existing Breakdown of 3,155 Spaces: 37,790 IF Proposed = 68.7% 983 In Parking Structure 2.172 on site TOTAL: 55,041 SF = 100% CRA111LIIC SCALE o IN FEET ) i inch = laalt. Location, LOT COVERAGE IN I.H.O. DISTRICT ALONG 1-89: BUILDINGS: 33,937 SF - 8.8% PAVEMENT: 144,705 SF = 37.7% GREENSPACE: 205.268 SF = 53.5% TOTAL 383,910 SF - 100% ��VBUT FUTURE ACCESS APPROVED BY CITY NOT CONSTRUCTED\ 1 ` I ` I 1 I \ I I LARKI �� \ OctI SO 8 v-AnWon N/F N j� TEKRAM PARTNERS I GREER N /CHAb OWNER OF RECORD• UNIVERSITY MALL, LLC VOL 778, PG. 63 C/O FINARD PROPERTIES. LLC 155 DORSET STREET SOUTH BURLINGTON, VT 05403 Q�—T / I T— li 1 a II Driveway II N/F r IPaquette II J I I I 1 Sty. NF q House y'Z- '2 Uti/ifies — Vaul f/Pad nth l T�'� I Telephone Manhole ki l 7I7 e� -vy I, SMP 8 8 >1 Existing Meter do � _ - Bockflow Prevention W }. !30 f---PROP111"c 3/Ar n a COPPER W / o_ 3 -.. ., _ SERVICE (TO BE ABANDONED WHEN•`Q�t GRAPHIC SCALE m BANK +`j G°Q 30 0 1e 30 REMOVED) CONNECT 70 METER AND BACKOW EXISTING WATER 1 Inch 30 ft.I c� FLVICE/ I ,k ` INSTALLEDIINTBUII ING Q CONNECT SEWER 15'x15' Utility----\ J�� / ' 1 TO EXISTING MANHOLE Easement 7i . c3 Transformer----- i / I _ CN 12x26 Utility Pad SUMMIT SNOINSSAINO INC Electric= INST NEW Easement Meter CUR BOPS Enph ,y - Survey,,. PoN,,Wn . U l �— Sidewalk �— — — 50 Joy Drive __. South Burlington, VT 05403 fW NAME SV~ Bus. (e04 ase-saes Fox (802) 45e-3e29 SOU7 TEMPORARY OCCUPY 29 Paved a w-------------------------------------w----iZQ------- -- -----t'------5'-�� I 0 . OP . . . . . . . .. . _. . . ale (Marks, Se ) e.aJ1mar 117 ° Rkn-J7a97 Inv.-30917 (11• ppp;;; �/ ` t Inv 31 . B• PYt 1 lnv. JGf331 (I1" PE)) ABAl10fX1 I l v W6.72 (Bohan Monho/e) CAP /nv=3 Nafh ) 1� 3O14 catch Basin,7310 Rka-31328 WV.-3W-5 - / I. " - BB 2"(7.ath1 Il .=-J30G89..43 311PE�IWP 1. .. ltg-., •.., REPLACE fB M PERV<IOUS • �JN-6Y((6 N i CONCRETE �\1ak 1fVAC IIL'TEIt { I'a IK 314.4 J1C4o 14 e M — I' 3169 Pblkro PROPOSED CHITTENDEN DANK w PROPOSED--, ROPOSED i 3638sf BUILDING — — mu m CSWTAMMU i I FFE 315.5 y �w� a,a i I;I I I I\ � 311.4 O CofM B.wh ��\ ,a119I F RNn=3IJ35 I va310.15 (1T" WbefJ \ S - I v.=JIO.1S (10" Eosf) \ CN \ 31A l v=311.10 ("PVC) 1®IAfE M CB \ Ryp/ J164 I 314.5 15 3M0 40MV.zlO1.B 11S q!h { - -' - - - - 4. i14 =4.b 6 314.0 yK t9R� I ERR \ I�Ii0PO5FD e - �,.¢ �iCONCRETE �TO CLW MA7CH EXWM ,3rDCarn�11 1e%•lbwnnf .y Gafah Poved BSepsB1 UET \ UET Powo ekipwM ET ----------- -- ---S*---- �Br--=-'----- - - - - - - a ae 1 1- 313. J09.18 (12" PE /a) Ovrhsad ,¢, Inv-J06.83 (10" CMP /n) C Sign SWetae / , I � I O R S E T STREET ----D SITE AND GRADING PLAN Leeend R°perty Line 0 Light Pole - - - — Easement Lhe -6- H/dr-t — Lease Lln. ® C— Hain ----- '---- Sonit y Sewer lkht Oa Munhal ---- _---_ w for Line ® Water vlw _----ST----_ Stam Sewn Lkre eG Gas V.Iw Gae Line Sign --U/C/1. .... Underground UM16es ❑F Tronsramer 0 Te*ho ATV Bow b D O R S E T S T R E E T LANDSCAPING PLAN Plant Schadule: Trees and Shrubs KU Q Scientll'c Nome Common Nome slat Note AM 4 Arta met--rpo Ytking' Black Chokebemy 10 got. Cc 7 Cercis canadensts £astern Radbud 2-2.5" col. CE 3 Cleth- anhidio 'compaeta' Compact Wt. Summ--t 3 got. EF 3 Euonymus fortune/ Emerold 'N Gold Eu-yFnus 3 gal. FS 1 F.gu. sytwtico itver W Ri— Purple Beech 3-15• col. IG 2 ilex glob- 'compact.' Compoct Inkbemy 5 got. JS 4 Jun s s-putorum Skyrocket .Afnip- 5 gd. J. 77 .Mnerus proeubens nano Dwarf Jop. Gorden Juniper 2 gal. SB B Spirea x bumaldl Ume Mound' Spkv. 3 got. SM 8 Syrhlg. meyeH ' alfbkf' Dwarf Korean Lgoc 36-42• UA 10 U/mus americcna A-1can Liberty Elm 20-24' S Sheet P1 Perennials K" Qfx Scientific Nome Comm- Nan. S&C HE 50 HemerocdBs Assorted DoNsies 3.5• pot M/ 100 Via- minor Perlwinkl. 2.25• cell J R£N9'D 6YATMW AAD WARP LbYE 1 S?W7 S7AWS r ALr f= [AW A~ AAD Li9/t£-RMy/ f!!✓A NOU / KEN9'AV GRAPHIC SCALE SM ORAAW NPN SUMMIT ENGINEERING, IN C!/EUrm Enpineea.9urveyan. Planner°. LeMeceoe ArchM SM 50 Joy Drive (a FEED) ---4W South Burlington. VT 05403 t man = z0 n F&E Ak E SZLVW 1w-20' Bus. (802) 658-55M Fa. (802) 558-3629 OA IF FINAL PLAN OA IF 11/13/07 CHITTENDEN BANK ORAWNG NO S3 UNIVERSITY MALL PROk'CT NO DORSET STREET SOUTH BURU GTON, VERMONT © 7723.08 As wn iall Low, iteria ired vitl be hear- >perty m ty sta- est for listrict umber :on. .he 'mine ig a ings will imis- is ty for -Com- Friday, are Plan- P[an- Dperty is :0 10 rdci- er 10 mt, .vt.us )f ial c 3rd at igton. s .ic nts and F .e ;ident pass or desig- ential on that street pursuant to section (g). In addition the Police Depart- ment shall issue resident parking permits to car share organizations for parking on all streets, or por- tions thereof, that are designated "resident parking only" pursuant to section (g). (1) through (2) As Written (g) Specific conditions. (1) through (9) As Written Adopted this 8th day of October 2008 by the Board of Public Works Commissioners: Attest Norman Baldwin, P.E. Assistant Director -Technical Services Adopted 10/8/2008; Published 10/15/2008; Effective 11/5/08. Material in [Brackets] delete. Material underlined add. NOTICE OF PUBLIC HEARING TO AMEND THE TOWN OF CHAROTTE LAND USE REGULATIONS Pursuant to 24 V.S.A. Section 4444, the Charlotte Planning Commission will hold a public hearing at the Charlotte Town Hall on Thursday, November 6, 2008 at 7:45 PM for the purpose of receiving public comment on proposed amendments to the Town of Charlotte Land Use Regulations. The purpose of the proposed amend- ment is to make certain edits as found to be necessary and desirable based on public feedback and use of the document following its adoption in 2006. The proposed amendments to the Land Use Regulations will affect all Lands within the Town of Charlotte. The proposed amended Land Use Regulations will have the following table of contents (abbreviated): Chapter I. Authority & Purpose Chapter II. Zoning Districts & District Stapdards Chapter III. General Regulations Chapter IV. Specific Use Standards Chapter V. Development Review Chapter VI. Subdivision Review Chapter VII. Subdivision Standards Chapter VIII. Planned Residential & Planned Unit Development Chapter IX. Administration &Enforcement Chapter X. Definitions The full text of the amendments is available for review at the Charlotte Town Office and on the Town's web - site: http://www.chartottevt.org. ential OPENINGS iod BURLINGTON CITY COMMISSIONS/ Oc- BOARDS On Monday, October 27, 2008, the Burlington City Council will fill vacancies on the following City Com- Applicants must be nominated by a member of the City Council to be considered for a position; a list of Council members is also available at the Clerk/Treasurer's Office. Please call the Clerk/Treasurees Office at 865-7136 for further information. The City of Burlington encourages persons from diverse backgrounds to apply to serve on boards, commis- sions and committees. The City is committed to providing equal oppor- tunity to all persons without regard to political affiliation, race, color, religion, age, sex, sexual preference, national origin, disability or any other non -merit factor. 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 November 4, 2008 at 7:30 P.M. to consider the following: 1. Final plat application #SD-08- 51 of Chittenden Bank to amend a previously approved planned unit development consisting of a 704,655 sq. ft. GFA shopping center complex with 618,846 sq. ft. of GLA. The amendment consists of: 1) razing a 3310 sq. ft. drive-in bank, 2) con- structing a 4638 sq. ft. GLA drive-in bank, and 3) installing a 1330 sq. ft. temporary drive-in bank, 55 & 155 Dorset Street. 2. Preliminary plat application #SD-08-52 & final plat application #SD-08-53 of Super -Temp Realty Co, LLC for a planned unit development Consisting of a 35,000 sq. ft. manu- facturing facility to be constructed in two phases, phase 1 consisting of 30,000 sq. ft. and phase II consist- ing of 5,000 sq. ft., 104 Bowdoin Street. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are avail- able for public inspection at the South Burlington City Hall. October 15, 2008 STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO. 1241-06 CnC HSBC Bank, USA, NA, Plaintiff V. Daniel Leonard, Kathleen Leonard, John Delucco, Kathleen Delucco Fairview Farm Homeowners Associa- tion State Of Vermont, Department Of Taxes And Occupants residing at 9 Haw- thorne Circle, Essex, Vermont, Defendants NOTICE OF SALE By virtue and in execution of the Power of Sale contained in a certain mortgage given by Fieldstone Mortgage Company to Daniel Leonard dated November 1, 2005 and re- corded in Volume 671, Page 96-117 of the Land Records of the Town provided at the time of sate. The sale is subject to taxes due and owing to the Town of Essex. Other terms to be announced at the sale or inquire at Lobe & Fortin, 30 Kimball Ave., Ste. 306, South Burl- ington,.VT 05403, 802 660-9000. HSBC Bank, USA, NA By: Joshua B. Lobe, Esq. Lobe & Fortin, PLC 30 Kimball Ave., Ste. 306 South Burlington, VT 05403 STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO. S0096-08 CnC Universal Mortgage Corporation, Plaintiff V. Sara J. Mongeon, Robert Mongeon And Occupants residing at 88 River Street, Milton, Vermont, Defendants NOTICE OF SALE By virtue and in execution of the Power of Sale contained in a certain mortgage given by Universal Mort- gage Corporation to Sara J. Mongeon dated July 13, 2007 and recorded in Volume 348, Page 399 of the Land Records of the Town of Milton, of which mortgage the undersigned is the present holder, for breach of the conditions of said mortgage and for the purposes of foreclosing the same will be sold at Public Auction at 12:00 P.M. on October 28, 2008, at 88 River Street, Milton, Vermont all and singular the premises described in said mortgage: To Wit: Being all and the same lands and premises conveyed to Sarah J. Mon- geon by Executors Deed of Sandra J.C. Griswold, Nancy E. Cloud and Susan J. Bainbridge, Co -Executrices of the Estate of Erlene S. Cleveland dated July 13, 2007 and recorded in Book _ at Page _ in the Land Records of the Town of Milton: Terms of Sale: $10,000.00 to be paid in cash by purchaser at the time of sale, with the balance due at closing. Proof of financing for the balance of the purchase to be provided at the time of sale. The sale is subject to taxes due and owing to the Town of Milton. Other terms to be announced at the sale or inquire at Lobe & Fortin, 30 Kimball Ave., Ste. 306, South Burl- ington, VT 05403, 802 660-9000. Universal Mortgage Corporation By: Joshua B. Lobe, Esq. Lobe & Fortin, PLC 30 Kimball Ave., Ste. 306 South Burlington, VT 05403 STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO. S0946-07 CnC Aurora Loan Services, LLC, Plaintiff V. Jessica T. Lacey, Dean R. Lacey, Lehman Brothers Bank, FSB And Oc- cupants residing at 7052 Main Road, of the Goods, Chattels and Estate of Herbert V. Sheldrake dated November 14, 2005 and recorded in Vol. _ at Pages of the Town of Hunting- ton Land Records. Terms of Sate: $10,000.00 to be paid in cash by purchaser at the time of sale, with the balance due at closing. Proof of financing for the balance of the purchase to be provided at the time of sale. The sale is subject to taxes due and owing to the Town of Huntington. Other terms to be announced at the sale or inquire at Lobe & Fortin, 30 Kimball Ave., Ste. 306, South Burl- ington, VT 05403, 802 660-9000. Aurora Loan Services, LLC By: Joshua B. Lobe, Esq. Lobe & Fortin, PLC 30 Kimball Ave., Ste. 306 South Burlington, VT 05403 STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO. S1118-07 CnC HSBC Bank USA, National Associa- tion for the Benefit of ACE Securities Corp. Home Equity Loan Trust, Series 2006-NC3, Asset Backed Pass - Through Certificates, Plaintiff V. Todd Trombley, Betty Ann Trombley And Occupants residing at 79 Lake- side Avenue, Burlington, Vermont, Defendants NOTICE OF SALE By virtue and in execution of the Power of Sale contained in a certain mortgage given by New Century Mortgage Corporation to Todd Tromb- ley dated September 25, 2006 and recorded in Volume 975, Page 304 of the Land Records of the Town of Burlington, of which mortgage the undersigned is the present holder, for breach of the conditions of said mortgage and for the purposes of foreclosing the same will be sold at Public Auction at 1:45 P.M. on October 28, 2008, at 79 Lakeside Avenue, Burlington, Vermont all and singular the premises described in said mortgage: To Wit: Being all and the same land and premises conveyed to Todd Trombley and Betty Ann Trombley by Warranty Deed of Denise M. Dalton dated June 14, 1996 and recorded in Volume 547 at Pages 107-108 of the City of Burlington Land Records. Terms of Sale: $10,000.00 to be paid in cash by purchaser at the time of sale, with the balance due at closing. Proof of financing for the balance of the purchase to be provided at the time of sale. The sale is subject to taxes due and owing to the Town of Burlington. Other terms to be announced at the sale or inquire at Lobe & Fortin, 30 Kimball Ave., Ste. 306, South Burl- ington, VT 05403, 802 660-9000. HSBC Bank USA, National Association By: Joshua B. Lobe, Esq. Mortgage Corporati Jackson dated Sept and recorded in Vol 390 of the Land Re of Colchester, of wl undersigned is the for breach of the cc mortgage and for tl foreclosing the san at Public Auction a October 28, 2008, Colchester, Vermom the premises descri mortgage: To Wit: Being all and the s; premises conveyed son and Lisa M. Jac Deed of Clark J. Eat Clark dated Septem record in Volume _ the Colchester Lan( Terms of Sate: $10, paid in cash by pur time of sale, with t at closing. Proof of the balance of the provided at the tim is subject to taxes the Town of Colchei Other terms to be a sale or inquire at b Kimball Ave., Ste. -- ington, VT 05403,1 Deutsche Bank Nati pany, as Trustee By: Joshua B. Lobe, Lobe & Fortin, PLC 30 Kimball Ave., St. South Burlington, 1 STATE OF VERMONI CHITTENDEN COUN CHITTENDEN SUPEI DOCKET NO.51265 U.S. Bank N.A. as T in -interest to Wach as Trustee for JPM , Plaintiff V. Ronald W. Ryan, No era[ Credit Union, Thayer Bay Homeov And Occupants resit Bay Circle, Colchest Defendants NOTICE OF SALE By virtue and in exi Power of Sate conta mortgage given by Federal Credit Unioc W. Ryan dated June recorded in Volume of the Land Records Colchester, of whicl undersigned is the for breach of the cc mortgage and for tl foreclosing the sam at Public Auction at October 28, 2008, i Circle, Colchester, V singular the premis- said mortgage: To Wit: Being all and the s< premises conveyed Ryan by Quit Claim L. Ryan dated May recorded July 31, 11 182 at Page 311 of Colchester Land Re( Cathyann LaRose From: ray Sent: Wednesday, July 30, 2008 10:09 AM To: Cathyann LaRose Subject: FW: Chittenden Bank Continuance from August 5, 2008 Ray Belair Administrative Officer City of So. Burlington 802-846-4106 From: Sheila McIntyre [mailto:SMcIntyre@summiten_vq t.com] Sent: Wednesday, July 30, 2008 9:57 AM To: ray Subject: Chittenden Bank Continuance from August 5, 2008 Ray, As we discussed, the Chittenden Bank would like to request a continuance for the Dorset Street project. I would like to request that this be continued to your first available hearing date in September. In the interim, I will discuss the process with the applicant, including the potential of submitting a new application for an amendment to the site plan and withdrawing the pending application. Thank you for your continued patience on this matter. Sheila McIntyre Summit Engineering, Inc. 50 Joy Drive South Burlington, VT 05403 (802)658-5588 ray From: Sheila McIntyre [SMclntyre@summitengvt.com] Sent: Friday, October 03, 2008 1:34 PM To: ray Subject: Chittenden Bank DRB Schedule Hello Ray, As we discussed, we would like to seek another continuance for the Chittenden Bank project until the October 21, 2008 hearing. Thank you and the Board for their continued understanding while the Chittenden Bank reworks their building design. Sheila McIntyre Summit Engineering, Inc. 50 Joy Drive South Burlington, VT 05403 Page 1 of 1 iA GIZQQA 41 VU Betsy Brown i From: ray Sent: Thursday, August 28, 2008 4:13 PM To: Betsy Brown Subject: FW: Chittenden Bank From: Sheila McIntyre[mailto:SMcIntyre@summitengvt.com] Sent: Thursday, August 28, 2008 2:43 PM To: ray Subject: RE: Chittenden Bank Hello Ray, Thank you for the reminder regarding Chittenden Bank. As we discussed earlier, they are diligently working on a plan to move forward with a revised building design and we will be presenting it to you and the DRB shortly, but until this design process is far enough along, we would like to request a continuance for the pending application. Thank you for your continued patience on this matter, Sheila McIntyre Summit Engineering, Inc. -----Original Message ----- From: ray [mailto:rbelair@sburl.com] Sent: Wednesday, May 21, 2008 9:13 AM To: SMcIntyre@summitengvt.com Subject: Chittenden Bank Hi Sheila FYI, the DRB continued the Chittenden Bank application to Aug. 5tn Ray Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 Ph: 802.846.4106 Fax: 802.846.4101 rbelair@sburl.com www.sburl.com 8/29/2008 O '040 N southbuilingLon PLANNING & ZONING MEMORANDUM TO: South Burlington Development Review Board FROM: Cathyann LaRose, Associate Planner RE: Agenda #13 DATE: October 2, 2008 Continued preliminary plat application #SD-08-76 and #SD-08-77 of Chittenden Bank re -opening the hearing to amend a previously approved planned unit development of 704,655 sq. ft. GFA shopping complex with 618,846 sq. ft. of GLA. The amendment consists of: 1) razing a 4879 sq. ft. drive -through bank, 2) constructing a 7310 sq. ft. drive -through bank, and 3) installing a 1330 sq. ft. temporary drive -through bank. This hearing is being re -opened to correct errors in the decision dated 12/13/07, 55 & 155 Dorset Street. Staff has received a verbal request to continue the item to the next available agenda. 575 Dorset Street South Burlington, VT 05403 tell 802.846,4106 fax 802.846.4101 www.sburi.com October 15, 2008 Preston & Brenda Robbins 16 Brookwood Drive South Burlington, VT 05403 Dear Property Owner Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, i�bonough Brown Planning & Zoning Assistant Encl. 575 Dorset trLel South aura nglan, VT 05403 tal 802.64t 41106 iax 902,84 4101 ws~aw,snurt,asm 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 November 4, 2008 at 7:30 P.M. to consider the following: 1. Final plat application #SD-08-51 of ChittendenBank to amend a previously approved planned unit development consisting of a 704,655 sq. ft. GFA shopping center complex with'618,846 sq. ft. of GLA. The amendment consists of: 1) razing a3310 sq. ft. drive-in bank, 2) constructing a 4638 sq. ft. GLA drive-in bank, and 3) installing a 1330 sq. ft. temporary drive-in bank, 55 & 155 Dorset Street. 2. Preliminary plat application #SD-08-52 & final plat application #SD-08-53 of Super - Temp Realty Co, LLC for a planned unit development consisting of a 35,000 sq. ft. manufacturing facility to be constructed in two phases, phase 1 consisting of 30,000 sq. ft. and phase II consisting of 5,000 sq. ft., 104 Bowdoin Street. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. October 15, 2008 siV4b jh�%j �R southburlinton PLANNING & ZONING October 31, 2008 Sheila McIntyre Summit Engineering 50 Joy Drive South Burlington, VT 05403 Re: Chittenden Bank Dear Sheila: 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, November 4, 2008 at 7:30 p.m. If you have any questions, please give us a call. Sincerely, Bet�y MIDonough Brown Pla nin & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www,sburl.com .0�. V IJRMO V 1 State of Vermont Agency of Natural Resources Department of Environmental Conservation (phone] 802-879-5656 Wastewater Management Division (fax] 8o2-879-3871 Essex Regional Office 11i West Street Essex Junction, VT 05452-4695 www.septic.vt.gov October 9, 2oo8 University Mall, LLC c/o Finard Properties, LLC 155 Dorset Street South Burlington VT 05403 RE: WW-4-2966-1, amend the existing WW-4-2966 permit to relocate the proposed sprinkler connection and retain the existing potable water connection, 55 Dorset Street, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on October 9, 2oo8, including a fee of $105.00 paid by check #10320154. Under the performance standards for this program, we have a maximum of 3o days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management Mary Baril Administrative Technician II cc: South Burlington Planning Commission Chtitenden Bank Douglas Hewitt Regional Offices -Barre/Essex At./Rutland/Springfield/St. Johnsbury T� im " "" V E R M 0 N T Chittenden Bank Dorset Street November 29, 2007 Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802)846-4106 1. Parking should be eliminated where wood stairs enter parking lot. 2. Work within Dorset Street will require a road opening permit from the City Public Works Department. November 7, 2007 Summit Engineering, Inc. Ms. Sheila McIntyre 50 Joy Drive South Burlington, VT 05403 RE: Chittenden Bank -University Mall Dear Sheila: The South Burlington Water Department has reviewed the revised plans for the above referenced project and associated temporary facility. Please find my comments below and refer also to my October 12, 2007 letter for applicable comments not repeated in this letter. 1. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Champlain Water District Specifications and Details for the Installation of Water lines and Appurtenances henceforth the "CWD Specification." 2. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the "Backflow Ordinance." Please contact this department for more information on the installation and proper setting of backflow prevention devices. 3. An agreement must be obtained in writing from the private water line owner (University Mall) to tap the new six-inch line for this project. A copy of that agreement must be provided to the SBWD prior to conducting the tap. Also, a correct line size on the University Mall property must be obtained from them, as the SBWD does not have accurate record drawings of this area. 4. The site plan for the proposed new building is acceptable to this Department when all other requirements included in this letter have been met. 5. The proposed 1/4" water service connection on the existing water service currently supplying the University Mall lawn irrigation system will require some changes. Left as proposed, the service line would be charged up to the point of the irrigation water meter, at all times. Since water to the irrigation meter is normally shut off and the meter removed during the winter, the proposed connection would allow for the line to freeze. Therefore, when the temporary service line is installed, a curb stop shall be installed on the downstream side of the new "tee" to allow for isolation of the irrigation meter. Another curb stop shall be installed on the temporary line at the tee. Furthermore, when the temporary structure is removed, the temporary service line will be cut off approximately 12" from the curb stop and stone shall be installed at the end of the copper pipe. This will allow for draining the irrigation line in the future. Curb stop ties from permanent points shall be provided to this department. 6. The SBWD shall be notified in advance to inspect all mechanical joint fittings, main line taps, the service line connection, appurtenances, thrust blocks, water line crossings, and testing prior to occurrence or backfilling. 7. Upon completion of the construction project, "Record Drawings" shall be supplied to the SBWD in the form of one (1) hard copy and one (1) electronic copy in Auto -CAD Version 2003 Format (.DWG) or newer. All Record Drawings are to include valve ties, and manufacturer make and casting date for all gate valves. Location ties for all curb stops, and water shut offs (WSO's) shall also be provided on the Record Drawings. 8. Further review changes may be required as this project proceeds through the permit process. Future plans must include details and specifications as required in above. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann LaRose Bruce Hoar Doug Brent Plan Reviews: Chittenden Bank 11-07 October 12, 2007 Summit Engineering, Inc. 50 Joy Drive South Burlington, VT 05403 RE: Chittenden Bank -University Mall Dear Sirs: The South Burlington Water Department has reviewed the sketch plans for the above referenced project. Please find my comments below. 1. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Champlain Water District Specifications and Details for the Installation of Water lines and Appurtenances henceforth the "CWD Specification." 2. The CWD Specifications are applicable to all new construction and reconstruction of water infrastructure. Variations from the CWD Specifications will not be permitted except as provided within the CWD Specifications. The appropriate CWD Supervisor as defined in the CWD Specifications shall determine the acceptability of any deviation from the those specifications. Private water lines and appurtenances shall be designed to the same standards as public water lines and appurtenances. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the same as those within the above referenced CWD Specifications. 3. The project shall be constructed, completed, maintained, and operated in accordance with the approved plans. No changes shall be made in the project without the written approval of the appropriate CWD supervisor. 4. The applicant, developer or owner of record shall procure all permits, licenses, and easements that may be required to complete planned construction, including payment of all applicable fees, and shall comply with all conditions set forth in each permit. 5. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlin tgton, henceforth the "Backflow Ordinance." Please contact this department for more information on the installation and proper setting of backflow prevention devices. 6. The existing water service line is not located where it is shown on these plans. I have enclosed a copy of the Dorset Street Water line As-Builts and a copy of the SBWD curb stop tie page for your records, and to correct the water service line location for future plans. 7. Since the plan is to abandon the existing water service line, that line shall be excavated at the water main tap, the corporation shall be closed, and the water service line disconnected from the corporation. The curb box located closest to the water main shall also be removed. 8. An agreement must be obtained in writing from the private water line owner (University Mall) to tap the new six-inch line for this project. A copy of that agreement must be provided to the SBWD prior to conducting the tap. Also, a correct line size on the University Mall property must be obtained from them as the SBWD does not have accurate record drawings of this area. 9. The fire sprinkler line is subject to all rates and fees as stated in the City of South Burlington Water Ordinance. At this time fire sprinkler services are assessed a $30 annual fee. 10. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The appropriate CWD Supervisor may restrict work before November 15 and after April 1 during adverse weather conditions. 11. Six-inch Ductile Iron (DI) water pipe shall have no less than two (2) brass wedges installed at each joint. Bury depth to the new main shall be six feet (6') to the top of the pipe. DI water pipe shall be Class 52, cement lined. Soil corrosiveness testing is required for this DI water main installation or the pipe shall be poly wrapped. 12. Stainless Steel tapping sleeves shall be used on Asbestos Cement (AC), Cast Iron (CI), Ductile Iron (DI) and PVC C900 distribution mains. Sleeves shall be Powerseal Model 3490MJ Stainless Steel tap sleeve with mechanical joint outlet, or approved equal. 13. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or approved equal. 14. Gate valves and curb stops outside of the City ROW must have a Warranty Deed filed for the South Burlington Water Department to gain access for operation in emergencies and for disconnecting service to delinquent accounts provided that the City of South Burlington follows the requirements set forth in State Statute Title 24 V.S.A. Chapter129, Uniform Water and Sewer Disconnect. 15. No parallel underground utility shall be designed or installed within four feet (4') of the water main from either side, or above the water main from the bottom of the main to finish grade. The exceptions of storm sewer and sanitary sewer are only as allowed by the CWD Specifications and the VT Water Supply Rule. No building or structure shall be built above the water line or within the water line easement. Generally storm sewer and sanitary sewer will be designed to be installed with a five-foot (5') separation unless provisions have been included to allow for proper support of either the storm water or sewer structures or water lines in the event of a needed excavation of the water main. The gas line, telephone line, and electric service are not shown on these plans. No utility shall be placed within five feet of any gate valve or ten feet of any fire hydrant. Generally, trees and shrubs shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 16. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 17.The SBWD shall be notified in advance to inspect all mechanical joint fittings, main line taps, appurtenances, thrust blocks, water line crossings, and testing prior to occurrence or backfilling. 18. Upon completion of the construction project, "Record Drawings" shall be supplied to the appropriate CWD supervisor in the form of one (1) hard copy and one (1) electronic copy in Auto -CAD Version 2003 Format (.DWG) or newer. All Record Drawings are to include valve ties, and manufacturer make and casting date for all gate valves. Location ties for all curb stops, and water shut offs (WSO's) shall also be provided on the Record Drawings. 19. Further review changes may be required as this project proceeds through the permit process. Future plans must include details and specifications as required in above. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann LaRose Bruce Hoar Doug Brent Encs. Plan Reviews: Chittenden bank 10-07 Permit Number SD- 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. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) University Mall, LLC c/o Finard Properties, LLC 155 Dorset Street, South Burlington, VT 05403 #(802) 863-1066 (p) #(802) 863-5836 (f) 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 778 Page 63 3) APPLICANT (Name, mailing address, phone and fax #) Chittenden Bank, c/oNorm Nadeau Two Burlington Square, Burlington, VT 05401 #(802) 660-1301 (p) #(802) 660-1217 (f) 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) Sheila McIntyre, Summit Engineering, Inc., 50 Joy Drive South Burlington, VT 05403 #(802) 658-5588 (p) #(802) 658-3629 (f) Contact email address: smcintyre@summitengvt.com 5) PROJECT STREET ADDRESS Chittenden Bank, 55 Dorset Street, South Burlington, VT 05403 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 21/0570-00155 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use. The existing use is a shopping center with 704,655 sf of building in multiple structures with mixed uses. (Refer to Overall Site Plan). b) Proposed uses on property (include description and size of each new use and existing uses to remain) No change of use. The project involves the reconstruction of the Chittenden Bank at its existing location with a two-story bank. The footprint of the bank will change from 3,310 sf to 3,638 sf and the gross leasable area (gla) will change from 4,879 sf to 4,638 sf. c) Total building square footage on property (proposed buildings and existing buildings to remain) 704,983 sf d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) The proposed building height will be 13'1" ft to the eaves (15t floor) with a pitched roof for a total maximum height of 30' 8". Refer to the elevation drawings. 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) 10 existing employees, 1 new employee for a proposed total of 11 employees. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Overlay districts are not applicable. Previous approvals for parking ratios at the Mall have been 5.05 spaces per 1000 sf gla. The bank reconstruction requires no additional parking spaces for the University Mall PUD. We are providing 3155 total parking spaces for this PUD, or 27 more spaces than previously approved. We are requesting a waiver of the City requirements for a total of 3155 parking spaces, or a ratio of 5.1 spaces per 1000 sf gla. The project includes two flagpoles, each 35 ft in height. The landscaping budget for this project is $21,500. We met with the City Arborist to discuss landscaping objectives regarding site limitations and security issues for the bank. The recommendation was to provide the proposed landscaping (current value of $10,757.70 as shown on the Site Plan Sheet (S2) and provide the remainder ($10,742.30) to the City specifically to fund maintenance of existing City landscaping. The Applicant is supportive of this arrangement. During construction, the existing bank operations will be moved to a temporary trailer on the University Mall site. The trailer will be located just south of the center entrance drive, in an existing parking lot. The trailer will be 24 x 60 ft, and will include a walk-in entrance and a drive -up window. The temporary trailer will be served by municipal water and sewer from within the Mall site, and the trailer will temporarily occupy 29 parking spaces during construction. When the new bank is completed, the trailer will be removed and the site restored to its previous condition. It is anticipated that the trailer will be in use for approximately one year. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc No change. 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? There are Class Three Wetlands on the University Mall PUD, but none within 50 feet of the proposed site work. 2 b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? No c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. 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 Wetlands 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). 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 2,254,666 / 51.76 acres (acres /sq. ft.) b) Building Coverage: Existing 704,655 square feet 31.3 % Proposed 704,983 square feet 31.3 % c) Overall Coverage (building, parking, outside storage, etc): Existing 1,686,645 square feet 74.8 % Proposed 1,686,954 square feet 74.8 % d) Front Yard Coverage(s) (commercial projects only): Existing 16,745 square feet 30.4% Proposed 16,247 square feet 29.5 % 10) AREA DISTURBED DURING CONSTRUCTION: 0.75 acres * *Projects disturbing more than on -half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 11) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking. A waiver is being requested for parking as described above. M 12) COST ESTIMATES a) Building (including interior renovations) $1,1oo,000 b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $21,500 c) Other site improvements (please list with cost) demolition, temporary site, site work, etc. $278,500 13) ESTIMATED TRAFFIC Per Preliminary discussions with the Staff, Chittenden Bank is proposing to use an independent variable per Section B.2 of Appendix B of the Regulations. The increase in the PM Peak Hour traffic in a Drive -In based variable will be 51.08 trip ends. See attached traffic analysis for the proposed bank reconstruction including on site counts. a) Average daily traffic for entire property (in and out) b) A.M. Peak hour for entire property (in and out) 78 c) P.M. Peak hour for entire property (In and out) 204 14) PEAK HOURS OF OPERATION 3:00 P.M. — 5:00 p.m. 15) PEAK DAYS OF OPERATION Thursday & Friday 16) ESTIMATED PROJECT COMPLETION DATE December 2009 17) ABUTTING LANDOWNERS —please list abutting landowners, including those across- any streets. You may attach a separate sheet. See attached list 16) 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). 4 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 CN SIGNATURE OF PROPERTY O R Do not write below this line DATE OF SUBMISSION: 1 �� I have reviewed this- ,- application and find it to be: L=1 Complete X-7 ❑ Incomplete of Planning & Zoning or Designee to SCHEDULE E Adjoiner Information Submit with the application a list of all adjoining landowners with mailing addresses. An "adjoiner" is a person or organization which owns or controls land or easements on lands which physically abut the tract or tracts of land on which your project is located. Be certain to include landowners on the opposite sides of highways, railways, and rivers (unless you can prove the highway is owned in fee by the state or municipality). Also include homeowner associations, utility companies, and others with significant legal interest in the project land. It is very helpful if you indicate the location of each adjoiner on your site plan. If you do not provide a list which is thorough and up-to-date, your application could be delayed because of improper notice distribution! NAME & MAILING ADDRESS Patricia J. Purdy 26 Brookwood Drive So. Burlington, VT 05403 Tung T. Phan VoChiHue Thi & Suong Thao 24 Brookwood Drive So. Burlington, VT 05403 Patricia E. Sheridan 22 Brookwood Drive So. Burlington, VT 05403 Dean Eric Draayer & Mao Draayer Yang 9 Adironack St. So. Burlington, VT 05403 (20 Brookwood Ave) Joanne Lalime 18 Brookwood Drive So. Burlington, VT 05403 Andrew Hill 16 Brookwood Drive So. Burlington, VT 05403 Poon Yiu & Hap Mui Cheung 14 Brookwood Drive So. Burlington, VT 05403 Luella M. Couture 12 Brookwood Drive So. Burlington, VT 05403 Paul & Ann E. Joppe-Mercure 10 Brookwood Drive So. Burlington, VT 05403 John F. Shepard 8 Brookwood Drive So. Burlington, VT 05403 Michael C. & Irene L. Sauer 6 Brookwood Drive So. Burlington, VT 05403 Jacques P. & Sandra J. Marchessault 4 Brookwood Drive So. Burlington, VT 05403 Kenneth A. & Susan H. Dattilio 2 Brookwood Drive So. Burlington, VT 05403 Jeffrey Baker 321 Dorset Street So. Burlington, VT 05403 P&V LLC c/o Alan Overton, Registered Agent 3 Main Street Essex Jct., VT 05452 (for 205 Dorset Street) Maurice E. & Theresa M. Paquette 70 Fitzsimon*s Road Jericho, VT 05465 (165 Dorset Street) Larkin, Tarrant, Hoehl Partnership 410 Shelburne Road Burlington, VT 05401 (for 5 Dorset Street) Robert & Diane Smith 23 Concord Avenue Plattsburgh, NY 12901 (for 1 Dorset Street) State of Vermont Agency of Transportation Montpelier, VT 05602 ABJ, Inc. 6 Brownell Way So. Burlington, VT 05403 RW Realty Associates 222 Dorset Street So. Burlington, VT 05403 (196 Dorset Street) Johanna L. McKenna 200 Dorset Street So. Burlington, VT 05403 Patrick Malone 122 Gallison Hill Rd. Montpelier, VT 05601 (192, 200 & 222 Dorset Street) Ruth E. Wood 174 Dorset Street So. Burlington, VT 0540350 Dorset Square Associates c/o Neville Companies 30 Kimball Avenue So. Burlington, VT 05403 (for 150 Dorset Street) AMI Burlington, Inc c/o David Ramsey 108 Dorset Street So. Burlington, VT 05403 Barnes & Noble 1400 Old Country Road Westbury, NY 11590 (for 102 Dorset Street) Tekram Partners 2 Corporate Way So. Burlington, VT 05403 (100 Dorset Street) University of Vermont State Agricultural College 85 So. Prospect Street Burlington, VT 05401 Horizon Heights c/o Hickok & Boardman Referral Services, Inc 346 Shelburne Road Burlington, VT 05401 Cupola Golf Course, Inc. 270 Quarry Hill Road So. Burlington, VT 05403 Per City of South Burlington 8/08 Investigation of Traffic Queuing and Estimated Traffic Generation at Chittenden Bank University Mall, South Burlington Vermont September 24, 2008 Backiround The existing Chittenden Bank is comprised of two floors as follows: Ground Floor: 3,310 sf Second Floor: 1,569 sf Total GFA: 4,879 sf The proposed reconstructed bank will be comprised of two floors as follows: Ground Floor: 3,638 sf Second Floor: 1,000 sf Total GFA: 4,638 sf The change in gfa from existing to proposed is an reduction of 241 sf GFA Proposed Bank Queuing at Drive -up Positions Existing Site: Three aisles extending from drive -ups 81' x 3 aisles = 243' available queue length 243 = 25'/vehicle = 9 vehicles Proposed Site: Four aisles extending from drive -ups 57' x 4 aisles = 228' available queue length 228 _ 25'/vehicle = 9 vehicles This queuing investigation is based on the portion of the site that is proposed to be modified from the existing condition. In addition to the nine vehicles that are queued in the aisles, there are currently approximately four additional spaces for queued vehicles that can be occupied without blocking the one-way drive around the building or obstructing the entrance. Modifications to the entrance with the proposed site design to provide for two way traffic in the parking lot, will allow for 4 additional spaces for queuing which would be obstructing the one-way drive around the building in its existing configuration. Chittenden Bank 1 9/24/08 Proposed Bank Reconstruction ITE Trip Generation: Based on Peak PM Hour of Adjacent Street Traffic Employee Based - AM Peak Hour = 2.85 trip ends/employee PM Peak Hour = 8.65 trip ends/employee 1 additional employees = 1 x 8.65 = 8.65 trip ends Building Based - AM Peak Hour = 12.34 trip ends/1000 sf PM Peak Hour = 45.74 trip ends/1000 sf Drive -In Lane Based - -241 (gfa) sf = 0 x 45.74 = 0 trip ends AM Peak Hour = 19.38 trip ends/lane PM Peak Hour = 51.08 trip ends/lane 1 additional lane = 1 x 51.08 = 51.08 trip ends Correlation Factors (R) for all conditions were either poor or not given so the average rates were used. Existing Bank ITE Trip Generation: Based on Peak PM Hour of Adjacent Street Traffic Employee Based - AM Peak Hour = 2.85 trip ends/employee PM Peak Hour = 8.65 trip ends/employee 10 employees = 10 x 8.65 = 86.50 trip ends Building Based - AM Peak Hour = 12.34 trip ends/1000 sf PM Peak Hour = 45.74 trip ends/1000 sf Drive -In Lane Based - 4,879 sf = 4.879 x 45.74 = 223.16 trip ends AM Peak Hour = 19.38 trip ends/lane PM Peak Hour = 51.08 trip ends/lane 3 lanes = 3 x 51.08 = 153.24 trip ends Chittenden Bank 2 9/24/08 Manual Counts at the Existing Bank Summit Engineering conducted a manual count for the existing site from 3:00 to 6:00 PM on Friday June 8, 2007. Observed PM peak hour traffic = 156 trip ends 78 in 78 out This number most closely matches the trip generation numbers for Drive -In based projections. Chittenden Bank 3 9/24/08 Ali Engineers + Surveyors + Planners + Landscape Architects October 7, 2008 Development Review Board City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: University Mall PUD, 155 Dorset Street, and Chittenden Bank Reconstruction, 55 Dorset Street — Final Plan Review Dear Board Members: On behalf of University Mall, LLC (Owner) and Chittenden Bank (Applicant), I am submitting an application for Final Plan Review to reconstruct the existing Chittenden Bank building on Dorset Street. The project had obtained Preliminary and Final approval from the DRB on 12/13/07 however, in a letter from Christopher Bishop, Chittenden Bank, dated 1/8/08, the Applicant had requested that the Board re -open the application to for reconsideration of traffic related matters regarding impact fees. Since that time, the Bank has also reconsidered their building design, resulting in changes to the architectural plans. The site plan, however, has minimal changes that are addressed further below. Upon further discussion with the Staff, it is their recommendation that we withdraw the Applicant's request for reconsideration of traffic related issues, and instead, submit a Final PUD Application for the amended bank plans. Please consider this our request to withdraw the pending matter. This new application features several minor changes since the Board's previous approval. The first are the architectural plans that reduce the previously proposed footprint by 17 sf and the gla by 2,672 sf due to a reduced second floor area. The second floor will be for mechanical space, IT and storage, not offices as previously proposed. The second change is related to the water lines serving the bank. There is an existing domestic water line that serves the bank from the east (Dorset Street), and the prior proposal involved abandoning this line. A new water line was proposed from the west (Mall) to provide adequate flows for fire suppression systems. The revised plan proposes to retain the existing domestic water line and construct the fire suppression line as well. There are no changes to projected flows. The only other modification to the plan is the removal of a flag pole, resulting in two for this proposal. There are no other changes to the site designs, including landscaping, lighting, parking, and circulation. 50 Joy Drive South Burlington, VT 05403 Business (802) 658-5588 Fax (802) 658-3629 If you have any questions about the materials provided, please do not hesitate to contact me. Sincerely, Sheila McIntyre Environmental Planner Attached: 6 copies of plans/1 reduced Final Application $511.00 fee i October 9, 2008 Sheila McIntyre Summit Engineering 50 Joy Drive South Burlington, VT 05403 Re: Minutes — #SP-08-75, Wall Dear Sheila: For your records, enclosed is a copy of the approved September 2, 2008 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, &t�j 6GL—�' Betsy McDonough Brown Planning & Zoning Assistant Encl. C+u:, i Strvet aas: srlss w €. ;e'i i !xx i 0'.` ,046,,ilDl t u .e 0 rs DEVELOPMENT REVIEW BOARD 2 SEPTEMBER 2008 Ms. Quimby moved to approve Preliminary Plat Application #SD-08-43 and Final Plat Application #SD-08-44 subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. Site Plan Application #SP-08-75 of University Mall, LLC, to amend a previously approved plan for a 705,000 sq. ft. shopping center. The amendment consists of constructing a new pedestrian entrance, 155 Dorset St: Mr. Marshall showed a representation of the new entrance on the south side to accommodate the new IHOP Restaurant. They would dress up the entry with some fagade modification. The applicant seeks to relocate a tree on the right side of the entrance and provide new plantings on the other side of the entry. Ms. LaRose noted the stipulations require the applicant to provide a plan with the location of the new tree. Mr. Belair added that the plan will have to be revised to show that the tree is a black locust, not a linden. Mr. Belair explained the coverage issue which dates back to the previous method of calculating coverages. Ms. McIntyre drew attention to the statistics page. She noted they were told this was a pre-existing non -conforming lot and they cannot increase the non- conformity. Mr. Marshall noted this application reduces lot coverage by 36 sq. ft. Ms. Quimby moved to approve Site Plan Application 4SP-08-75 of University Mall, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 9. Continued Sketch Plan Application #SD-08-26 of South Burlington Realty Co. for a planned unit development consisting of. 1) razing the existing 1000 sq. ft. building, and 2) constructing a two-story 15,880 sq. ft. mixed use building, 2040 Williston Road: Mr. Belair advised that the applicant had asked for a continuance until 7 October. Ms. Quimby moved to continue Sketch Plan Application #SD-08-26 until 7 October 2008. Mr. Farley seconded. Motion passed unanimously. 10. Continued Preliminary Plat Application #SD-08-76 and SD-08-77 of Chittenden Bank reopening the hearing to amend a previously approved planned unit development of 704,655 sq. ft. GFA shopping complex with 618,846 sq. ft. of GLA. The amendment consists of. 1) razing a 4879 sq. ft. drive -through bank, 2) constructing a 7310 sq. ft. drive -through bank, and 3) installing a 1330 sq. ft. temporary drive -through bank. This hearing is being re -opened to correct errors in the decision dated 12/13/07, 55 & 155 Dorset Street: M A6COA 4� I d -- Cathyann LaRose From: Sheila McIntyre [SMclntyre@summitengvt.com] Sent: Friday, April 11, 2008 11:37 AM To: Cathyann LaRose Cc: Heather Tremblay Subject: RE: Chittenden Bank- DRB Agenda April 15,2008 Cathyann, I am writing on behalf of Chittenden Bank to request a continuance for the proposed Chittenden Bank project (#SD-07-76 & #SD-07-77). Thank you for your assistance in this matter, and please let me know if you need any further information to continue this matter. Sheila McIntyre Summit Engineering, Inc. -----Original Message ----- From: Cathyann LaRose [mailto:clarose@sburl.com] Sent: Thursday, April 10, 2008 10:18 AM To: smcintyre@summitengvt.com Subject: FW: Out of Office AutoReply: Chittenden Bank- DRB Hi Sheila, I've emailed Chris Bishop to check in on the status of the Chittenden Bank application but received an out of office reply. Can you help? Thanks! -Cathy LaRose -----Original Message ----- From: Bishop, Christopher D [mailto:CBishop@chittenden.com] Sent: Thursday, April 10, 2008 9:03 AM To: Cathyann LaRose Subject: Out of Office AutoReply: Chittenden Bank- DRB If you have an emergency, please call Robin Torrey at 802-660-1580. Thank you.. Chris Bishop 802-660-1302 office 802-238-2045 cell IMPORTANT: The security of electronic mail sent through the Internet is not guaranteed. Do not send confidential information like social security numbers, tax ID numbers or account numbers via unsecured electronic mail. The information contained in this communication is intended only for the named recipient(s), may be confidential and may contain trade secrets or other information that is exempt from disclosure under applicable law. Any use, dissemination, distribution or copying of this communication by anyone other than the named recipient(s) is strictly prohibited. If you have received this communication in error, please delete the email message. I From: Bishop, Christopher D [mailto:CBishop@chittenden.com] Sent: Tuesday, March 25, 2008 3:03 PM To: ray Cc: SMcIntyre@summitengvt.com Subject: RE: DRB Meeting Ray: another continuance please. Thanks.. cb From: ray [mailto:rbelair@sburl.com] Sent: Tuesday, March 25, 2008 2:59 PM To: Bishop, Christopher D Subject: DRB Meeting Hi Chris, Your request to amend the last decision is scheduled for April 1 s'. Do you want to go forward or do you want another continuance? Fax: 802.846.4101 rbelair(osburl. coin www.sburl.com IMPORTANT: The security of electronic mail sent through the Internet is not guaranteed. Do not send confidential information like social security numbers, tax ID numbers or account numbers via unsecured electronic mail. AGer�M 4-- -+ Pagel of 2 ray From: Bishop, Christopher D [CBishop@chittenden.com] Sent: Tuesday, March 11, 2008 2:39 PM To: ray Subject: RE: DRB Meeting Thank you for the note Ray. The Bank will need to have our application continued. Thank you. Chris Bishop From: ray [mailto:rbelair@sburl.com] Sent: Tuesday, March 11, 2008 2:28 PM To: Bishop, Christopher D Subject: DRB Meeting Hi Chris, Just wondering if you plan on presenting your application on the 18th. Please let me know. IMPORTANT: The security of electronic mail sent through the Internet is not guaranteed. Do not send confidential information like social security numbers, tax ID numbers or account numbers via unsecured electronic mail. 3/11/2008 A 6ckA-L---,-A #4 Page 1 of 1 Betsy Brown From: ray Sent: Friday, May 16, 2008 2:08 PM To: Betsy Brown Subject: FW: Chittenden Bank From: Sheila McIntyre[mailto:SMcIntyre@summitengvt.com] Sent: Friday, May 16, 2008 2:07 PM To: ray Subject: RE: Chittenden Bank Hello Ray, On behalf of Chittenden Bank, I am requesting a continuance until August, 2008. At this time, the bank is considering making amendments to the approved building design that could affect the overall floor area of the proposed bank. As this will take some time modify, we respectfully request that the Board allow us a few months to ensure that their plans will be ready for review. Thank you and please let me know if there are any concerns with this approach. Sheila McIntyre -----Original Message ----- From: ray [mailto:rbelair@sburl.com] Sent: Wednesday, April 16, 2008 10:29 AM To: SMcIntyre@summitengvt.com Subject: Chittenden Bank Hi Sheila, FYI, the DRB last night continued the Chittenden Bank application to May 20tn Ray Belair Administrative Officer 0 City of South Burlington 575 Dorset Street South Burlington, VT 05403 Ph: 802.846.4106 Fax: 802.846.4101 rbelair@sburl.com www.sburl.com 5/16/2008 T &e: I-DA '4 Page 1 of 2 ray From: Bishop, Christopher D [CBishop@chittenden.com] Sent: Thursday, February 28, 2008 11:06 AM To: ray Subject: RE: DRB Meeting Please consider this e-mail as Chittenden Bank's Request to Continue. Thank you. Chris Bishop From: ray [mailto:rbelair@sburl.com] Sent: Thursday, February 28, 2008 11:02 AM To: Bishop, Christopher D Subject: RE: DRB Meeting Could you please e-mail the request to continue? Thanks. Ray Belair Administrative Officer City of So. Burlington 802-846-4106 From: Bishop, Christopher D [mailto:CBishop@chittenden.com] Sent: Thursday, February 28, 2008 10:39 AM To: ray Subject: RE: DRB Meeting Thank you for the note Ray. We will need to continue this. Thank you for your flexibility on this. Chris Bishop 660-1302 From: ray [mailto:rbelair@sburl.com] Sent: Wednesday, February 27, 2008 8:14 AM To: Bishop, Christopher D Subject: DRB Meeting Hi Chris, Do you plan on presenting your request for modifications to the previous decision at the March 4th DRB meeting or do you wish to continue? Ray Belair 2/28/2008 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 January 30, 2008 Sheila McIntyre Summit Engineering 50 Joy Drive South Burlington, VT 05403 Re: Chittenden Bank, Dorset Street Dear Ms. McIntyre: 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, February 5, 2008 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. cc: Christopher Bishop CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: January 29, 2008 \drb\sub\universitymall\chittendenbank_prelim_final. Plans received: November 15, 2007 doc 55 Dorset Street PRELIMINARY PLAT APPLICATION #SD-07-76 FINAL PLAT APPLICATION #SD-07-77 Meeting date: February 5, 2008 Agenda #3 Owner Applicanf University Mall LLC c/o Finard Properties LLC Chittenden Corporation 155 Dorset Street c/o Christopher Bishop, Vice President South Burlington, VT 05403 Two Burlington Square Burlington, VT 05401 Engineer/Contact Property Information Sheila McIntyre Tax Parcel 0570-00155 Summit Engineering Inc C1 Zoning District; 50 Joy Drive 51.76 acres South Burlinqton, VT 05403 Location Map CITY OF SO UTH B URLING TON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymail\chittenden prelim final doc Chittenden Corp., hereafter referred to as the applicant, is requesting preliminary and final plat approval to amend a previously approved planned unit development consisting of a 704,655 sq. ft. GFA shopping center complex with 618,846 sq. ft. of GLA. The amendment consists of: 1) razing a 4879 sq. ft. drive-in bank, 2) constructing a 7310 sq. ft. drive-in bank, and 3) installing a 1330 sq. ft. temporary drive-in bank, 55 & 155 Dorset Street. The application was originally approved at the December 11, 2007 meeting (minutes attached). After the Decision was issued, the applicant discovered that the decision contained errors and asked the Board to re -open the hearing so that the errors could be corrected. December 11, 2007 COMMENTS Associate Planner Cathyann La Rose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on November 15, 2007 and have the following comments. Zoning District & Dimensional Requirements: Table 1. Dimensional Requirements C1 Zoning''District Required '' Existing Proposed Min. Lot Size 4,000 S.F. 51.76 acres 51.76 acres Max. Building Coverage 40% 31.3% 31.3% Max. Overall Coverage 70% 74.8% 74.8% Front Setback 50 ft. Approx 42 ft 60 ft. Side Setback 10 ft. >10 ft. >10 ft. Rear Setback 30 ft. >30 ft >30 ft. + Front Yard Coverage 30% 34.1 % 32.8% ♦ Max. Building Height 40 ft. 45 ft. zoning compliance + pre-existing non-compliance; not made worse by this application ♦ Waiver required PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the Land Development Regulations the Development Review Board shall consider the following in its review of subdivision and Planned Unit Development (PUD) applications: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. CITY OF SO UTH B URLING TON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final doc Pursuant to Section 15.13(B)(1), municipal water service must be extended to serve the proposed development. Prior to final plat approval, the applicant must obtain final water allocation approval from the South Burlington Water Department. The South Burlington Water Department reviewed this early set of plans and provided comments in a letter dated November 7, 2007. 1. The applicant shall adhere to the comments of the South Burlington Water Department as per the letter dated October 12, 2007. 2. The applicant shall obtain final wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hinds, prior to permit issuance. Sufficient grading and erosion controls will be utilized during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the DRB may rely on evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. 3. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. In making this finding the DRB may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. Access to the property is proposed via an existing curb cut off of Dorset Street. There are no changes proposed to this curb cut. The applicant is proposing a change in vehicle circulation on the site. Specifically, vehicles will now be permitted to enter and proceed straight to the parking lot. Staff finds the new circulation acceptable. There are no changes proposed to the egress from the site. Two exit lanes remain. Traffic Staff has determined that the most appropriate variable to use to project additional traffic generation is the drive-in lane variable. ITE estimates that adding one (1) additional drive lane will generate 51.08 additional vehicle trip ends. 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. In making this finding the DRB shall utilize the provisions of Article 12 of these Regulations related to wetlands and stream buffers, and may seek comment from CITY OF SOUTH B URLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final doc the Natural Resources Committee with respect to the project's impact on natural resources. There are no wetlands, streams, wildlife habitat, or unique natural features on the site. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed use (drive -through bank) is a permitted use in the C1 Zoning District. The project is in compliance with the uses and goals specified in the Comprehensive Plan. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. There is very little open space on this site as it is covered by 74% with impervious surfaces. The green spaces that are provided are contiguous and exist mainly along Dorset Street. The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided. The South Burlington Fire Chief has been given the plans but has not yet provided comments to the staff. It is unclear if any will be available prior to the hearing. Staff sees no significant safety concerns. 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 properties. Staff feels this criterion is met through 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 the plans and provided comments in a memo dated November 29, 2007 (attached). One of the issues of concern is the walkway to the adjoining parking lot for the mall. The walkway enters the bank parking lot and dead -ends at a parking space. Staff concurs with the City Engineer. This parking space should be striped so as to facilitate pedestrian traffic. 4. The applicant shall adhere to the comments of the City Engineer's comments. The plans shall be revised accordingly. 5. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. CITY OF SOUTH B URLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final doc Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. The applicant has submitted lighting cut sheets and a point -by -point plan; they are in compliance with the SBLDR. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff finds that the proposed project is consistent with the goals and objectives of the Comprehensive Plan for the C1 Zoning District. SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the proposed project accomplishes a desirable transition from structure to site and from structure to structure. Pedestrian movement is adequate. According to Table 13-1 of the Land Development Regulations, the shopping center (to which the bank is part of the University Mall PUD) requires 5.5 parking spaces per 1,000 SF of GLA. Therefore, the 618,846 SF of GLA shall require a total of 3,404 parking spaces. The applicant is proposing a total of 3155 parking spaces, a shortfall of 249 parking spaces, or 7.3%. Therefore, a 249 parking space, or 7.3% parking waiver is requested. Staff supports this waiver. 6. The Board grants a parking waiver of 249 spaces, or 7.3%. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Most of the proposed parking is located to the rear or side of the proposed building. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. CITY OF SOUTH B URLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final doc Staff feels the height and scale of the proposed building are compatible with the site and the existing buildings in the area. The height of the building will be 45 feet to the midpoint of the cupola. 7. The Board grants a height waiver of five (5) feet. (d) 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. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted architectural details of the proposed structure, which is to be similar to the existing Chittenden bank located at Tafts Corner in Williston. Staff finds them aesthetically pleasing and in compliance with this criterion. (f) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted architectural details of the proposed structure, which is to be similar to the existing Chittenden bank located at Tafts Corner in Williston. Staff finds them aesthetically pleasing and in compliance with this criterion. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not support a vehicular connection to the surrounding property. There is a pedestrian connection, via wooden stairs, to the south. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already stated that pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly CITY OF SO UTH B URLING TON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final doc screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans show an enclosed dumpster on the southwesterly corner of the property. (d) Landscaping and Screening Requirements Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the Land Development Regulations. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. The applicant has prepared a sufficient landscaping budget. The South Burlington City Arborist has reviewed the plans and stated that the plans are acceptable. However, they are missing the Tree and Shrub Planting Details and Specifications 8. The plans shall be revised to adhere to the stipulations of the City Arborist. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The plans do not depict any snow storage areas. 9. The plans shall be revised to depict adequate snow storage areas or other method of snow removal if it is to be stored off -site. Other- Drive -Thu Facility Per Section 5.01 of the SBLDR, all applications for a drive -through facility shall be subject to conditional use review and the following restrictions: (a) Compliance with Traffic Overlay District Provisions, if applicable; The proposed project falls outside of the traffic overlay district. (b) Compliance with an approved access management plan, providing for curb cut consolidation and secondary access; The access management plan appears sufficient with respect to curb cuts. (c) Mandatory technical review by a traffic consultant to determine adequate stacking lane length and aisle width. The applicant had submitted comments from their engineer addressing this criterion. There are no changes in the number of vehicles which may be queued in the lanes. The available length is shortened, but an additional aisle is added. Again, the proposal shall be evaluated for conditional use review: a. the capacity of municipal or educational facilities Staff does not feel that this project will adversely impact this criterion b. the planned character of the neighborhood CITY OF SOUTHBURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final doc Staff does not feel that this project will adversely impact this criterion c. traffic on roadways and highways in the vicinity As previously noted, this proposal is projected to generate an increase in the vte's of the lot; however this will not have a net adverse effect. d. bylaws in effect This proposal is in compliance with the bylaws. e. utilization of renewable energy resources Staff does not feel that this project will adversely impact this criterion Other- Temporary Bank Trailer The applicant is proposing to temporarily locate a trailer on the University Mall site during the demolition and construction phase of the new building. The trailer is proposed to be located just south of the center entrance drive, in an existing parking lot. The trailer will be 24 x 60 ft and will include a walk-in entrance and drive -up window. The temporary trailer is proposed to be served by municipal water and sewer from within the Mall site and the trailer will temporarily occupy 29 parking spaces during construction. When the new bank is completed, the trailer will b removed and the site restored to its previous condition. The applicant is proposing a timeline of one year. Staff supports the location and duration of the proposed trailer. 10. The temporary trailer shall be removed by May 1, 2009. 11. The Board grants an additional, temporary, parking waiver of 29 parking spaces. Other The plans note a "3655 sf Building." This should be revised to either designate this as building footprint or changed to note the entire square footage of the building of 7,310 square feet. 12. The plans shall be revised to either designate this as building footprint or changed to note the entire square footage of the building of 7,310 square feet RECOMMENDATION Staff recommends that the Board approve Preliminary Plat Application #SD-07-76 and Final Plat Application #SD-07-77 subject to the numbered items in the staff section of this report. Respectfully submitted, Cathyrn LaRose, Associate Planner Copy to: Sheila McIntyre, Contact SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD~� DECEMBER 11, 2007 Mr. Gracyk also showed pictures of vehicles parked over the property line. Mr. Dinklage noted any approved use will not permit this to continue. Ms. Quimby moved to continue Final Plat Application #SD-07-55 of R. L. Vallee, Inc., until 8 January 2008. Mr. Behr seconded. Motion passed unanimously. 16. Site plan Application #SP-08-87 of City of Burlington/Burlington International Airport to amend a previously approved plan for a 297,000 sq. ft., 3-level parking garage addition for 2,075 spaces. The amendment consists of revising the landscaping plan, 1200 Airport Drive: Ms. Quimby moved to continue SP-08-87 until 8 January 2008. Mr. Behr seconded. Motion passed unanimously. C17)ublic Hearing: Preliminary Plat Application #SD-07-76 & Final Plat Application #SD-07-77 of Chittenden Bank to amend a previously approved planned unit development of a 677,739 sq. ft. GFA shopping complex with 616,962 sq. ft. of GLA. The amendment consists of. 1) razing a 3310 sq. ft. drive in bank, 2) constructing a 6000 sq. ft drive-in bank, and 3) installing a 1330 sq. ft. temporary drive-in bank, 55 and 155 Dorset Street: Ms. McIntyre said there has been one change since sketch plan. The location of the emergency exit door has been moved to the south face of the building. They have added some landscaping to meet the budget, including 7 trees on the UMall site. Mr. Belair noted that the City Engineer suggests removing the parking space opposite the pedestrian path. Mr. Bishop said they will align the stairs so they line up with the pedestrian striping. The applicant asked for a May 1, 2009 date for removal of the trailer. The applicant questioned the insistence on sizing the elevator to accommodate a stretcher. Mr. Dinklage said that can be waived only if the stairwell design can accommodate a stretcher in the laid out position. Stipulation 46 was amended to add: "...or as subsequently amended." Ms. McIntyre said they have no problem complying with the requests of the Arborist. Mr. Quimby moved to approve Preliminary Plat #SD-07-76 and Final Plat #SD-07-77 of Chittenden Bank subject to the stipulations in the draft motion as amended above. Mr. Behr seconded. Motion passed unanimously. 18. Continued Public Hearing: Conditional Use Application #CU-07-09 and Site Plan Application #SP-07-83 of L. E. Farrell Co., Inc, to change the use of a lm 1 Paved Drive I // Paved Drive W­___________________________________ ___ Z�21,_________ I 0 ::.:: ....... .., I storm Manhole Serer) (At®'4ed ', ;�.,,,,,,,,,,,r,�+ . •i: � ,,,, #f4R �� Pom-JI197 ' RM-J/18T ) a Mr.-JOB.J2 1( 4' Py Ar Am"m w /nK:JOA/7 (7 J,pi North)�� '�� if JOL72 aV11 Moe III r �IIW/1�171t sdeen Bonin RM-J1l.T6 S 111t-iM.B -yl�- I. 80 1 F9 Mv-J09.68 (12" NorfhJ font) /nv-J0g.4J (12" IICKAz rincr�— 1a0 Rr-a119s I $ I EB { wvoLOr n) a a" I CaNtllEl E ra 1 I mv.-afte ps' I > as VAC a+mm e 315.2 d Pave QI�lC I• y Po.ad Parking QL ii I I C Pwlnng PROPOSED r0.6 ' 'r 2 dr , PROPO' CHITTENDEN BANK a CHITTENDEI 3655sf BUILDING ? 1 va. ,oHE 3655sf BL FFE 315.5 LiNM saaee : I I I LIABIa 2 i 2a' 301 1 S, \ I 31a4 0 G7 2 3 9M R11-J/JJ5 Inv.-JI015 (12" Went) 1` . \OIN Inv.-JI012 /0" Eoat) \ /nee-t J�l'1f. TO 6" Pp) \ 31a4 rta I d \ �/ S �t^ to 3 66 IBM-31130 OtK 70L0 ((16r IN) 3t4. T) I _ _ _ I I CC I 1" -NK[ ]14.°MtY.-]a7.1 (1S 314.6 J1L0 1 1 15 1y RACK 22 ] Y i �'R - JJJ�555jt}..♦am \� Cp/Cllfl! Ctm I I I1RIYE-1HRu r' •.1, ♦'/1�'/`-/" /r� TO W11CN CaTma ,en r ..earn u.ecn.nrn AIM , 1 1 1 111,10 o e To aWAN n'"+wSuCateh Bonin � ' E 1 r L Cwwr. -__________ / �� Rim-JIJOJ x lnv-J0g.28 (12" PE ln) ° Inv.-lOB.Bt (IO" MJ G / I / I /- wXIN me wimum� D 0 R S E T S T R E E T CONTMIe I I(/— sox________IT"PlC __ i SITE AND GRADING PLAN Sign Sbaature b D 0 R S E T S T R E E T LANDSCAPING PLAN ECE i/ E® DEC 0 6 200 Pant : Trees and and ShruShrubs City of So. Budington Kax Q)AL Seienti8c Name Common Name �za ifaid Legend AM 4 Arania melanocarpa 'Nking' Block Chokeberry 10 gal. CC 7 Cercis canadenai4 Cos. Redbud 2-2.5' cal. - - Property Line 0 Light PoM CE J Jethro onl(o/k 'compacts' Campoct (Mite Summersweet J gol. EF J Euonymua Tortunei Emerald IN Gad Euonymu, J gal. — - - - — Eoaement LMe b Hnunnt FS 1 Fogus sy9wlko iitersii' 'compocla' Riven Purple Beech J-.7•.5" cal. IG 2 Ibx glabra Compost Mkbemy 5 got. — Linn ® Conn JS 4 Jrniperua ecopu/Drum Skyrocket Junpel 50.). Lmm� Bmi^ JP 77 ,kAperus p,ocubena nano D-1 Jop. Gorden h niper 2 gal. -----54----� sxha."Serer Line ® Marmon SB 6 SkiB Spireo r bumoldi Syr7ngo meye,i 'pohbih' rime Mound' Spi,eo Drar/Korean Ldoc 39.1. J6-42' -------_ -M- NOfer the ® Wafer Yew UA 10 Ulm- omerkana Alined— Liberty Elm 20-24' See Shaer PI storm saver Une eC Cos eve Perennials KaQiw Stiantdf& Name Common Name Sim D Om Line'd SAP HE 50 of U/E/r Undwiv"m urott/u ❑L r ./b,— N,f too Mo.mihor;a PCrW7klC 2. 25" ED 7eAWhme/CAN Do, ACWSW LMI=A/4'NG AM7 LRW-7NRU EZEliln6VS GRAPHIC SCALE F&rVAArf x2.W NPN/G00 FINAL PLAN CHITTENDEN BANK IN1 9YMMIT QNOIN@GFi1N0, UNIVERSITY MAIL Erlpkronry a 6grva v ParxM'e . L ArdNYab 50 Joy Drive South Burlington, VT 05403 OORS'ET STREET Bus. (802) 858-5588 For (802) 658-3029 SOUTH SURUNOMN, VERMONT © o�rE 11 /13/07 DFburn Sm 9,?,S3Np DRA NPN CNECAZD SM PRO.K'CT NO 7 Q 7723.081 • • 23no4J ( 7R FCEC) 1 t_t' . 20 ft. SCA[E Ir=20' 0 Jones & Jacob F 17 Driw.qy r TH —TH I —T I I Paquette WOMM shpoa* 0; .00 4,0, symm" ,-- 1" MMOM E m I'V lull Nth TV. m 11 il.51 utv� P-1 �O D 0 R S E T STREET GRAPHIC SCALE IN Beer t Lfth = 00 fL (D 0 0 -\ 0 Leren Aqwy Ll— raN t Lft.. O Ught Pm HY41-1 a.. W. Cbk ry B., O Concrete M—t )r—d 0.1. VW. 0 Aw ft. Famd E13 Catch Bath r..OV D—d— T— EAtMg Shrub. Pw—d D-%—. r— ES 0 <> 00(D�;. 0 0 0 L% 44 0 0 o r go ---R-F,CEIVED DEC 0 6 2001 City of So. Burlington 1. All sewer pipe shill be PVC SOR 35 gmodty sewer pipe manufactured M aenf once with ASTM D 3034 (4" to 16) and Installed M con(anos with ASTM recammendim practice 02321. debts, OttMg. -d acre„oriew she also con! to the appropriate spedfkoliona her PVC ppe 'T".. 2. Matti ,ewer pipe M confam-ce with the .9M.M1h9 plan, and specification. and anufacturers recanmantlotfonI. PVC gratify sewer pipe Mal be f-Ishwa in the longest nonMo/ langthe awBMle ham the manufacturer the Jo7neing procedure Map conform with the manufacturer's recommendotIon. - -tithe Gaskets used M jb"g PVC sewer pipe she can( to the requirement. of ASTM F477. J Pipe Md be told accumshly to The and grad. Bedding M earth .hap 6e v mMMTum of 6' below the outside of the pipe barrel. Bedding elude extend up to the spring IMe. Motwid arand and to a height at I' above Me pipe shill be sand bockRle Bedding and sand cuehkm me be compacted by machankal tamping in i foot /ifte 4. Ppe shaft be told with Me spigot ands pointing In the direction of flow, and on a dry bedding Canpiete p0M,- Mil/ be bee from of/ety or dedafhn. Nom lineand grade Man axanhed with light. or m! K.W. leaks, broken pipes, eta, shalt be repaired. Pipe shill be plugged with a wofer tight plug at night a' when work 1, suspended Sewers Moll not be used to carry grovn t-fer hen Me [ranch. The C-f-for Mal/ dean d sop depoette and other dMr/s Dan- at the completion of Me work. S. A tee or N branch shall be prowded lb,woof,new - existing sand-, together with 4 Inch SOR 35 PVC IMe suffldent to connect to the building -&w. Connection. he be mode by the CanMatta'. All Wait- -fikMg and necessary connector, shill be prodded to make watlefoct y and leak -proof connections. 6. Any surdcs --it-. shot! be 4 Inch SOR 35 PVC and shall be conatrocfe M a /oration to be det-Me by the Engineer. The snw c. connection shill be 6' below -filing grade We. oMerwM. Ma/toted - the plan. err os dkected by the Engineer The and shall be located by two Intereectkg ties by the Engineer be! e being bockMle and shop be -mire with a 2' by 4' board mated with Pre.ervotiw extending ban Mee ,if- Mwrt eo 6' below -Meting grade and with metal tope err o metal marker suitable for defacfl- with a metal detector. 7. Manhole. shop be constructed of the location. to the Newton. and M accordance with notes -d details Mown an the d-My. as we - the et-d-d details. A. Pre -cast bases shag be placed - a 6' layer of compacted beddng material The excamtlw Moobe propa/y des'atered while placing backing material and with, the base - p-rMg concrete. Nbtw atop. Mall be ..ad at the horizontal joint of poured-M-place manhole. B. Inlet and outlet atvba Mall be --is 0 and ceded M occord.- with the manufacturer, racanmanded proceoure, and Mown an Me typ/cal section, ar cast Mt Me with the pone base. C. Bard aacfbn. and cone, of the opproprkta combMtk- of heights Md/ then be placed, using m-uha&-'s recommended procedures far sealing the horizontal ,khl,, and a, Mown - the typical ..ctkn. 0. A leakage test she be made on d w-ltery manholes prior to bupdMg manhole h.rt. E The Nome and cover Mdl be placed an the top to Prewnf aacaentn/ entry of mtherize persona, chpdran, antmd. etc., until the Contractor b ready to make find aef)-tment to grade F Menh 1. Mall be bookRlwd evenly M I.,- With wufeade backflp moterid and compacted to oohlew 95X mwknum dmalty G Connection. to win tM9 m-holes Me be madw ro os net to damage the .vector.. The opening, me be mortared fat and-terilght after Me new pipe 1, installed. fie Mwrfa Moll be modified as directs to accommodate flow Nan the new pipe. INSPECTION AND TESTING SANITARY SLIVERS A. Behr. occeptonce of Me completed sewer. the piles nAl be MVmted by M009 light between Mhoe. e ma and any Imp-l-th ns Such ea cock. displaced fonts, ob 'Nonoblm variation. Mom oh' - grade, - leaks Mal be repaired to Me sofb/aclkn of the EngMeer. B. The Cmt-tor Mall par! and the w- Me pass a low pressure air teat wllnesee by the Engheer prior to accept-ce of the as- C. The low preraure air test Mal be perfume as fa#,m I. All ends of latent stub, hall be suftab/y capped to wiMatmd the Mtemd loreaex msiw& Connnnected s,weesswN_.,able atmq Mil! befar future eped at Me s teat twe with pn tic phu . 2. After a manhole to manhol. Sect/ of IMe how been backfMe and cleaned It Md be p/ugge of each menhc/e with pneumatic plug. Me design a/ the Pnwumtk plugs Mal be such that Msy win held og.1-t the IMe test Pressure without requiring exfeno/ blocking or bracing. One of the plugs Md how three hose connection. Air for Inflation of the triple connection pneumatic plug Moll be supplied through a factory squppe central pmN. There Me be three hoes cann-tkme Nan the central p-si to Me pneumatic plug. One have Mill be use for Inflathn of Me plug. The second haws Mal be use for con't-ousty reading the air pr- -m In the ceded line. Thor third hose Mal be owed for Mtroeacmg low puns.,. air Into Me ...led the J There she be a J-1/2' or larger diameter, 0-JO pa/g gauge mounted on the control panel /o reeding of the Mfema/ pressure In the the bwMg tested. Colbrotkna ban the 0-10 prig range Mal be M t-M. of pounds and Me 0-10 p.lg portion Mol/ cowr 90X of the template dbl range. 4. Law pressure air Mall be introduced Into the sealed line unep the internal d pressure -Ow 4 petit greater than Me average back pressum o/ my gr-no-ter Mat may be over he pipe. At /east two (2) mnuf- Mall be allowed for the air pressure fo stabilize. After the stabilizationRead, the third hove shall be quickly discannmte Nam the cantrol pmN. a The potion of the IMe being feted Mal be accepted If Me portion under teat des, not lose as, at a rate greater M- 0003 cNn per aquae feet of infernal ppe euAaro when tested of - average pressure of 3.0 pa/g greater than my back preseure exerted by groundwater MIT may be over the pipe of the time of the teat. 6. The ob.. requkament Mail be accom sihmod by pefamhg the teat - Win- n- Tee requiredthe M minutes for the pressure to decrease Nom J5 to 25 petg t�p.), Me net be Eewsb ack p groundwater Mathe timere ern brin. glean dram terrthat may ain the fdow/ng table• PIPE D/A /N WGHES AgBLjEs 4 20 6 30 e a0 7. An air pressure correction b required whm the prewpM9 ground woter /s obaw Me sewn Ike being twelm.. Undo this condition, the air feat muet fact he ,bow the hverteo/r the ppe. Th. ContracAT far tor 1. r Zm�enfar def-MMg Me teed of groundwater. 8. if Me instillation We to meet this requMemanL Me Contractor Mal determine at his own expanse Me source of /eekage. He Mal r.p.k w replace d defec6. material. and/or wa Z-64. 9. Tight leak -proof sews are of the sweace of this contract. Testing Mall be termed out ae sewere are-Mucted. Testing Md be conducted mmhde to manhole. SANITARY MANHOLES A Leakage testa me be per( ed by the Contractor and abased by the Engineer each manhole. The test Md be an-fifratfon, hRttbn test or wcuum test - described below. B. After Me manhole has been aaw-biwd M place, d lifting holes Most be R/e and pointed with an approved n-shrinking martar as war as those exfafor Joints within 5 feet of the ground wurtoc. The feat she be made prior to placing Me Melt and MVert. If the gre-tlwater fable hoe been lowed to rbe ch . the bottom of the manhole. it Mall be lowered for the da-fhn of the leaf. All pipes and oMar opsoMgs Mto Mbraced to m-hole ,hall be aukfab/y plugged and plugs bracto prevent blowout. EXFILTRAnON TEsr A. The manhole he be filled with water to the top of the cone section. If the awtlm has not been boaM6led and Meerwl- hdkat- no dab/, leakage, that is, no water de/b/y moll g down the surface of the mmhde, then, the manhole may be consideretl to be .tishotmiy water -fight. B. If the teat as described Mow is unsollsfoct y - dot-Med by the Engineer or If Me m-0. --thn has been b"M9W,, the teat and/ be continued. A period of time (4 hours) may be permitted If the Contractor wbhea to Blow Tor absorption. At the and of this period, the manhole shah be mM d to the top of the a and the measuring time of at least B hours begun. At the end of the feel period, the manhole shop be refilled to the top of the cone, measuring Me 'dome of water added This amount Mil/ be extrapolate to a 24-haur rete and the leakage det-Mad - the book, of depth. Me leakage for each manhole shall not exceed 1 gallon per vertical foot far a 24 hear period. If the test fops this requirement, but the Menge does not exceed 3 gallons per Vertkd foot par day, repairs by approved -Mode may be mode IS dine ted by the Engineer to bring the leak.. within the allowable rote of I gallon per hot per day Leakage du. to a defectiw ,eef/an of Joint - axeeed/ng the J gotten per vertk f foot par doy, Mail be moos for the re)sctkn of fins manho/s. /t shall be the Cant -al., responsbplty to unto Me manhole - necea y and to di-semb/e, reconstruct - replace it a. directed by the Engineer The manhole shah Men be retested The Engineer may require that an approved, nontoxic dye be etltled fo the water f resting purposes. C. The e.NR holle rest may be conducted either before or after b- RIM9 around the manhole. No-,, R Me Contractor elects to bockR/ prior to testing, it shalt be at his own risk -d K shill be, Mcumbent upon Me Contractor to det-Me Me reason /or any failure of the test. No aop-M ent an the leakage &I. -- win be made far an a e oa /.din alb eron .ems Ida /t g wag,. carp win be assumed that ill low ualswater aLrh the test 1, t result of /e through I,- The fonts or gh the cthe Eng. Furth. mare, the CI.N. I. b shah take any teas necessary ee out t the EngMer that Me watt table Is below the bottom of she m-hole throughout the te,t. INFILTRATION TEST If the groundwater fade /s ,bow the highest J.W M the manhole, and If there is no I..WV Into the m-al. - delermhe by the EngMeer, such a teal con be use to eadvata Me wale-Nghthws of the mmhde However, If Me Engineer Is. not - bfled, Me Contractor Me Iowa the water table and cany out the test ac described previously VACUUM TEST A. The Confrater Mai plug Me ppe op -Mg. and place Me -um teathg apparefus M the manhole using o 60 MIT Torque to tighten Ma external damps. The eompreaekn bond Moll then be Inflated to seal Me wtwum base. The veto m pump Mal be connected to Me -Net port of the bees with Me vat. open. A wcuurn of TO' of Ng. she be dawn. The V.I. Mall than be dosed. B. The test Mal peas, /f the w-u. -.he at 10' Hg. or drop. to 9' Ng. M a tin. IIIthe hilt tor lacofe Me leak and d make the proper rotaps the Leaks mInitial any beefMe Win a wet pait slurry of quirk setting material err approved by the Engineer. C The wcuam test me not be on aacwptaae method to, m-hdse bacltR/e with n-granular mot-kd. 2' SOUARE NUNCH Nur - s: OEPTH IS GREATER MAN 6' A VALVE STEM RISER SHALL BE FRONDED SUCH MAT THE MAXIMUM LTEPM OF THE VALVE NUT DOES NOT EXCEED 6' 14 MIL POYEMIlEAE ADJUSTABLE IRON VALVE BOY WTH coK MARKED 'IYATER TAPPND S!£EW J GAFF VALVE ML2NAMCAL dMT, CONFORMMO TD ATe[IENT51IAWWA CSO9 FAR RESSEA(ED W )F VALVE SADDLE SHALL BE- PR)NOD FOR ALL COWECTIONS TO PVC PIPE NOTES TAPPWC SLEEVE SHALL BE OF THE SPLIT SLEEVE DESIGN CONSTROCTED WTH Two SOLID HALF -SLEEVES BOLTED TOGE'RfEN. SLEEVES SMALL SE CONSTRUCTED OF STAIML55 SMEL, SHALL HAW A Minna t PRESSURE OF AT LEASr O f50 PS, Also SMALL HAVE MECHANICAL .IDNT ENDS WM END AND SIDE WSVET SEALS SLEEVES SHALL BE pONERSEAL MODEL J49pHJ STAWrccc SM TAP REEVE WN WONANICA[ JLTS WRET OR APPROVED EQUAL. SLEEVES SHALL BE PRONC£D C A 3/4' NPT LAST PLUG, ALL BOLTS AND NUTS AND vEt14AN/ WI , A ITS AND TAPRNG SLEEVES SMALL CONF0/ U TO RS FREE of CUt CWON ANp BE WISIN AND ALL BOL WA A RUSTAFTER ANTTGH ENNC T WIN SHAM SE BRUSH FREE O LY7H BITUit-TIC PROiRUSCNS ALL BOLTS AND NUiS AFTER DCHDNMC SHALL BE BRUSI COATED WN BItUYAS]]C CIXO-APPLIED MAIERAL WCHARWL J F RESTRAWTS NOW TWST OFF NUTS SHALL BE WAA OR SIGMA Of APPROVED EQUAL. TAPPNG VALVES SMALL HAVE A VhMAAl WORKING PRESSURE OF 150 PS. THE XlUT /LANCES SHALL BE CLASS /25 CLNPON.WNG M ANST let OF ANSI/AWM C110/A21.10 AND OUTLET DONN£C11OV SHALL BE STAMARO ED MECHANCAL JXNT. TAPPING SLEEVE AND VALVES ON CND TRANSMISSION MAWS ARE TO MELT ME CHA Ap gN WATER DISTRICT STANDARD .SPECIFACAMN FOR TAPPING SIEVES AM TAPPING VALVES' DATED NOVEVIER 1992. ALL OTHER TAPING SLEEVES AM VALVES ARE TO MEET APPROPRIATE OTSIR/BUTIOY SYSTEM S'EOFTCA RWS WET TAPS SHALL BE PERFORMED BY PRE -APPROVED FIRMS Mr.. ALL FITIINCS MAT ARE TO HAVE CONCRETE POURED IRGUND THEM ARE TO NWAPPEO WN 4 MIL POYENYIENE PRIOR . CONCRETE PLACEMENT. WAIN TAPPING CWI MANSVT Wei ME si- TEo owN R9NP oESp ATQN SHALL APPLY. TAPPING BL=VE AND TALVR N T.S 2� MR.AIUM BEARING SURFACES - 2 RE J CONNECTION TO AN EXISTING WATER MAIN SHALL BE DONE BY OR SNAfLET UNDER THE SUPERWWON Of. AND WTH THE APPROVAL OF THE 7EE HTD. END BsB � SOUTH BURLINGTON WA TER DEPARTMENT. IT IS THE A. B14 - IT f0 14 CONTRACTORS RESPONSIBNJrY TO SECURE ALL NECESSARY PERMITS AND PERMISSION TO MAKE THE CONNECTION AND TO COORDINATE ALL B' B - 14 7 B PARTIES INVOLVED IN THE PROCESS THE SOUTH BURLINGTON PUBLIC B' 5 6 e 4 5 WORKS DEPARTMENT AND ENGINEER SHALL BE MODRED AT LEAST 4' 1 3 1 2 FORTY-EIGHT (48) HOURS N ADVANCE OF THE INTENDED CONNECTION TIME 2' f 1 f I A ALL WATER MAINS SHALL HAW A T LEAST A TEN (10) FOOT SEPARATION HORIZONTALLY FROM SANITARY SENERS' T AO SHALL BE PRONDEO AT ALL WATER UNE LEE$ 5. ALL PUBLC AND PRIVATE WATER MAINS' 1) 4' OR GREATER SHALL HYDRANTS, s0' AND A5' BENDS, REDUCERS AND END CAPS. ALL CLWCREIE SMALL BE 2500 PS MN. BEARING S ARFACE BASED ON DANDLE IRON, MINIMUM CLASS 52 DOUBLE CEMENT LINED, 150 PS W RKWG PRESSURE AND SO. BEARING CAPAOTY Cr MECHANICAL POil JONT PIPE. 2) LESS THAN 4' N IOm r. DIAMETER SHALL L BEETYPE YPE K COPPER. LBS/Sar s. ACC WATER ONE FITTINGS SHALL BF DUC77LE lRON, (AWWA C-170) THRIIST SLOCH TYPWALS FOR WATER LINES CEMENT-LNED. WATER ONES LESS THAN 4' IN D/AME7ER T.S. RnWGS (OTHER THAN VALVES), STALL BE BRASS. 7. ALL BURIED GATE VALVES SHALL CONFORM 70 AWWA C-500 OR C-509 AND W 150 LB NON BODY, BRONZE MOUNTED RESILIENT WEDGE TYPE. ALL GATE VAC WS SHALL HAVE ADJUSTABLE IRON VALVE BOXES EXTENDWG TD THE FINISHED GRADE (SEE TYPICAL DETAILS). 8. ALL WATER ONES AND APPURTENANCES SHALL BE PRESSURE AND LEAK TESTED BEFORE BEING PLACED INTO SERVICE, ACCORDING TO AWWA STANDARD C-651. THE TEST PRESSURE SHALL BE 2W PS (1/- 5PS), MEASURED AT OR NEAR THE HIGH POINT W THE FOR BON OF THE SYSTEM BEING TESTED, AND THE TEST SHALL BE RUN FOR TWO (2) HOURS ME MUNICIPAL WATER DEPARTMENT AND THE ENGINEER SHALL BE OWN AT LEAST FORTY-EIGHT (4B) HOURS NOTICE BEFORE THE TEST /S TO BE CONDUCTED, AND THE MUNICIPAL WATER DEPARTMENT PERSONNEL SHALL WTWSS THE TEST. ALLOWABLE LEAKAGE SHALL BE COMPUTED BY ONE OF THE FOLLOWING FORMULAS THE CHOICE TO BE MADE BY THE MUNICIPAL WATER DEPARTMENT 1) L - (!A10IM/IJJ200 WIERE,' L - NUMBER OF GALS ALLOWD LEAKAGE PER HOUR, S = LENGTH OF PIPE YE57ED IN FEET, 0 - INCHES OF PIPE DIAMETER, P - AVERAGE TEST PRESSURE (PS GAUGE). 2) O - ME'ON.I�/1700 WIERE, O - NUMBER OF GALS. ALLOWD LEAKAGE IN TINT (2) HOURS N = NUMBER OF .K)INTS, D - INCHES OF PIPE DIAMETER. P -TEST PRESSURE (PSI). THE PERSON(S) CONDUCTING THE TESTS) SHALL, IN WILING, CLTRTIFY THE RESULTS TO THE MUNICIPAL WATER DEPARTMENT. 9. ALL WATER LINES SHALL BE DISINFECTED /N ACCORDANCE WTH AWWA C-601, OR AS DIRECTED BY THE SOUTH BURLINGTON WATER DEPARTMENT BEFORE BEING PUT INTO SERVICE. THE CONTRACTOR SHALL INSTALL A I' DIAMETER TAP N THE WATER MAIN FOR CHLORINE INC'CTIOI. THE TAP SHALL BE LOCATED AS DIRECTED BY THE SOUTH BURLINGTON WATER DEPARTMENT. D9NFEC7101I SHALL BE ACCOMPLISHED BY INTRODUCING A CONCENIRA"ON OF 50 PARTS PER MILLION (RPM) OFAVAILABLE CHLORINE INTO A IN REMV7LY FLUSHED MATHE DISWFEC77NG SOLUTION, AFTER REMAINING IN THE WATER MAIN FOR 24 HOURS SHALL HA V£ A CONCENTRA71ON OF AT LEAST 25 PPM OF GNORINE. ITIE PERSON(S) RESPONSIBLE FOR DISINFECT%ON SHALL REPORT IN NRIDNG TO THE SOUTH BURLINGTON WA7FR DEPARTMENT AND VERMONT DEPT. OF HEALTH, THAT THIS DISINFECTION PROCEDURE WAS FULLONED AND THE REOUN£D MINIMUM RESULTS WERE OBTAINED. ACTUAL SAMPLING SHALL BE PERFORMED BY THE SOUTH BURLINGTON WATER DEPARTMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAMPLWG AND ANALYSIS COSTS 10. ALL DOMESTIC SERNCES AND FIRE SPRINKLER SYSTEMS THATARE CONNECTED TO THE PUBLIC WATER SY57EM SHALL BE PROTECTED WTH A BACKFLOW PREVENTION ASSEMBLY, AND AN APPROPRIATE THE7TMAL CROSEXPANSION SYS]EM IN COMPLIANCE WTH THE ORDINANCE FOR THE T.'ONIROL DF SOUK BlMfJP1GTON. ill 03W ONS WIN WA 11. DUCTILE IRON WATER PIPE SHALL HAVE NO LESS NAN TWO (2) BRA55 WEDGES INSTALLED AT EACH JOINT. BURY DEPTH SHALL BE SIX FEET (6) TO THE TOP OF THE PIPE. DI WATER PIPE SHALL BE CLASS 52, CEMENT UNED. SOIL CORROSIVENESS 7ES71MG IS REQUIRED OR THE PIPE SHALL BE poiY WRAPPED. WATER LINE INSTALLATION AND TESTING 1. BEFORE CONSTRUCTION OF ANY UTILITIES OR EUPROVEMENTS THE CONNACTOR SHALL NOTIFY THE SOUTH BURLINGTON WATER DEPAR7wNr IN WIBNQ, OF THEIR LATENT To PROCEED AND SHALL ARRANGE FOR A MEETING WIN THE DEFT., THE ENGINELR, AND THE CONTRACTOR TO DISCUSS THE PROJECT. 2. ALL WATER MANS. FITTINGS APPURTENANCES AND OTHER MATERIALS AND CONS7RUCRNN SHALL CONFORM TO ALL APPLICABLE AMA STATE AND LOW CODES STANDARDS AND REGULATIONS. IN CASE OF CONFLICT BETMMV THESE CONSMUC77ON DETAILS AND S'PECIFICADONS, AND A CODE OR REGULA BON. THE DECISION OF THE WRMONT DEPT.. OF HEALTH OR THE SCUM BURUNGTDN WATER DEPARTMENT SHALL BE SINGING. ALL WA TEMP WIC AND RELATED WTlRK 70 PERFORMED N ACCORDANCE WIN THE B' WATER 5X MAIL JOINT STOM UIF DEFLECTION SEWER 0, ALTERNATE SECTION WATER NE STORM- Mbl1FR SEWR tBM B' AM1L SMARM SANER SECTION PLAN VIEW INE CROS INC SNALL BE ARRANWD AS S 100 SO MAT NE STORW SENOR JTNTS ARE AS FAR AS POSE k AND EQUOLYTANT FRW ME PONT O-ERSECTIO L PRONOE PIPE RFRNG RESTRAINTS AND BLOCKING AS NECESSARY. WA%"JSTORM CROSSING TYPICAL NT.S 12 PRIOR TO ANY BUILDING CONSTRUCTION, THE BUILDING C0N7RAC7OR MUST CONTACT THE WATER DEPARTMENT TO DISCUSS CITY REQUIREMENTS FOR METER SZ/NG METER .SETTING$ AND BACKFLOW PREVENTION. 13. THE WATER DEPARTMENT SHALL BE NOTIFIED IN ADVANCE TO INSPECT ALL MECHANICAL JONT FITRNGS N MALINE TAP$ APPURTENANCES THRUST (BLOCKS WATER LINE CROSSINGS AND TESTING PRIOR TO OCCURRENCE OR BACKFILLUNG. 14. UPON COMPLETION OF THE CONSTRUCTION PROECT, THE CONTRACTOR SHALL SUPPLY 'RECORD DRAWNGS' TO THE APPROPRIATE CMD SUPERWSUN IN TIHE FORM O" ONE (1) HARD COPY AND ONE (1) ELECTRONIC COPY IN AU70CAD VERSION 2003 FORMAT (.DWG) OR NEWTR. ALL RECORD DRAWNGS ARE TO INCLUDE VALVE LIES AND MANUFACTURER MAKE AND CASING DATE FOR ALL GATE VALVES LOCA77ON TIES FOR ALL CURB STOPS AND WATER SHUT OFFS SHALL ALSO BE PROVIDED ON THE RECORD ORAWNGS. GRAOE -TYPE X' COPPER CONCRETE BLOCK SERVILE "' .SZE B' x 16 a 4' AS SHOW ON PLAN PLACED ON UNDISTURBED EARN ARLDLER H-1SDOB SUED TO FIT OIAMEIER OF SERWC'E NOTE TAP FOR StIPNCF SHOULD BE AT THE J OR 9 O'OOCIt F'OSBONs CORPORATION @TOP AHD CURB SOX N. Ts. W ROADWAY AREAS REPLALT Le"""'S PAVEMENT AND GRAVEL BASE (COMPACIEI M GREEN AREAS TO 95X MOOFTED PROCRM) TO MATCH £WSING CWDLNNS UNIESS I DIRECTED OTIHETtWSE PROVIDE .' MWNO ABOVE E dSIW GROUND Foe SETREMENT SUITABLE BAGO COMPACIED TD 9- MOVATIED PROCTOR I VAMES f . ;j 0'-1' MAXGRASSID OPENNG AREAS O LJD AS REQUMLD ARE 0'-1/4. MAX PA WDAVir CE)Jik'P!D OFF CENTERED SEE WSRr maw 2- AAMsr Ral LEVEL WIN PREWSi CONOPE'1E RIS R a4' 35' 2 4B' DMA. PRECAST LINCRETE KISER TD BE INSTALLED AS NECESSARY TO ATTAIN PROPER MOGHr ADXSTM£NT AS PER ELEVA DONS ON SAE PUN 2' X 6' RNXD STRUCTURAL PO.YSIYRENE WSULAIKN WKRE MINIMUAN -- CAN NOT BE MAWTAMED 5" REM'D? COMORE E WALL -IONT 70 Bf 6' ABOVE HIGHEST PME - EOSING WTOI BASN MET OUTLET EXISR ADOWG FRAME GRATE; ANB WVER )0 BE REMISED ACID RISERS AODED EW ICII BASW N ADJ/Si EXISTING FOR1 RASH TOO NEW W WADE. DE. CATCH SASIN w N..TS -GLASS 0 (SAND) BEOONG A BLANKET FOR STORM AND WATER PIPES I `-PAPE To BE BEDDED SEWR14- 24' ♦ PIPE DMA. Y0W BOBS. At- M. 4' COVER FOR ALL STORM PHEW PAVED AREAS REMOVABLE CLASS N MATERIAL CAP 12" SHALL COMPLY WITH ffX1NG XLO COMPLGRDA GRADATION REQUIREMENTS SAY£ V U.S SIE PFRFENPASSNG IT PA NO 1. 0- NO too00 0-12 4' S SE ���H TYp�C"TYPIC" Ts. ,I'll U-WYE FITTING 48'to. MANHOLE - CAMP I PRECAST CONCRE7E PRODUCT$ OR EQUAL WATERTIGHT JONT USING DOUBLE BEAD OF "MASTIC' (OR EQUAL) RUBBER GASKET FOR ELASTOMERIC SEALANT (TW..) WA7ERBOHT MANHOLE CLASS B CONCRETE CONSTRUCTION (TYP. ALL PIPES) FLEMHLE MANHOLE OR RED HARDENED SLEEVE BY PRESS -SEAL BRIG( FOR INVERT CASKET OR EQUAL DR SHELF 3' RISE CHANNEL 0.60 0 D/2 12" MAX. SELECT BAWnLL (TYP.)' 4" 12' COMPAC.7ED GRAVEL B1 SANITARY SEWER CONNECTION N.T.S. 35 PVC SEWR QANITARY SERVICE CLEANOIIT FOS GRASSED AREAS - TYPICAL N T.S. GASKET INSTALLATION 1. Core 12' coming In -hole will. 2 Place PSX 9a,k.t Mt. hale with holes M power Neew at the *IN o'clock psel_ 3. Insert stud. of hydroak tool of. holes of power &-. and pomp hyd oulic vat unto gosket stays Positioned in has without -I. ce. 4. Gaakef must be alfgned square In the hale. 5. Pump hydraulic unit to expand power Nee. Wale meMg sure Nee. ands stay dire an top of each other. 6. After sae ,rode snap Into placer Tace to face. check gouge to make sure mMnnum M.Iallatlan pre.wre has been achia d. 7. ReTaX pow. Nee. Nightly to interlock the soda semreiy for a positive seal. PIPE INSTALLATION 1. Alter manna. has been set to grade. Inspect and de- ant Mw. of -.cto. Of- -f- of ppe bamN to be Installed 2. In.erf ppe Mt. connector, untfi and of ppe breaks inside plane of monhae was. Position ppe In center of connector. 3. Instil take-up damp(,) M gmo.(s) at ppe rece/vMg end of gasket. Check gain to make sum Interior of c-nector and ppe barrel surfaces are dean. 4. ten take-up domP(s) with ratchet or torque M, to 60 M/ib toque. 5. AOAIst ppe to IMe antl prole. Use proper bedding, bockRl materlds and technique. 6. Any ppe stub. Mstae M the m-hale must ba restrained Nem M.--t. TRUNK FLARE JUNCTION; PLANT AT EXISTING GRADE - IN HELL DRAINED SXS• UP TO 4' ABOVE EXISTING GRADE IN POORLY DRAINED SOULS A}IN. J' BARK MU La (KEEP AWAY FROM 7 MBr AP AnPe ` FINISH 70-BOX La ,G_fng Notes, 1. Landscape architect shall be notiAed to inspect proposed locations of plant material and condition of plant materials when delivered to site prior to installation. 2. All plant material is to conform to the requirements of ANSI Z60.1 American Standard for Nursery Stock" for quality, size, genus, species and Variety shown on the planting plan. J. Lands pe contractor shall be responsible for Identifying locations of underground utilities prior to excavotlan for planting. I7 PLANT 70P OF R007UAU I' - 2 WOE BELT TREE LIES ABOVE SURROUNDING GRADE LOOSEN CUT AND HAROWDa7 STAKES FOLD BACK TOP OF BURLAP. NN71'Y UNDISTURBED $dL v �81��17s •�� '19BiUllikfAiP yy �Ci �. ZdlOterLsO -� ���1 r HOLE SHALL BE TWO TO THREE TIMES AS MDE AS ROOT BALL (SEE NOTE BELOW), N17H SLOPED SIDES NOTES 1. PLANTING HOLE SHALL BE J 77MES ROOT BALL DIAMETER IN HIGHLY COMPACTED SOIL: 2 TIMES ROOT BALL DIAMETER MINIMUM IN ALL OTHERS 2 STAKES AND GUY WRE PLACEMENT SHALL NOT INTERFERE WTI PEDESTRIAN 7RAMC. Daamootle Tara PLANTING DETAM N. T..S 7MwAf nNSH (fie S OTMERA NORA TEXTURED F AVI IN LOVFOPMANLE WIN VAOISM C-J E1505£O AGGREGAIE FINISH NHERE CALLED FOR ON SHE PLAN BROOM fAN 9' rIP. s' FMSIEe- - m B' GRAVEL SUBBASE b' (35a0 pin. PaPRAND B lEME7IT LONtREIE) dCO CwISTRUCT ODMNY JONiS Ai 3; FVO .DEAL AT LT AND E FROIaN 8' OO WTR ASPHALT AEA V FELT AT li PROMOE B' O]NCREIE SIDEWALK AT DRIVEWAYS. CONCRETE SHALL CONFORM ID OIE IIWI SE STANOARO SPECd'IpTION FallsmEwaeKB sEenaN ere. SIDEWALK TYPICAL 1­ 1:12 MAA 4' WIN NINUDE RAMP B' MIN h LANDING I WE, EMUS I NNO STANDARD PA lEME7IT SECTION FOR USE IN PASSENGER VEhW PARKING AREAS AND FOR GRAVEL GM WS .—T m7UWN0US CONCRETE 2' TYPE d tonsawou5 CCWCRFTE BINDER COURSE 111' T1PE Iv B lumoncU5 m WAR Dams, 4' CRUSHED 60IAVE7. (VAOT 70AOSA FM) 81 BANK � Pe' OLDS RUN GRAVEL (VAOT 10400) �.�iYs; dry 9 P B' SANG DIP fRTER FABRC � IS UAa.'SIVRBED FARM OP SLYtAGE DAY CLAIMLT MA TEIRAL fM LONPACIED SIYiABlE AIAIEMAI / PASSING NO tr No7Fi` SUBBASE AND BASE LAYERS SHALL BE COMPACTED ro MM. D.Sl Pa0CTLR PI B' UFTS ALL MATERULS SHALL CONFORM TV a.. Aai STANDARD SPEC/FlCATIIXNS FOR C[RSTMICIN]N tsw To. TYPICAL PAV"ZNT SECTION N T.S SHRUB PLANTING TYPIC,LJ N I.S. S?aSM CM7RQL CDNSTRUC71ON NO c Note; ALL EROSION CONTROL SHALL MEET THE MINIMUM STANDARDS CONTAINED IN THE VERMONT HANDBOOK FOR SXL EROSION AND SEDIMENT CONTROL ON C0NS7RUC7?0J SITES TEMPORARY MEASURES 1. Instal eaf/ trust/an fwck,g to define and llmlt the area to be asturbed during the cutthg/Bling operation. sae l ee to be Installed where fencing la down slop. of disturbed areas 2. lh.taN Biter fob k awema In down mope catch boafna J Contra roadway dust Mrough the application of c,"m chledde or water as n y 4. Instal stone check dams In a1 permanent or temporary awelee placed for the contra of surface water. MAINTENANCE 1. T F r y —loe, contra measures to be checked w iy and after stolAcent ,.Wall events. 2. Sat mofer7a—.1otad In sedimentation traps to be removed os necesewy to reetore or/glnat dkneneians. K MULPERMANENT MEASURES (Once Me deigned or deakea finished grade hoe been eetobliehed) CH DEEP) PROPOSED OR E)0517NC GRAD I. Seed weal to become green -apace at a rate apecllled below and work firmly Into Me soN. Roll al weal a th a water -flied garde', roller leaving the surf of all areas true to amaofh and free from halows mil kreguladtlee. Thoroughly water al new lawn areas no, Planting using a fine spray. Seeding shall be conducted only during the Wlad I A"_,IS to June 1 w August 15 to October IS 2. Mulch al seeded areas w1b, show mulch 2'-J' thick, evenly asturbed. Anchor the mulch ae necessary to prevent the mulch Tram being disturbed by wAd action. 3. Once vsg.'.Uan has been estoblfshed, remove Me sedknent d gradeto drain to Me catch beeline, Clean and maintain catch, basins os necessary tr r to 4. Remove all temporary erosMn contra measures once permanent measures are estoblMhed. PERMANENT EROSION CO n?M SEQUENCE 1. Fme grade .11 disturbed weal to design elewtlans. 2. Add screened taps" (4' mk,anum dgath) and fine grad. eurfac. to Mend with adjacent undbturbed areas. J. FIne grade rod, seed al arose to be groeee4 water thoroughly offer seeding with a fine spray to Ineure rapid seed geh klation and to prevent weefon. Provlde ehady —d mix a fal.we; a 459 Creeping Red I—. 25S Perennial Rysa .gra 2OX Chewkrga Fe IOX Pennlawn Red Fee— Seed at 4-5 lbs.//000 s.f. Fertdlse at 4 Ibe/1000 a.I. Mulch a/ wended wem wiM straw mulch 2-3' thick, eveny dishbufed. A Place eromon control blankets an all mupm greater than 1:J per manufactures recommendotlm 3. Branches from trees and shrubs damaged during conetmetion need to be Pruned to remove all dead w damaged Iknbe CONSTRUCTION SEQUENCE 1. DMMeate Ikn/fe of con.tructbn f-t l t porar ree 2 meta! temp Y ero /anrdlf contra/ central J and Wllny one. ions. PORRAND CEMENT CCNC.RETE CURB SECTKH' the.as. OavtYi£TE SHALL 4. Complete rate ewetnuetkm and lardneopin9. 5. Install w Per/ perma+ent eroelon contra meaeurea 6E 3300 PSI O 2B DAYS din B' SECTIONS WTH EXPANSICW JORl75 20' aC. e' r' R B/ D Sfil- CONC AND SUB_ BEWNTERCO UCTED CTIOR SIZE WORK BETWEEN OCT. i AND PLIN f3 DE BE CONDUCTED CONSTRUCTION' 4 OF THE UNDER ACTION' G TI THE SPECIAL ON PAGE 'IMNIER CONSTRUCTION' BECKON BEGINNING ON PAGE 49 Of THE 4' 2WSaL R WAL REPEAL PER PA 4OYFNT 5'EC/1OV T C0VVS7RUCTI0N SIES (1982. AND SUBSEQUENT RENSONS O j ' OfV fAp� old Y O em1a9' ° N I COMPACTED e' ,D' `+ CONSTRUCTION {7,04 BA -RUN NK W �A1° m 6',GgfN,'O _ FENCING 1' INSIDE 51LT FENCE / WOODENSaG'ES O O O PORTLAND CEMENT CONCRETE CURB DETAIL °gyp 90 o NTS o b0°0°1�0°0 FILTER FABRIC STAPLED ToO a9 ° O STAKE, TO BE MBAR i O IODX OR APPROVED EQUAL JO' j i b O ° ° `Ai. ° O �,° ° oPoo°p0o° I l o 0 4 EXISTING GRADE II SIDEWALK Nc� Nc� NOTES 1.) BITUMINOUS CONCRETE RAMP SHALL MEET TOP OF SIDEWALK CURB. 2.) HANDICAP SYMBOL SHALL BE CENTERED IN PARKING STALLS J) HANDICAP RAMP SHALL BE STRIPED AND TEXTURED IN CONFORMANCE WYH VAOT SIO C-3 4.J HANDICAP RAMP SLOPE STALL NOT EXCEED B3% BANDICAP PAVEMENT MARKING DETAIL N I..S CONCRETE CAP I I '-FRTER FABRIC To BE CLIPPED. ROUNDED SMOOTH 'u BACKRLLEO AND TAMPED B 31._ ILJII BELOW GRADE DIAMETER STEEL NOTES. PIPE FILLED WTIHCONCRETE INSTALL SILT FENCES AT TOES OF UNPROTECTED SLOPES AND AS PARALLEL TO CONTOURS AS POSSIBLE. CURVE THE ENDS OF THE FENCE UP INTO THE ti:' SLOPE. REMOVE SEDIMENT WHEN ACCUMULATED TO HALF THE HEIGHT OF THE CONTRACTOR SHALL INSTALL SIT FENCES AT THE . OF ALL FILLEDat UNPROTECTED SLOPES CREATED DUMNG CONSTRUCTION. NOT NECESSARILY REfi£C7E0 ON FM'AL PLANS SRT FENCES ARE TO BE MAINTAINED UNTIL SLOPES ARE STABILIZED, AND REMAIN THE PROPERTY Or rnN,,,,LGRADEFENCE THE CONTRACTOR. SUITABLE BA—L CONCRETE BASE UNDISRIRBED SOX CONCRETE -BILLED STEEL BOLLARD 11.1 0.0 0.0 •0.1 0.2 •0.2 0.3 •0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 •0.1 •0.1 0.1 0.0 •0.0 •0.0 •0.0 0.0 •0.0 0.0 o.0 FULL CUT-OFF 0.0 0.1 0.2 0.4 *0 .9 In In In In In •n.3 In5,n-2 n-2 In In 4 In In 0-6 0.7 0-5 0.4 n.1 •0.0 0.0 AC2625-M 0.0 0.1 •0.4 0 •1.0.•1 1 .•1,2 1.0 - -0,7 0•..6 •0_6_ 0.6__ 0.6. 0,6 0.7 0.7 0.9 0.9 Y.2 2.0 2.6 *1.2 0.7 0.2 0.0 • • . • *1 • 0.0 0.2 Ce.7 2.3......._02..3 •1.8 •1.9 •1.5 1.i' 1.6 1.8 1.7 1.4. 1.4 i.5 .7 2.4 2yi 2,.3 3.3 4.8 5.0 1.5 0.5 0.1 `l POLE HEIGHT- 221 '; 1 i I • �1.0 0.2 0.1 0.3 � 1 3; 4.6 3.6 2,6 2.7 •�.2 2':�1 2.5 3.0 2.6 1.9 11.6 ,1.7 2.2 3.2 �2.9 1/8 2.9 3.7 4.8 3 3 0.1 0.4 j 1 7 5.5 4.1 3.1 3 3; 3 1 6 3.0 5.0 3.8 1.6 1.7; 1.7 2.2 5.8 2.9 2.9, 3.0 2.7 2.7 P 3 ;1.1 0.4 I I • *0 • • �._ *3 • . 8 7 . 3 4 .� 3 2J 2 .2 13 .8 .- �6', . 4 4. 0 2 9 2. 7 2. 3 1. 8 •1,: 3 •0 . 7 0. 3 I 5 r�3 7 3.3 9. 0 1 0.4 .4 4 6 3 9 3.1 3 / � I 0.1 0.3 1.1j 3.3 3.5 3.2 '`3 4.3 4.3 7.2 6. 2.4 , 1.5 1 5 1 5 1.4/ 0.9 0.5 0.2 ELEVATION • 4. 1 4. 0 3. 2 3'w 6 y. 6 2. 8 • ?. �4 . 1.-2 0. 9 •0 . 7 0 8 0. 8 0. 7 •0 . 4 0. 2 0.1 0.3 1.2 q 0.1 0.4 1.55 5.7 4.5 3.4 3 8 ,314 2:4 2.2 •2., Ijl 0.4 0.7 10.6 0.6 0.5 *0.4 •0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.3 1. 4 5 5 4. 4 3. 4 3. 8 3f 1. _..__ 2_ 1 �2 . 0 1. 0. s--- 0, 9- 0 .•S - 0. 8 0. 5 0. 3 0. 2 0. 1 0. 1 0. 0 •0 . 0 0. 0 0. 0 I _ I .lGWC0615-D 3.8 .2 2. ;i 1.8 1.6`" 1.4.2 0.6 0.3 .1 0.1 0.3 1•,1 3.3 2: 2 FULL CUTOFF WALL PACK • • • �''*a.... • • • 1 !3 �, �4 ., t �� _ 4'. 2.8 2.1 1 0 . 70'.. 3 •0 . 2 •0 . 0 0 . 0 0 . 0 0. 1 0. 3 1, 0 3 4, _-_ 3; 9._._-_3 . 3 3 8 3. 8 3. 0 4 • \ • 7 •8 , - J ....._ \-...... g p •7 : 2 3 . 6 2 . 7 *1 . 1 0.5 •0 . 3 •0 .0 0 . 0 0 . 0 0.1 0.3 1.2 1 50 4.6 3.6 4.3 5!, �T� _. �-. � 2.,1 WALL *0 *0 *1 *5 *4 • • I:3 5.�, 5.z •7,,b 9...7 7-4 5.Q y 1L I • c- • '2 8.4 5.6 t .1 .3 1.4 5.5 4.9 3.7 4 5 1.5 6 �' 9_ 1.3 0.6 0.3 •0.0 0.0 0.0 E .... 0. 1 0. 2 1.0 4. 0 4 2 i 3. 8 4. 4� 4. 9 •S) 0 •5 ; 9 8. 3,` 7. 1 3. 8 3 3. 5 4. 2 7 9 6. 2 4G 9'. 4. 0 2. 8 1. 4 0'. 7 0. 3 0. 0 0. 0 0. 0 *0 *0 *0 t '2 • 4. 5 •4 . 7 4 • • 6 6. 3 5. 6 4. �� I 0 �2 . 9 �. 5 5. 0 5. 3� 4 3. 6 .0 .1 .5�� .0 3.0 � 5:1 �S ` �. � 2.4 1.2 0,.5 0.3 0.1 *0.1 0.0 0.0 0.0 0.0 0.0 0.1 0 3 1.1 2 3 5.9 •4.9 4. 5.2 ; • • • r *4 •" .6 7.7 6.7 4,-5 8 2...2.8 4.8 6.0_ % 6.4 .8 2.6 1.1 10,5 •0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 ... 0.7 li, 0 .�.9 4 - •2 •58 4.4 • •3.7 • :„5 5T2 4.3 2.5� •1.6 1.3 l2.6 4.4 3 3.7 *1 .'7 0.8 0:3 0.2 0.1 0.0 0.0 •0.0 0.0 0.0 0.0 0.0 0.1 0.5 1 4', 3.9 3.3 2.4 2.3 i1.7 1.4 •1.1 0.7 0.5 0.4 0.5 0.7 1 0 1 1 0.8 0.5 0.2 0:1 10.1 0.0 0.0 0.0 •0.0 0.0 0.0 0.0 10.0 0.1 0.2 0.7., 1.8 •1.8 1.6 *1 .,,5" 0.9 •0.6 0.4 0.2 •0.2 0.2 *0.2 0.2 0.2 0.2 0.2 •0.1 0.1 0.1 10.0 •0.0 •0.0 0.0 •0.0 0.0 0.0 ADDITIONAL EQUIPMENT ;- (7) PS4S22C1B2 22-x 4 x. 125 SQUARE STEEL POLE (3) PGM-1 GROUND MOUNT POST (6) SBL-16 BACK LIGHT SHIELD POLE AND FIXTURE MEETS 120 MPH SUSTAINED WINDS Layout by: FRANK Project Name: 94424 CHITTENDEN RUUD LIGHTING Date:„/9,2°°' Scale: , �-,6 BANK 800.236.7000 USA <www.ruudlighting.com> 905.671.1991 CAN Filename: 71105SE1 FAT.a32 Illumination results shown on this lighting design are based on project parameters FOOTCANDLES CALCULATED AT GRADE USING MEAN LUMENS provided to Ruud Lighting used in conjunction with luminaire test procedures conducted under laboratory conditions. Actual project conditions differing from I Numeric Summary these design parameters may affect field results. The customer is responsible Label Avg Max I Min I Avg/Min I Max -A for verifying compliance with any applicable electrical, lighting, or energy code. A E 1.94 1 9.7 1 0.0 I N.A. I N.A. ,�'t'-c Of So 94 Eton No Text I,- AE5T ELEVATION PREPIN15HED METAL LOUVER STONE KEYSTONE APPLIED DECORATIVE 6RILLEV PATTERN TO MATCH WINDOWS -1 MASONRY APVH (5) R,9WLOC4C CZUROE MA50NRY ARCH0) HEADER COURSE -.I- COURSE HEAVER COURSE TYP TYP. CEMENT BOARD PANELS, TYP. T %Awml. ,IrL-L II 7.TT- REP. eLec. Ll FIRST FLOOR ELEV. BRICK MOIN SP SPANDREL PANEL, MASONRY BRICK ALUM. GLAD THERMALLY BROKEN TYP, 0 CORNERSTYP, VENEER, TYP. ALUM. STOREFRONT 50JTH ELEVATION EAST ELEVATION Cathyann LaRose From: Sheila McIntyre [SMclntyre@summitengvt.com] Sent: Thursday, January 31, 2008 5:33 PM To: Cathyann LaRose Subject: RE: Chittenden Bank, Dorset Street; request to be continued Ooops - I meant Tuesday, February 5th. -----Original Message ----- From: Sheila McIntyre[maiIto:SMcIntyre@summitengvt.com] Sent: Thursday, January 31, 2008 5:00 PM To: clarose@sburl.com Subject: Chittenden Bank, Dorset Street; request to be continued Dear Cathyann, The Chittenden Bank is currently on the Development Review Board's agenda for Tuesday, February 4, 2008. Per our conversation today, I am requesting that the Chittenden Bank project be continued to the next available DRB agenda. I understand that this note will be sufficient to remove us from the 2/4/08 agenda, and that a representative for the Applicant will not need to be present at the hearing. If you should need anything else, please let me know. Thank you, Sheila McIntyre Summit Engineering, Inc. 50 Joy Drive South Burlington, VT 05403 (802) 658-5588 � �Zif� aeries were com"d. ACcp-cl pf,or4b (ecc�v�r�q �ti�s �eov�4-. � haves enclo� -kQ,r-� Ty- -kerv\.-- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 January 15, 2008 University of Vermont Campus Planning Services 109 South Prospect Street Burlington, VT 05401 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, l/ Y� Betsy McDonough Brown Planning & Zoning Assistant Encl Le/Garden JERE TO BEGIN? I DO! ;ANIZE CLOSETS, S, DOCUMENTS, ITS, MOVES, ETC. ,M 'am Sweeney, nal & Professional zing/Management, '2-917-1488 JTERIOR PAINTING? Cod time. Professional off-season price. 20 )erience. References, Info: Trevor Parizo, )04. 15 YRS EXPERIENCE d painter- honest and jet the job done right le. Interior and exteri- ern and Central VT. Servic- assage, hydrotherapy, hair have. For appt., call Jim. 802-310-8291, jhart1159@ st.net. WE FOR MEN BY SER- )me and melt your winter ' away with a warm room °ep tissue massage. Info: 3-7206. ,GE OFFICE FOR RENT Pro- '1at, fully equipped massage or rent in a lively Central alth club,. Free parkin, shower, laundry, variety ` •available, liability insur- >quired. Info: Fusion Stu- 2=?23-6161. NTO MASSAGE Candte ;oft music, .massage. Melt 'inter blues away. $60/hr. ington, or will travel w/i Info: Jaquellihe Roberts 2-310-6519. BE PREGNANT? Need e offer, friendship, help w/ ig options, free pregnancy d ongoing support and en- ment. Info: BIRTHRIGHT, :on, 802-865-0056. ENLARGEMENT FDA Ap- medical vacuum pumps, Testosterone, Cialis. Gain manently. Free Brochures. 4N) Info: 619-294-7777, oelkaplan.com. COUNSELING and Chan- / Bernice Kelman, Under- 30+ years experience. ergy healing, chakra bal- HELP WANTED Earn Extra income Reiki, rebirthing, other assembling CD cases from Home. asses & more. Info: Ber- Start ,Immediately. No Experi- nan,802-899-3542. ence Necessary. 1-800-405-7619 fIONARY RELIEF Har- ext. 150 http://www.easywork- atancing Sound Therapy greatpay.com (AAN CAN) Info:. ing forks to locate and HOME REFUND JOBS! Earn $3,500 :e discord in body. Dis- - $5,000 weekly processing com- y clients say "This is the pany refunds online! Guaranteed ywork I have ever had!" Paychecks! No experience need- een McKusick, 802-730- ed! Positions available today! nckusick@earth link.net, Register online now! (AAN CAN) nonicbalancing.com. Info: www.RebateWork.com. MAKE $150/HOUR Get paid cash for your opinion! Earn $5 to $75 to fill out simple surveys online. Start NOW! (AAN CAN) Info: www. paidchoice.com. MEDIA MAKE-UP ARTISTS Earn up to $500/day for television, CD/videos, film, fashion. One week course in Los Angelese while building portfolio. Brochure. (AAN CAN) Info: 310-364-0665, www. Media MakeupArtists.com. MOVIE EXTRAS! Movie extras, actors, models! Make $100-$300/ day. No experience required, Meet celebrities, full-time/part-time, all looks needed! Call now! 1-800- 556-6103 extension 528. (AAN CAN) Info:. MYSTERY SHOPPERS Get paid to shop! Retail/Dining establish- ments need undercover clients to judge the quality/customer ser- vice. Earn up to $150 a day. (AAN CAN)Info: 800-901-9370. OUTDOOR YOUTH COUNSELOR Make more than a living. Make a difference. Immediate job op- portunities at Eckerd outdoor therapeutic programs in NC, TN, GA, FL, VT, NH and RI. Year- round residential position, free A REALISTIC $10,000440,000 A MONTH! NO Setting, NO Scripts, NO Phone Calls. An 80 year old lady made $5000 in her first 8 days. (AAN CAN) Info: www.Ty- Says.com. BARTENDERS NEEDED: Looking for part/full-time bartenders. Several positions available. No experience required. With hourly wages and tips make up to $300 per shift. Call (800) 806-0082 ext. 200. (AAN CAN) Info% CAFE AND DELI Waterfront cafe for sale! Turn -key operation! Established customer base! His- toric waterfront location! Seri- ous inquiries only please. Info: 802-734-7064. COOL TRAVEL JOB!! One Month Paid Training! $500 Sign on Bo- nus Must be free to travel & Start Today. (AAN CAN) Info: 800-735-7409, DATA ENTRY Processors needed!! Earn $3,500 - $5,000 Weekly working from home! Guaranteed Paychecks! No experience neces- sary! Positions available today! Register online now! (AAN CAN) Info: www.BigPayWork.com. GOVERNMENT JOBS Earn $12 to $48/Hour Full Benefits, Paid Training. Homeland Security, Law Enforcement, Accounting/Fi- nance, Clerical, Administrative, Wildlife/Park Service, More! 1- 800-320-9353 x2001. (AAN CAN) Info% by January 29, 2007 Pet PROFESSIONAL DOG WALKING Vermont Dog Pack offers dog walks in Shelburne, So. Burling- ton, Burlington, Colchester & Winooski. See our website, www. vtdogpack.com, or call/email Rhonda: Rhonda @vtdogpack. com, 802-578-2151. Info:. CATS LOOKING FOR NEW HOME Sonic and Gish are both 11-year- old females. With two young children, the cats are not getting the attention they deserve. Info: 802-891-1084. FOUND CAT 12/25 in Winooski. Small adult female. Black/brown tabby w/ white rings around eyes. Info: 802-373-9128. ACT 250 NOTICE MINOR APPLICATION 30 V.S.A. §§ 6001-6092 On December 20, 2007, Forestdale Heights, Inc., filed application 4CO329-17E for a project generally described as: Subdivide Lot #13 of Lot C into 11 lifts fof com'mereial 'use with mu- nicipal water and sewer services and extension of Corporate Drive 950 if. The project is located off Allen Martin Drive in the Town of Essex, Vermont. The District 4 Environmental Commission wilt review this application under Act 250 Rule 51 - Minor Applications. Copies of the application and proposed permit are available for review at the Essex Municipal Office, Chit- tenden County Regional Planning Commission located at 30 Kimball Avenue, South Burlington, and the office listed below. The application and proposed permit may also be viewed on the Natural Resources Board's web site (www.nrb.state. vt.us/lup) by clicking on "District Commission Cases," selecting "Entire Database," and entering the case number above. No hearing will be held unless, on or before January 29, 2007, a party notifies the District Commis- sion of an issue or issues requiring the presentation of evidence at a hearing or the commission sets the matter for hearing on its own motion. Any hearing request shall be in writing to the address below, shall state the criteria or subcriteria at issue, why a hearing is required and what additional evidence will be presented at Parties entitled to participate are the Municipality, the Municipal Planning Commission, the Re- gional Planning Commission, adjoining property owners, other interested persons granted party status pursuant to 10 V.S.A. § 6085(c). Non-party participants may also be allowed under 10 V.S.A. § 6085(c)(5). Dated in Essex Junction, Vermont, this 2nd of January 2008. By /s/Peter E. Keibel Natural Resources Board District #4 Coordinator 111 West Street Essex Junction, VT 05452 T/ 802-879-5658 E/ peter.keibel@state.vt.us ACT 250 NOTICE MINOR APPLICATION 10 V.S.A. §§ 6001-6092 On December 20, 2007, Nathan iel Hayward, filed application #4C1194 for a project generally described as: A 16 tot Planned Residential De- velopment consisting of 14 single family residences and 2 common tots, 1400 lf. of new road, on -site community wastewater system and 5 shared drilled wells. The project is located on Niquette Bay & Route 2 in the Town of Colchester, Vermpnt. The District 4 Environmental Commission wilt review this ap- plication under Act 250 Rule 51 - Minor Applications. Copies of the application and proposed permit are available for review at the Colchester Municipal Office, Chit- tenden County Regional Planning Commission located at 30 Kimball Avenue, South Burlington, and the office listed below. The application and proposed permit may also be viewed on the Natural Resources Board's web site (www.nrb.state. vt.us/lup) by clicking on "District Commission Cases," selecting "Entire Database," and entering the case number above. No hearing will be held unless, on or before January 29, 2008, a party,notifies the District Commis- sion of an issue or issues requiring the presentation of evidence at a hearing or the commission sets the matter for hearing on its own motion. Any hearing request shall be in writing to the address below, shall state the criteria or subcriteria at issue, why a hearing is required and what additional evidence will be presented at the hearing. Any hearing request by an adjoining property owner or other interested person must include a petition for party status. Prior to submitting a request for a hearing, please contact the dis- trict coordinator at the telephone number listed below for more information. Prior to convening a hearing, the District Commission must determine that substantive issues requiring a hearing have been raised. Findings of Fad and Conclusions of Law will not be Drepared unlpcc the rn _,*«;.... this 3rd day of January, 2008. By /s/ Peter E. Keibel Peter E. Keibel Natural Resources Board District #4 Coordinator 111 West Street Essex Junction, VT 05452 T/ 802-879-5658 E/ peter.keibel@state.vt.us PUBLIC HEARING SOUTH BURLINGTON DEVELOP- MENT 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, February 5, 2008 at 7:30 P.M. to consider the following: 1. Preliminary plat application #SD-08-01 & final plat application #SD-08-02 of Trench Boxes Etc. for a planned unit development to re -subdivide a 41,365 sq. ft. tot developed with three (3) buildings into two (2) tots of 21,815 sq. ft. & 19,550 sq. ft. , 80 Ethan Allen Drive. 2. Reopened hearing for Prelimi- nary plat application #SD-07-76 & final plat application #SD-07-77 of Chittenden Bank to amend a previ- ously approved planned unit de- velopment of a 704,655 sq. ft. GFA shopping complex with 618,846 sq. ft. of GLA. The amendment consists of: 1) razing a 4879 sq. ft. drive-in bank, 2) constructing a 7310 sq. ft. drive-in bank, and 3) installing a 1330 sq. ft. tempo- rary drive-in bank. This hearing is being reopened to correct errors in the decision dated 12/13/07, 55 & 155 Dorset Street. 3. Preliminary plat application #SD-08-03 & final plat applica- tion #SD-08-04 of South Village Communities, LLC, to amend a previously approved planned unit development of Phase I consisting of 156 residential units and a 100- student educational facility, of a 334 residential unit project. The amendment consists of: 1) reduc- ing the front yard setback from 10' to 5', and 2) adding utility cabinets, 1840 Spear Street. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. January 16, 2008 City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 southburfington 43 V Ell M ON T January 9, 2008 Sheila McIntyre Summit Engineering 50 Joy Drive South Burlington, VT 05403 Re: Minutes — Chittenden Bank Dear Ms. McIntyre For your records, enclosed is a copy of the approved December 11, 2007 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, Betsy Mc onough Brown Planning & Zoning Assistant Encl. (802)846-4106 — phone (802)846-4106 — fax p►anning @sburl.com Page 1 of 1 Bishop, Christopher D From: Dave Gurtman [dgurtman@DINSE.COM] Sent: Friday, January 04, 2008 1:37 PM To: Bishop, Christopher D Cc: Austin Hart Subject: Dorset Street Chris, Austin asked me to research the law on Chittenden's vested rights with respect to the application of South Burlington's Impact Fee Ordinance. Vermont has adopted the minority rule on vested rights which states that an applicant rights are vested "under the then existing regulations as of the time when proper application is filed." In re TaftCorners Associates, 171 Vt. 135, 140 (2000) citing Smith v. Windhall Planning Commission, 140 Vt. 178 (1981). The City amended its Impact Fee Ordinance on December 3, 2007. Chittenden's impact fee should be determined as of the date that its application was filed and complete, which I believe was well in advance of the 3rd. I hope this helps you in your discussions with the Department of Planning and Zoning this afternoon. We will be sending this information to Amanda Lafferty as well. Please contact me if you have any questions. -Dave David R. Gurtman, Esq. Dinse, Knapp & McAndrew, P. C. 209 Battery Street, PO Box 988 Burlington, VT 05402-0988 Phone: 802-864-5751 Fax: 802-864-1603 www.dinse.com CONFIDENTIALITY NOTICE: This electronic email transmission may contain attorney/client privileged and confidential information intended only for the individual or entity named above. Any dissemination, use, distribution, copying or disclosure of this communication by any other person or entity is strictly prohibited. Should you receive this transmission in error, please notify the sender by telephone (802-864-5751) and return the original transmission to problem@dinse.c-om. 1 /4/2008 Investigation of Traffic Queuing and Estimated Traffic Generation at Chittenden Bank University Mall, South Burlington Vermont September 25, 2007 rev 113108 Background The existing Chittenden Bank is comprised of two floors as follows: Ground Floor: 3,310 sf Second Floor: 1,569 sf Total GFA: 4,879 sf The proposed reconstructed bank will be comprised of two floors as follows: Ground Floor: 3,655 sf Second Floor: 3,655 sf Total GFA: 7,310 sf The change in gfa from existing to proposed is an additional 2,431 sf GFA Proposed Bank Queuing at Drive -up Positions Existing Site: Three aisles extending from drive -ups 81' x 3 aisles = 243' available queue length 243 _ 25'/vehicle = 9 vehicles Proposed Site: Four aisles extending from drive -ups 57' x 4 aisles = 228' available queue length 228 = 25'/vehicle = 9 vehicles This queuing investigation is based on the portion of the site that is proposed to be modified from the existing condition. In addition to the nine vehicles that are queued in the aisles, there are currently approximately four additional spaces for queued vehicles that can be occupied without blocking the one-way drive around the building or obstructing the entrance. Modifications to the entrance with the proposed site design to provide for two way traffic in the parking lot, will allow for 4 additional spaces for queuing which would be obstructing the one-way drive around the building in its existing configuration. Chittenden Bank 1 rev. 1/3/08 ITE Trip Generation: Based on Peak PM Hour of Adjacent Street Traffic Employee Based - AM Peak Hour = 2.85 trip ends/employee PM Peak Hour = 8.65 trip ends/employee 4 additional employees = 4 x 8.65 = 34.6 trip ends Building Based - AM Peak Hour = 12.34 trip ends/1000 sf PM Peak Hour = 45.74 trip ends/1000 sf Drive -In Lane Based - 2,431 additional sf = 2.431 x 45.74 = 111.2 trip ends AM Peak Hour = 19.38 trip ends/lane PM Peak Hour = 51.08 trip ends/lane 1 additional lane = 1 x 51.08 = 51.08 trip ends Correlation Factors (R) for all conditions were either poor or not given so the average rates were used. Existing Bank ITE Trip Generation: Based on Peak PM Hour of Adjacent Street Traffic Employee Based - AM Peak Hour = 2.85 trip ends/employee PM Peak Hour = 8.65 trip ends/employee 10 employees = 10 x 8.65 = 86.50 trip ends Building Based - AM Peak Hour = 12.34 trip ends/1000 sf PM Peak Hour = 45.74 trip ends/1000 sf Drive -In Lane Based - 4,879 sf = 4.879 x 45.74 = 223.16 trip ends AM Peak Hour = 19.38 trip ends/lane PM Peak Hour = 51.08 trip ends/lane 3 lanes = 3 x 51.08 = 153.24 trip ends Chittenden Bank 2 rev. 1/3/08 Manual Counts at the Existing Bank Summit Engineering conducted a manual count for the existing site from 3:00 to 6:00 PM on Friday June 8, 2007. Observed PM peak hour traffic = 156 trip ends 78 in 78 out This number most closely matches the trip generation numbers for Drive -In based projections. Chittenden Bank 3 rev. 1/3/08 ' °#SD-07-76 #SD-07-77 (c) Mandatory technical review by a traffic consultant to determine adequate stacking lane length and aisle width. The applicant had submitted comments from their engineer addressing this criterion. There are no changes in the number of vehicles which may be queued in the lanes. The available length is shortened, but an additional aisle is added. Again, the proposal shall be evaluated for conditional use review: a. the capacity of municipal or educational facilities This project will not adversely impact this criterion b. the planned character of the neighborhood This project will not adversely impact this criterion c. traffic on roadways and highways in the vicinity As previously noted, this proposal is projected to generate an increase in the vte's of the lot; however this will not have a net adverse effect. d. bylaws in effect This proposal is in compliance with the bylaws. e. utilization of renewable energy resources This project will not adversely impact this criterion Other- Temporary Bank Trailer The applicant is proposing to temporarily locate a trailer for use as a drive-in bank on the University Mall site during the demolition and construction phase of the new building. The trailer is proposed to be located just south of the center entrance drive, in an existing parking lot. The trailer will be 24 x 60 ft and will include a walk-in entrance and drive -up window. The temporary trailer is proposed to be served by municipal water and sewer from within the Mall site and the trailer will temporarily occupy 29 parking spaces during construction. When the new bank is completed, the trailer will be removed and the site restored to its previous condition. The applicant is proposing a timeline of one year. The Board supports the location and duration of the proposed trailer, provided it is not installed before January 1, 2008. DECISION Motion by Gavle Quimby, seconded by Mark Behr, to approve Preliminary Plat Application #SD-07-76 and Final Plat Application #SD-07-77 of Chittenden Bank, subject to the following conditions: 1. All previous approvals and stipulations shall remain in full effect, except as amended herein. 2. This project shall be completed as shown on the plat submitted by the applicant, and on file in the South Burlington Department of Planning and Zoning. 3. The plans shall be revised to show the changes below and shall require approval of the Administrative Officer. Three (3) copies of the approved revised plans shall be submitted to the Administrative Officer prior to recording. 11111521 #S D-07-76 #SD-07-77 a. The plans shall be revised to reflect the comments of the City Engineer as outlined in his memorandum dated 11/29/07. b. The plans shall be revised to adhere to the stipulations of the City Arborist as outlined in his memorandum dated 12/7/07. c. The plans shall be revised to depict adequate snow storage areas for the entire mall property or other method of snow removal if it is to be stored off -site. 4. The applicant shall adhere to the comments of the City Engineer as outlined in his memo dated 11/29/07. 5. The applicant shall comply with the requests of the City Arborist as outlined in his memorandum dated 12/7/07. 6. The applicant shall comply with the requests of the Fire Chief as outlined in his letter dated12/11/07 or as subsequently amended. 7. The applicant shall comply with the requests of the City Water Department as outlined in a letter dated October 12, 2007. �- he applicant shall obtain final wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hinds, prior to permit issuance. 9. 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. 10. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. 11. The Board grants a parking waiver of 271 spaces, or 8%, for a total of 3155 parking spaces. 12. The Board grants a height waiver of eight (8) feet for a total maximum height of 48 feet. 13. For the purpose of calculating road impact fees under the South Burlington Impact 'Fee Ordinance, the Development Review Board estimates that this project will generate 214 additional vehicle trip ends during the p.m. peak hour. 4. The applicant shall post an $18,500 landscaping bond prior to permit issuance. This bond shall remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. 15. The temporary bank trailer shall not be installed before January 1, 2008. The related 29 parking spaces shall not be compromised before January 1, 2008. 16. The temporary trailer shall be removed by May 1, 2009. #SD-07-76 #SD-07-77 17. The Board grants an additional, temporary, parking waiver of 29 parking spaces until May 1, 2009. 18. Any new exterior lighting shall consist of downcasting fixtures. Any change to approved lights shall require approval by the Administrative Officer prior to installation. 19. The applicant shall obtain a zoning permit within six (6) months pursuant to Section 17.04 of the Land Development Regulations or this approval shall become null and void. 20. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to occupying the building. 21. The mylar shall be recorded prior to permit issuance. 2. Any changes to the final plat plan shall require approval of the South Burlington Development Review Board. 23. The final plat plan (sheet S1) shall be recorded in the land records within 180 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Mark Behr — yea/nay/abstain/not present Matthew Birmingham — yea/nay/abstain/not present John Dinklage — ea/nay/abstain/not present Roger Farley — yea/nay/abstain/not present Eric Knudsen — ea/nay/abstain/not present Peter Plumeau — ea/nay/abstain/not present Gayle Quimby — ea/nay/abstain/not present Motion carried by a vote of 6-0-0. Signed this L day of -2) 2007, by John Dinklage, Chair Please note: You have the right to appeal this decision to the Vermont Environmental Court, pursuant to 24 VSA 4471 and VRCP 76 in writing, within 30 days of the date this decision is issued. The fee is $225.00. If you fail to appeal this decision, your right to challenge this decision at some future time may be lost because you waited too long. You will be bound by the decision, pursuant to 24 VSA 4472 (d) (exclusivity of remedy; finality). Investigation of Traffic Queuing and Estimated Traffic Generation at Chittenden Bank University Mall, South Burlington Vermont September 25, 2007 rev 114108 Background The existing Chittenden Bank is comprised of two floors as follows: Ground Floor: 3,310 sf Existing Use: Drive -In Bank Second Floor: 1,569 sf Existing Use: General Office Space The proposed reconstructed bank will be comprised of two floors as follows: Ground Floor: 3,655 sf Proposed Use: Drive -In Bank Second Floor: 3,655 sf Proposed Use: General Office The change in gfa from existing to proposed is as follows: Ground Floor: 345 sf of new bank area Second Floor: 2,086 sf of new general office space Proposed Bank Queuing at Drive -up Positions Existing Site: Three aisles extending from drive -ups 8 F x 3 aisles = 243' available queue length 243 _ 25'/vehicle = 9 vehicles Proposed Site: Four aisles extending from drive -ups 57' x 4 aisles = 228' available queue length 228 _ 25'/vehicle = 9 vehicles This queuing investigation is based on the portion of the site that is proposed to be modified from the existing condition. In addition to the nine vehicles that are queued in the aisles, there are currently approximately four additional spaces for queued vehicles that can be occupied without blocking the one-way drive around the building or obstructing the entrance. Modifications to the entrance with the proposed site design to provide for two way traffic in the parking lot, will allow for 4 additional spaces for queuing which would be obstructing the one-way drive around the building in its existing configuration. ITE Trip Generation: • PM Peak Hour of Adjacent Street Traffic for Drive -In Banks • PM Peak Hour Weekday for General Office Buildings Employee Based: AM Peak Hour = 2.85 trip ends/employee PM Peak Hour = 8.65 trip ends/employee 4 additional employees = 4 x 8.65 = 34.6 trip ends Building Based: Drive -In Bank AM Peak Hour = 12.34 trip ends/1000 sf PM Peak Hour = 45.74 trip ends/1000 sf subtotal 345 additional sf = 0.345 x 45.74 = 15.78 trip ends General OfficeAM Peak Hour = 1.55 trip ends /1000 sf PM Peak Hour = 1.49 trip ends/1000 sf subtotal 2,086 additional sf = 2.086 x 1.49 = 3.11 trip ends Total = 18.89 trip ends Drive -In Lane Based: AM Peak Hour = 19.38 trip ends/lane PM Peak Hour = 51.08 trip ends/lane 1 additional lane = 1 x 51.08 = 51.08 trip ends Correlation Factors (R2) for all conditions were either poor or not given so the average rates were used. Existin, Bank ITE Trip Generation: Based on Peak PM Hour of Adjacent Street Traffic Employee Based: AM Peak Hour = 2.85 trip ends/employee PM Peak Hour = 8.65 trip ends/employee 10 employees = 10 x 8.65 = 86.50 trip ends Chittenden Bank Queuing and Traffic Generation September 25, 2007 Page 3 Building Based: Drive -In Bank AM Peak Hour = 12.34 trip ends/1000 sf PM Peak Hour = 45.74 trip ends/1000 sf subtotal 3,310 sf bank = 3.3lx 45.74 = 151.4 trip ends General OfficeAM Peak Hour = 1.55 trip ends /1000 sf PM Peak Hour = 1.49 trip ends/1000 sf subtotal 1,569 sf office = 1.569x 1.49 = 2.34trip ends Total = 153.74 trip ends Drive -In Lane Based: AM Peak Hour = 19.38 trip ends/lane PM Peak Hour = 51.08 trip ends/lane 3 lanes = 3 x 51.08 = 153.24 trip ends Manual Counts at the Existing Bank Summit Engineering conducted a manual count for the existing site from 3:00 to 6:00 PM on Friday June 8, 2007. Observed PM peak hour traffic = 156 trip ends 78 in 78 out This number most closely matches the trip generation numbers for Drive -In based projections and Building -Based Projections. Proposed Chittenden Bank Reconstruction Breakdown of Uses Per South Burlington Exhibit B1 Mixed Use Traffic Generation Per ITE January 4, 2008 ITE Rate PM Peak Hour Use Size PM Peak Hour Trips 1000 S . Ft. or Equation or ITE Dwelling Average Category Unit In Out Rate In Out Drive -In Bank 912 0.345 sf 22.87 22.87 Average Rate 7.89 7.89 Office Space 710 2.086 sf 0.2533 1.2367 Average Rate 0.53 2.58 subtotal 8.42 10.47 TOTAL 18.89 tri ends Drive-in Bank (912) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 47 Average 1000 Sq. Feet GFA: 3 Directional Distribution: 50% entering, 50% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 45.74 3.00 - 242.50 43.52 Data Plot and Equation H 700 600 500 400 300 200 100 0 -----• --- ------------------------- X---• -- ;--------•--- ----• --- ---- ---- X X. ----- ' ---;--- - '- ` X-------- I- ----- ------ ---- --- "-X ---- --- •--X -' X X X --- X- - -X ---- ------ --- - - •-- ---r -- - ---r ------ ----- -- -- ---- - --- X X X .X X r 'X X X X.. - - -, ---- ------ X X X• 7 'X X X X: X X. X X ., 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 X Actual Data Points Fitted Curve Equation: Not given X = 1000 Sq. Feet Gross Floor Area ------ Average Rate R2 _ **** Trip Generation, 7th Edition 1687 Institute of Transportation Engineers South Burlington Planning Zoning New Non -Residential Construction Impact Fees Grand List April 1, 2009 Project Name & Address Chittenden Bank @ 55 Dorset Street Property Owner University Mall Effective Date 2009 TOTAL IMPACT FEE $181,951.17 Value of New Construction: Tvi)e of Construction Type of Use Fireproofed Steel Skeleton or Reinforced Concrete Masonry or Concrete SF Bearing SF Wall Structure Wood Frame Structure SF Pre -Fab Steel Structure SF Industrial Manufacturin 66 69 65 S64 Engineering & Research 88 96 93 88 General Office 123 7,310 113 110 104 Medical Office 133 S71 69 67 General Retail S84 S54 51 S41 Auto Service Facility 84 81 78 Elder Care Facility 102 74 72 S72 Motel Sprinkler credit? (Enter i if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: PM Peak Hour VTEs Past payments credit: Future payments credit: 183 $220.78 $1,499.22 $899,13 $2,247,825.0 $476,30 .: a South Burlington Planning Zoning New Non -Residential Construction Impact Fees ® Grand List April 1, 2009 OTHER CREDITS: ROAD IMPACT FEE: $i81,254.39 R South Burlington Planning Zoning New Non -Residential Construction Impact Fees Grand List April 1, 2009 Project Name & Address I Chittenden Bank @ 55 Dorset St. Property Owner University Mall Effective Date 2009 TOTAL IMPACT FEE $212,948.40 Value of New Construction: Twe of Construction Type of Use Fireproofed Steel Skeleton or Reinforced Concrete Masonry or Concrete SF Bearing SF Wall Structure Wood Frame Structure SF Pre -Fab Steel Structure SF Industrial Manufacturin 66 69 65 64 Engineering & Research 88 96 93 88 General Office 123 6,000 S113 110 S104 Medical Office 133 71 69 67 General Retail 84 S54 51 S41 Auto Service Facility 84 81 S78 Elder Care Facility 102 74 72 S72 Motel Sprinkler credit? (Enter 1 if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: PM Peak Hour VTEs 214 Past payments credit: $220.78 Future payments credit: $815•32 1 $271,70 $679,250. $476,30 $80.97 $748,000.00 $314.16 $409.59 $14.46 South Burlington Planning Zoning New Non -Residential Construction Impact Fees Grand List April 1, 2009 OTHER CREDITS: ROAIMPACT FEE: HAND -DELIVERED Ray Belair Administrative Officer Planning and Zoning Department City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 January 8, 2008 Re: Chittenden Bank — Dorset Street Branch Preliminary Plat Application #SD-07-76 Final Plat Application #SD-07-77 Findings of Fact and Decision, December 13, 2007 Dear Ray: Please consider this as Chittenden Bank's request to the Development Review Board that it re -open this matter at its hearing this evening. I would appreciate it if you could bring this to the attention of the DRB. The grounds for this request are as follows. The South Burlington Development Review Board issued its Findings of Fact and Decision on Chittenden Bank's application on December 13, 2007. The DRB's decision contains the following statement: 13. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that this project will generate 214 additional vehicle trip ends during the p. m. peak hour. Chittenden Bank believes that this estimate of 214 additional vehicle trip ends during the p.m. peak hour is too high and is the result of erroneous information provided in Chittenden Bank's application. Sheila McIntyre and I have been discussing the trip end issue with Planning and Zoning Staff since that Decision was issued. You recently notified me by e-mail that staff would support reducing the additional pm peak vehicle trip generated by the project to 51.08 based on the drive -up variable in the ITE manual. Re -opening this matter would allow the correction of the DRB Decision as quickly as possible so that Chittenden Bank may move forward with its project. By way of context, I want to confirm to staff and the DRB that we are discussing two related issues with Amanda Lafferty. I B0294064.1 00081-0481) Two Burlington Square P.O. Box 820 Burlington, Vermont 05402 802-658-4000 www.chittenden.com The Bank has proposed to Amanda a couple of options for correcting the vehicle trip error in a manner that complies with the zoning ordinance and correct statutory procedures while at the same time getting the revised Decision issued as quickly as possible so that the Bank can proceed with the project. It is our hope that we can work out a procedure that Amanda can recommend to you and the DRB, especially since Planning and Zoning staff agree that the number in the current Decision is too high. 2. The Bank is also discussing with Amanda what the applicable impact fee should be based on the agreed number of additional pm peak vehicle trips. This issue arises out of the fact that the impact fee ordinance was amended by the City while this application was pending. Thank you for your continuing assistance in this matter. Please contact me if you have any questions. Very truly yours, CHITTENDEN BANK istopher D. Bis op, P Senior Vice Presi ent Director of Administrative Services cc: Sheila McIntyre Amanda Lafferty Austin Hart tB0294064.1 00081-0481 } j Investigation of Traffic Queuing and Estimated Traffic Generation at Chittenden Bank University Mall, South Burlington Vermont September 25, 2007 rev 11113107 Queuing at Drive -up Positions Existing Site: Three aisles extending from drive -ups 81' x 3 aisles = 243' available queue length 243 - 257vehicle = 9 vehicles Proposed Site: Four aisles extending from drive -ups 57' x 4 aisles = 228' available queue length 228 _ 257vehicle = 9 vehicles This queuing investigation is based on the portion of the site that is proposed to be modified from the existing condition. In addition to the nine vehicles that are queued in the aisles, there are currently approximately four additional spaces for queued vehicles that can be occupied without blocking the one-way drive around the building or obstructing the entrance. Modifications to the entrance with the proposed site design to provide for two way traffic in the parking lot, will allow for 4 additional spaces for queuing which would be obstructing the one-way drive around the building in its existing configuration. ITE Trip Generation: Employee Based - AM Peak Hour = 9.7 trip ends/employee PM Peak Hour = 11.8 trip ends/employee 4 additional employees = 4 x 11.8 = 47.2 trip ends Building Based - AM Peak Hour = 32.0 trip ends/1000 sf PM Peak Hour = 53.5 trip ends/1000 sf Drive -In Lane Based - 4,000 additional sf = 4.00 x 53.5 = 214.0 trip ends AM Peak Hour = 48.7 trip ends/lane PM Peak Hour = 75.7 trip ends/lane 1 additional lane = 1 x 75.7 = 75.7 trip ends Correlation Factors (R) for all conditions were either poor or not given so the average rates were Chittenden Bank Queuing and Traffic Generation September 25, 2007 Page 2 used. The manual count for the existing site conducted from 3:00 to 6:00 PM on Friday June 8, 2007 by Summit Engineering observed the PM peak hour traffic to be a total of 156 trip ends (78 in, 78 out). This being significantly lower than the trip generation numbers that would be calculated using the ITE numbers for the existing site indicates that the use of the average rates should be considered conservative and that trip generation rates lower in the stated ranges could easily be justified. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: November 27, 2007 \drb\sub\universitymall\chittendenbank_prelim_final. Plans received: November 15, 2007 doc 55 Dorset Street PRELIMINARY PLAT APPLICATION #SD-07-76 FINAL PLAT APPLICATION #SD-07-77 Meeting date: December 11, 2007 Aaenda #17 Owner Applicant University Mall LLC c/o Finard Properties LLC Chittenden Corporation 155 Dorset Street c/o Christopher Bishop, Vice President South Burlington, VT 05403 Two Burlington Square Burlinaton. VT 05401 Engineer/Contact Property Information Sheila McIntyre Tax Parcel 0570-00155 Summit Engineering Inc C1 Zoning District; 50 Joy Drive 51.76 acres South Burlington, VT 05403 Location Ma i CITY OF SOUTH B URLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final.doc Chittenden Corp., hereafter referred to as the applicant, is requesting preliminary and final plat approval to amend a previously approved planned unit development consisting of a 677,739 sq. ft. GFA shopping center complex with 616,962 sq. ft. of GLA. The amendment consists of: 1) razing a 3310 sq. ft. drive-in bank, 2) constructing a 6000 sq. ft. drive-in bank, and 3) installing a 1330 sq. ft. temporary drive-in bank, 55 & 155 Dorset Street. The application was reviewed at the sketch plan level on October 16, 2007 (minutes attached). Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on November 15, 2007 and have the following comments. Zoning District & Dimensional Requirements: Table 1. Dimensional Requirements C1 Zoning District Required L_ Existing Proposed Min. Lot Size 4,000 S.F. 51.76 acres_ _51.76 acres Max. Building Coverage 40% 31.3% 31.3% A Max. Overall Coverage 70% _ _ 74.8% 74.8% Front Setback 50 ft. Approx 42 ft 60 ft. �l Side Setback 10 ft. > 10 ft. > 10 ft. Rear Setback 30 ft. >30 ft _ >30 ft. + Front Yard Coverage 30% _ 34.1 % 32.8% ♦ Max. Building Height 40 ft. 45 ft. �l zoning compliance A pre-existing non-compliance; not made worse by this application ♦ Waiver required PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the Land Development Regulations, the Development Review Board shall consider the following in its review of subdivision and Planned Unit Development (PUD) applications: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. Pursuant to Section 15.13(B)(1), municipal water service must be extended to serve the proposed development. Prior to final plat approval, the applicant must obtain final water allocation approval from the South Burlington Water Department. CITY OF SOUTH BURLINGION 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final.doc The South Burlington Water Department reviewed this early set of plans and provided comments in a letter dated November 7, 2007. 1. The applicant shall adhere to the comments of the South Burlington Water Department as per the letter dated October 12, 2007. 2. The applicant shall obtain final wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hinds, prior to permit issuance. Sufficient grading and erosion controls will be utilized during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the DRB may rely on evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. 3. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. In making this finding the DRB may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. Access to the property is proposed via an existing curb cut off of Dorset Street. There are no changes proposed to this curb cut. The applicant is proposing a change in vehicle circulation on the site. Specifically, vehicles will now be permitted to enter and proceed straight to the parking lot. Staff finds the new circulation acceptable. There are no changes proposed to the egress from the site. Two exit lanes remain. Traffic Based on an increase of 2,690 SF, the proposed reconstruction will generate an estimated 123 additional vehicle trip ends. 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. In making this finding the DRB shall utilize the provisions of Article 12 of these Regulations related to wetlands and stream buffers, and may seek comment from the Natural Resources Committee with respect to the project's impact on natural resources. There are no wetlands, streams, wildlife habitat, or unique natural features on the site. CITY OF SOUTH B URLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final.doc The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed use (drive -through bank) is a permitted use in the C1 Zoning District. The project is in compliance with the uses and goals specified in the Comprehensive Plan. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. There is very little open space on this site as it is covered by 74% with impervious surfaces. The green spaces that are provided are contiguous and exist mainly along Dorset Street. The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided. The South Burlington Fire Chief has been given the plans but has not yet provided comments to the staff. It is unclear if any will be available prior to the hearing. Staff sees no significant safety concerns. 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 properties. Staff feels this criterion is met through 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 the plans and provided comments in a memo dated November 29, 2007 (attached). One of the issues of concern is the walkway to the adjoining parking lot for the mall. The walkway enters the bank parking lot and dead -ends at a parking space. Staff concurs with the City Engineer. This parking space should be striped so as to facilitate pedestrian traffic. 4. The applicant shall adhere to the comments of the City Engineer's comments. The plans shall be revised accordingly. 5. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. CITY OF SOUTH B URLINGTON 5 DEPA RTML'NT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final doc The applicant has submitted lighting cut sheets and a point -by -point plan; they are in compliance with the SBLDR. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff finds that the proposed project is consistent with the goals and objectives of the Comprehensive Plan for the C1 Zoning District. SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the proposed project accomplishes a desirable transition from structure to site and from structure to structure. Pedestrian movement is adequate. According to Table 13-1 of the Land Development Regulations, the shopping center (to which the bank is part of the University Mall PUD) requires 5.5 parking spaces per 1,000 SF of GLA. Therefore, the 621,536 SF of GLA shall require a total of 3,419 parking spaces. The applicant is proposing a total of 3155 parking spaces, a shortfall of 264 parking spaces, or 7.7%. Therefore, a 264 parking space, or 7.7% parking waiver is requested. Staff supports this waiver. 6. The Board grants a parking waiver of 264 spaces, or 7.7%. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Most of the proposed parking is located to the rear or side of the proposed building. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. Staff feels the height and scale of the proposed building are compatible with the site and the existing buildings in the area. The height of the building will be 45 feet to the midpoint of the cupola. 7. The Board grants a height waiver of five (5) feet. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final doc Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted architectural details of the proposed structure, which is to be similar to the existing Chittenden bank located at Tafts Corner in Williston. Staff finds them aesthetically pleasing and in compliance with this criterion. (fl Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted architectural details of the proposed structure, which is to be similar to the existing Chittenden bank located at Tafts Corner in Williston. Staff finds them aesthetically pleasing and in compliance with this criterion. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations� (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not support a vehicular connection to the surrounding property. There is a pedestrian connection, via wooden stairs, to the south. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already stated that pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans show an enclosed dumpster on the southwesterly corner of the property. (d) Landscaping and Screening Requirements CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final.doc Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the Land Development Regulations. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. The applicant has prepared a sufficient landscaping budget. The South Burlington City Arborist has reviewed the plans and stated that the plans are acceptable. However, they are missing the Tree and Shrub Planting Details and Specifications 8. The plans shall be revised to adhere to the stipulations of the City Arborist. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The plans do not depict any snow storage areas. 9. The plans shall be revised to depict adequate snow storage areas or other method of snow removal if it is to be stored off -site. Other- Drive -Thu Facility Per Section 5.01 of the SBLDR all applications for a drive -through facility shall be subject to conditional use review and the following restrictions: (a) Compliance with Traffic Overlay District Provisions, if applicable; The proposed project falls outside of the traffic overlay district. (b) Compliance with an approved access management plan, providing for curb cut consolidation and secondary access; The access management plan appears sufficient with respect to curb cuts. (c) Mandatory technical review by a traffic consultant to determine adequate stacking lane length and aisle width. The applicant had submitted comments from their engineer addressing this criterion. There are no changes in the number of vehicles which may be queued in the lanes. The available length is shortened, but an additional aisle is added. Again, the proposal shall be evaluated for conditional use review: a. the capacity of municipal or educational facilities Staff does not feel that this project will adversely impact this criterion b. the planned character of the neighborhood Staff does not feel that this project will adversely impact this criterion c. traffic on roadways and highways in the vicinity As previously noted, this proposal is projected to generate an increase in the vte's of the lot; however this will not have a net adverse effect, d. bylaws in effect This proposal is in compliance with the bylaws. e. utilization of renewable energy resources CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden prelim final doc Staff does not feel that this project will adversely impact this criterion Other- Temporary Bank Trailer The applicant is proposing to temporarily locate a trailer on the University Mall site during the demolition and construction phase of the new building. The trailer is proposed to be located just south of the center entrance drive, in an existing parking lot. The trailer will be 24 x 60 ft and will include a walk-in entrance and drive -up window. The temporary trailer is proposed to be served by municipal water and sewer from within the Mall site and the trailer will temporarily occupy 29 parking spaces during construction. When the new bank is completed, the trailer will b removed and the site restored to its previous condition_ The applicant is proposing a timeline of one year. Staff supports the location and duration of the proposed trailer, provided it is not installed before January 1, 2008. 10. The temporary bank trailer shall not be installed before January 1, 2008. The related 29 parking spaces shall not be compromised before January 1, 2008. 11. The temporary trailer shall be removed by a date to be determined by the Board 12. The Board grants an additional, temporary, parking waiver of 29 parking spaces. RECOMMENDATION Staff recommends that the Board approve Preliminary Plat Application #SD-07-76 and Final Plat Application #SD-07-77 subject to the numbered items in the staff section of this report. Respectfully submitted, it v��, �'V l P CathyaLaRose, Associate Planner Copy to: Sheila McIntyre, Contact 0 V USPS - Track & Confirm Page I of I Mzfflgffi� Label/Receipt Number: 7006 3450 0002 0949 2076 Status: Delivered !rack & Confirm Enter Label/Receipt Number. Your item was delivered at 1:57 PMon December 18, 2007 in SOUTH BURLINGTON, VT 05403. Go, Notification Optiolls Track & Confirm by email Get current event information or updates for your item sent to you or others by email. Ga Site Map Contact Us Forms GoO Services Jobs Privacy Policy I erms of Use National & Pi arnier Accounts is Copyright Oc 1999-2007 USM All Rights Reserved, No FEAR Act EEO Data FOIA http://trkcnfrml.smi.usps.com/PTSInternetWeb/InterLabellnquiry.do 12/27/2007 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 14, 2007 Pat Murtagh Chittenden Bank 99 Dorset Street South Burlington, VT 05407 Re: Preliminary Plat #SD-07-76 & Final Plat #SD-07-77 Chittenden Bank Dear Mr. Murtagh: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, I c�� Betsy cDonough Brown Planning & Zoning Assistant CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon recei t of otice of a d having the environmental court, the DRB must supply a list of interested persons to the peal to appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE:> - NAME MAILING ADDRESS tZr 0 ,� SSLY �✓� " ' Iq/7?cN6t- CYPC-3 -fir^ es "30 rj Fli'l-foel-, V SPe-,, s4 c--9s'-(<)3 PROJECT OF INTEREST ,5v,- tt v: r(Gd R, zzz 4 r-5-P�s� '-) k-) 01 CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to eve been heard by the DRB. 24 V.S.A. § 4461(b)() eUpon rson orecce receipt of r body notice of a earing d a peal the environmental court, the DRB must supply a list of interested persons to the peal to appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: NAME MAILING ADDRESS "y L �v } � � , G ro.� t,�l. � ✓ couV jG* MCC AI (�' a r- t o t �tl z 7_; a r �ETNA lkowf7 "'-I VT—d �o2 �3 So . MAw PROJECT OF INTEREST U" 11ee-, T 4AL"A x Am4-(v. 6 0 CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE. _ C Z - L(— o NAME MAILING ADDRESS PRC).]Fr_T nP 1KjT1=01=CT LA I�k�P�k I�r� Amens 3(t b we v c1t0 Zo 1G4wc �d �� Ave (WG g ex_6) 6 i�x 3 2� S0 d L V -D -5yO L r�i2� ` i t --� 4 0-, i C CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A: § 4461(b). A copy of any decision rendered by the DRB must be mailed to eve been heard by the DRB. 24 V.S.A. § 4461(b)( )eUp nrson orecce receipt of r body notice of an earing and having the environmental court,. the DRB must supply a list of interested persons to the peal to appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE. NAME MAILING ADDRESS PROJECT OF INTEREST CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 14, 2007 Sheila McIntyre Summit Engineering 50 Joy Drive South Burlington, VT 05403 Re: Preliminary Plat #SD-07-76 & Final Plat #SD-07-77 Chittenden Bank Dear Ms. McIntyre: 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 November 20, 2007. Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be submitted & recorded by June 10 20081 or this approval is null and void. If you have any questions, please contact me. Sincerely, �)' Betsy cDonou&JL gh Brown Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7006 3450 0002 0949 2076 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 21, 2007 Cupola Golf Course, Inc. 270 Quarry Hill Road South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, l Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 October 17, 2007 VTRANS District 5 PO Box 168 Essex Junction, VT 05453 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. Adopted this 14th day of Novem- ber 2007 by the Board of Public Works Commissioners: Attest Norman Baldwin, P.E. Assistant Director -Technical Services Adopted 11/14/2007; Pub- lished 11/21/2007; Effective 12/12/2007 Material in [Brackets] delete. Material underling add. PUBLIC HEARING SOUTH BURLINGTON DEVELOP- MENT 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, December 11 at 7:30 P.M. to consider the following: Kutes. As P resuu, a uidlL 1 -1 - tificatior in issued and the ANR is sew..., - Abtic comments on the draft. The application and draft certifica- tion is available for public review during normal business hours at the Waste Management Division office in Waterbury, 103 South Main Street, tel. (802) 241-3444, the South Burlington City Clerk's office, tel. (802) 846-4105, and at the CSWD Administrative office, tel. (802) 872-8100. i. Preliminary plat application #SD-07-74 and final plat applica- tion #SD-07-75 of South Village Communities, LLC to amend a previously approved planned unit development of Phase 1 consisting of 156 residential units and a 100 student educational facility, of a 334 residential unit project. The amendment consists of: 1) reducing front yard setback from 10 feet to 5 feet, 2) reducing rear yard setback from 10 feet to 5 feet, 3) reducing side yard setback from 10 feet to 5 feet, 4) revising the lot configuration of the northern third of Phase 1, and 5) adding utility cabinets, 1840 Spear Street. 2. Preliminary plat application #SD-07-76 & final plat application #SD-07-77 of Chittenden Bank to amend a previously approVid planned unit development of a 677,739 sq. ft. GFA shopping complex with 616,962 sq. ft. of GLA. The amendment consists:of: 1) razing a 3310 sq. ft. drive-in bank, 2) constructing a 6000 sq. ft. drive-in bank, and 3) installing a 1330 sq. ft. temporary drive=in bank, 55 & 155 Dorset Street. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection . at the South Burlington City Hall. November 21, 2007 A final Certification will be issued for the facility without a public informational meeting unless a written request for a public meeting, signed by at least 25 residents, by the City Council, by the Chittenden County Regional Planning Commission, by CSWD., or by an adjoining landowner or resi- dent, is received by the Program no later than 4:30 p.m., Ddcember 12, 2007. Comments and questions must be received by 4:30 p.m., December 12, 2007, and must be addressed to: Jeff Bourdeau, Vermont Solid Waste Management Program, 103 South Main Street, Waterbury, VT 05671-0404 (Tel: 802-241-3484, Fax: 802-241-3296). REVISED NOTICE OF SHERIFF'S SALE OF REAL PROPERTY KNOW ALL BY THESE PRESENTS - that, pursuant to an order of the Chittenden Superior Court in the matter entitled The Bank of New York as Trustee v. Leslie Riddell and the Vermont Department of Taxes (docket n o. 642-06 CnC), a sheriff's sale of the following described property shall take place at the premises located at 11 Lakeview Terrace in the City of Burlington at 10:30 a.m. on November 28, 2007. The property to be sold is de- scribed as follows: Kevin McLaughlin, Sheriff STATE OF VERMONT CHITTENDEN COUNTY, SS. CHITTENDEN SUPERIOR COURT DOCKET NO. 5829-06 CnC National City Mortgage, a division of National City Bank of Indiana, Plaintiff V. Heidi M. Komasa, Thomas Komasa, American Express Travel Related Services, Inc., Gregory Supply Company, Inc. And occupants residing at 211 Elmwood Avenue, Burlington, Vermont, Defendants SECOND AMENDED NOTICE OF SALE By virtue and in execution of the Power of Sale contained in a cer- tain mortgage given by National City Mortgage to Heidi M. Komasa and Thomas Komasa dated January 27, 2006 and recorded in Volume 950, Page 345 of the Land Records of the City of Burlington, of which mortgage the undersigned is the present holder, for breach of the conditions of said mortgage and for the purposes of foreclosing the same will be sold at Public Auc- tion at 10:30 A.M. on December 12, 2007, at 211 Elmwood Avenue, Burlington, Vermont all and singu- lar the premises described in said mortgage: To Wit: Being all and the same Lands and premises conveyed to Heidi Komasa and Thomas Komasa by Warranty Deed of Louis A. Hamlin and Mary L. Hamlin dated Septem- ber 23, 2005, of record in Volume 934 at Page 255 of the Burlington Land Records and being more par- ticuLarly described as follows: en Loans, And Occupants Sing at 3871 Shelburne Road, Shelburne, Vermont, Defendants NOTICE OF SALE By virtue and in execution of the Power of Sale contained in a certain mortgage given by Op- tion One Mortgage Corporation to Thomas Komasa dated July 6, 2005 and recorded in Volume 326, Page 343 of the Land Records of the Town of Shelburne, of which mortgage the undersigned is the present holder, for breach of the conditions of said mortgage and for the purposes of foreclosing the same will be sold at Public Auc- tion at 11:15 A.M. on December 12, 2007, at 3871 Shelburne Road, Shelburne, Vermont all and singular the premises described in said mortgage: To Wit: Being a parcel of land situated on the easterly side of U.S Route 7, together with all structures and improvements thereon, containing 4.2 acres, more or less, located at 3871 Shelburne Road, in Shel- burne, Vermont, which are all and the same lands and premises conveyed to Heidi Komasa and Thomas Komasa by Warranty deed of Robert R. Spencer and Cynthia G.B Spencer of even or approxi- mate date herewith and about to be recorded in the Shelburne Land Records. Terms of Sale: $10,000.0o to be paid in cash by purchaser at the time of sale, with the balance due at closing. Proof of financing for the balance of the purchase to be provided at the time of sale. The sale is subject to taxes due and owing to the Town of Shelburne. Other terms to be announced at the sale or inquire at Lobe & Fortin, 30 Kimball Ave., Ste. 306, South Burlington, VT 05403, 802 660-9000. Wells Fargo Bank, National As- sociation, as Trustee cmn. ........-.v -- ---' mous plus Business C nonymous. Mondays, 7• United Methodist Chi Winooski Ave., Burling{ Valerie at 760-9203. HIV SUPPORT GROUP cilitated HIV/AIDS su that aims to foster a c of.community, self acc personal growth. We a survivors and with all c ence, will help you un enjoy what living po! offer. Mondays @ 7 white building behinc sal Unitarian Church. call Michael J @ 860- PERSONAL IMPROVEI that focuses on buil lion, becoming mor and living with more group will also addre! as the feelings of bei balanced, stressed c and then will discuss Learning and using r tools to create mo and positive habits. information 802-279 WOMEN'S GROUP & Held Saturday night: noon at 4 p.m. at St.,. Burli ngton. 862• PEER. .SUPPORT GF HELP STRATEGIES Held Friday nights, E chibald St., Apt. #1. MEN'S DROP -IN SU Alt men welcome. 1 and%older. Open dis Varied topics inclu ships, work, parenti hed'tth, personal gr heating, etc. Emoti confidential. Nonju violent. Groups led facilitators. Open ti religions and sexu Joseph's House, 11 Corner of Elmwood St.,Entrance on A ton, Vt. Every Thi Please be prompt.' tion $5 - but non away for lack of do call 434-8180. Vi org. CITY ?F SoUTT Bti RLINGTON DE�'ARTMENT OF 575 DORS SING & ZONING REET SOUTH B URLINGTON, V RAI (802) 846-4106 ONT 05403 FAX (802) 846-4101 December 6, 2007 Sheila McIntyre Summit Engineering 50 Joy Drive South Burlington, VT 05403 Re: Chittenden Bank Dear Ms. McIntyre: Enclosed is the agenda for next Tuesday, s Develo Tuesday p Please be sure that so ent Review Board tangmeeting Y ecember 11, 2007 at 7:g0 meone is at the and Street. P. m. at the City meeting on Y Hall Conference Room, 575 Dorset If you have any questions, Please give us a call. Sincerely, 6dN t mt Betsy McDonough Planning & Zoning Assistant Encl. f 'tea versity Mall PUD / Chittenden Bank Improvements Sketch Plan, Sheet S2, dated 9/12/07 1?- 4, ),,v, c.- L BANK LEASE PARCEL 34,286 sf • Existing Impervious 27,111 sf • Existing Greenspace 7,175 sf • Proposed Impervious 27,319 sf • Proposed Pervious Concrete 247 sf • Proposed Greenspace 6,720 sf UNIVERSITY MALL PUD (including the bank leaseparcel) 2,254,666 sf • Existing PUD Lot Coverage (%) 74.8 % • Proposed PUD Lot Coverage (%) 74.8 % Based on the current sketch plan design, the proposed Chittenden Bank improvements will result in an increase in impervious area of 208 sf on the Bank's lease parcel. The minimal increase does not change the University Mall PUD lot coverage, as noted above. LA--- � 70, l � v r� y J a State of Vermont Agency of Natural Resources Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 November 29, 2007 University Mall, LLC c/o Finard Properties 155 Dorset Street South Burlington VT 05403 RE: WW-4-2966, Chittenden Bank add 345 square feet to bank footprint and add four employee's for a total of fourteen, increase of 48 gallons per day, 55 Dorset Street, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on November 28, 2007, including a fee of $105.00 paid by check #10262759. Under the performance standards for this program, we have a maximum of 30 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management Mary aril Administrative Technician II cc: South Burlington Planning Commission Douglas Hewitt Regional Offices - Barre/Essex Jct./Rutland/Springfield/St.Johnsbury State of Vermont WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective April 25, 2005 Permit Number: WW-4-2966 PIN: EJ96-0213.01 Landowner: University Mall, LLC c/o Finard Properties 155 Dorset Street South Burlington VT 05403 This permit affects property identified as Town Tax Parcel ID # 0570-0015-C and referenced in deeds recorded in Book 778 Page 63 of the Land Records in South Burlington, Vermont. This project, consisting of reconstructing the existing bank with a total of fourteen employees on a 0.78 acre lot served by municipal water and wastewater services located at 55 Dorset Street in thte City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions: L GENERAL L l The project shall be completed as shown on the following plans and/or documents prepared by Summit Engineering, Inc. listed as follows: Drawing No. S1 "Overall Plan" dated 11/13/07; Drawing No. S2 "Final Plan" dated 11/13/07 and Drawing No. DI "Utility Details" dated 11/13/07. 1.2 The project shall not deviate from the approved plans in a mamler that would change or affect the exterior water supply or wastewater disposal systems, building location, or, the approved use of the building, without prior review and written approval from the Wastewater Management Division. 1.3 This pen -nit does not relieve the landowner from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department Public Safety, Division of Fire Safety— telephone (802) 879-2300, and local officials prior to proceeding with this project. 1.4 The conditions of this pen -nit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall be responsible for the recording of this pen -nit in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.5 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vennont environmental and health statutes and regulations. 1.6 This permit may be revoked if it is detennined that the project does not comply with these rules. In issuing this permit, the Division has relied solely upon the licensed designer's certification that the design -related information submitted was true and correct and complies with the Vennont Wastewater System and Potable Water Supply Rules and the Vennont Water Supply Rules. Wastewater System and Potable Water Supply Permit WW-4-2966 Page 2 2.WATER SUPPLY and WASTEWATER DISPOSAL 2.1 No permit issued by the Secretary shall remain valid after substantial completion of a potable water supply or wastewater disposal system until the Secretary receives a signed and dated certification from a designer or an installer, as specified in the pen -nit, that states: "1 hereby certify that in the exercise of my reasonable professional judgment the installation -related information submitted is true and correct and the potable water supply and wastewater disposal systems were installed in accordance with: the permitted design and all permit conditions; or record drawings and such record drawings are in compliance with the applicable rules, were filed with the Secretary, and are in accordance with all other pen -nit conditions; were inspected; were properly tested; and have successfully met those performance tests." This certification shall include the water and wastewater service lines to the structure. 2.2 This project is approved for cormlection to the South Burlington municipal water and wastewater collection systems as depicted on the approved plans. The project is approved for a maximum of 182 gallons of water and wastewater per day. No changes to the water supply or wastewater system shall be allowed without prior review and approval by the Wastewater Management Division. 2.3 The connection of a sprinkler fire suppression system to a public drinking water supply system shall require the installation and maintenance of back -flow prevention devices which conform to the standards acceptable to the Department of Labor & Industry. 2.4 This pen -nit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, and the municipality files a written request with the Secretary, the Secretary will remove the sewage allocation for this project from the list of committed reserve capacity. If the municipal approval expires, this pen -nit shall be invalid unless the municipality renews its approval and does not request that the Secretary remove the sewage allocation for this project from the list of committed reserve. Once the project is removed from the list of committed reserve capacity, a new permit must be issued for the project. An updated application form and an application fee will be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. Laura Q. Pelosi, Commissioner Department of Environmental Conservation a B ydjOftc v�:r�r Ernest Christianson, Regional Engineer Dated December 11, 2007 C South Burlington Planning Commission Summit Engineering, Inc. Water Supply Division Act 250 District Environmental Commission #4 — Case #4CO219 Department of Public Safety, Division of Fire Safety Plant Schedule and Installation Costs - revised 12/6/07 Key Qty. Scientific Name Cost Ext. AM 4 Aronia melanocarpa 32.25 322.50 CC 7 Cercis canadensis 247.00 1729.00 CE 3 Clethra anifolia 27.25 83.25 EF 3 Euonymus fortunei 21.75 65.25 FS 1 Fagus sylvatica 600.00 600.00 IG 2 Ilex glabra 32.35 64.70 JS 4 Juniperus scopularum 43.75 175.00 JP 17 Juniperusprocubens nana 17.25 293.25 SB 6 Spirea x bumaldi 16.25 97.50 SM 8 Syringa meyeri `Paliban' 46.25 370.00 UA 10 Ulmus americana 840.00 8,400.00 Subtotal plant material 12,200.45 Tax 7% 854.03 Markup 1.3 15,860.59 RECEIVED Replacement 4% 488.029 Trucking 12% 1,464.05 DEC U 6 203? Labor 70 hrs. @ 25.00 1,750.00 Amendments 700.00 City of $0. Burlington Stakes 51 @ 3.00 156.00 Bark mulch 20 yds. @ 41.00 820.00 Total Planting Cost $22,092.69 Perennials Key Qty. Scientific Name Cost Ext. HE 50 Hemerocallis 2.29 114.50 VM 100 Vinca minor 1.30 130.00 Notes: -Total planting cost does not include perennials. - Cost of plant material is based on Four Seasons Garden Center Spring 2007 prices. Engineers + Surveyors + Planners * Landscape Architects December 6, 2007 Development Review Board City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: University Mall PUD, 155 Dorset Street, and Chittenden Bank Reconstruction, 55 Dorset Street — Preliminary and Final Plan Review - Supplemental Landscaping Dear Board Members: On behalf of University Mall, LLC (Owner) and Chittenden Bank (Applicant), I am submitting two plans to supplement our application for the Chittenden Bank building on Dorset Street. The plans are in response to a modified approach to landscaping at the site per Staff comments: 1) Final Plan, Sheet S3, revised 12/6/07; 2) Landscaping Plan, Sheet Pl, dated 12/6/07. To effectively spend the required landscaping dollars for this project, some landscaping has been proposed off of the Bank's lease parcel on the University Mall site. The breakdown of costs has been included for your reference. If you have any questions about the materials provided, please do not hesitate to contact me. Sincerely, Sheila McIntyre Environmental Planner Attached: 6 copies of plans/1 reduced 50 .Joy Drive South Burlington, VT 05403 Business (802) 658-5588 Fax (802) 658-3629 AGENCY OF NATI' � RESOURCES (ANR) AND NATUR RESOURCES BOARD http://www.anr.b,d'te.vt.us/dec/ead/pa/index.htm / http://v,,v6w.nrb.state.vt.us/ PROJECT REVIEW SHEET���^ THIS IS NOT A PERMIT TOTAL # OF DEC PERMITS: PRE -APPLICATION REVIEW: �tCd 2( r —,5'q2 RESPONSE DATE: PENDING APPLICATION #: WW-4-2966 DISTRICT: TOWN: South Burlington PIN: EJ96-0213.01 OWNER OF PROJECT SITE: APPLICANT OR REPRESENTATIVE: (Name) University Mall, LLC / Jason Steward (Name) Chittenden Bank / Chris Bishop (Address) 155 Dorset St. (Address) 2 Burlington Square (Town) (State) (Zip) South Burlington Vt., 05403 (Town) (State) (Zip) Burlington Vt. 05401 (Telephone) 802-863-1066 _Telephone) 802-660-1217 Project Name: Based on a written or oral request or information provided by Doug Hewitt, received on 11-28-07, a project was reviewed on a tract/tracts of land of 51.76 acres, located on 55 Dorset St. The project is generally described as: Raze existing bank building and replace w/ 3655sf building for bank w/ an increase to 14 employees served by municipal water and wastewater disposal. Prior permits from this office:C��(c% PERMITS NEEDED FROM THE DISTRICT ENVIRONMENTAL OFFICE PRIOR TO COMMENCEMENT OF CONSTRUCTION ® I hereby request a jurisdictional opinion from the District Coordi to or Si a District Coordinator regarding the jurisdiction of 10 V.S.A. Chapter 151 (Act 250) over the project described above. 9 ❑ Lav(dov#i6r1Agent ® Permit Specialist ❑ Other Person 1. ACT 250: THIS IS A JURISDICTIONAL OPINION BASED UPON AVAILABLE INFORMATION, AND A WRITTEN REQUEST FROM THE ANR PERMIT SPECIALIST, THE LANDOWNERIAGENT, OR OTHER PERSON. ANY NOTIFIED PARTY OR INTERESTED PERSON AFFECTED BY THE OUTCOME MAY REQUEST RECONSIDERATION FROM THE DISTRICT COORDINATOR (10 V.S.A. § 6007 (c) AND ACT 250 RULE 3 (C)) OR MAY APPEAL TO THE ENVIRONMENTAL COURT WITHIN 30 DAYS OF THE ISSUANCE OF THIS OPINION (10 V. S.A. Chapter 2201. (MJ7 ** Project: PS.Commercial ❑ Residential ❑ Municipal Has the landowner subdivided before? ❑ Y s No When/where: # of I ts: AN ACT 250 PERMIT IS REQUIRED: e ❑ No pies sent to St tutory Parties: Yes o BASI,S�F'OFj2jDE ION: �d (� � '%?l � �( �� N� J 1 SIGNATURE: e DATE: 2 li CADDRESS: District #� Environmental Commission -strict Coordinator Telephone: WASTEWATER MANAGEMENT DIVISION REGIONAL OFFICE: PERMIT/APPROVAL REQUIRED? ® Yes ❑ No ® Wastewater System and Potable Water Supply Permit (#1 & U** ❑ Notice of Permit Requirements (deferral language ) (#2) ❑ Floor Drains (#1.2 ❑ Campgrounds (� El Extension of sewer lines (#J5 REGIONAL ENGINEER ASSIGNED: Ernest Christianson SIGNATURE; T ,r i/ (__------ DATE: 12-4-07 ADDRESS: Dept. of Environmental Conservation ® Environment A ' is ance Office, Permit Specialist Jeff McMahon Telephone: 802-879-5676 ❑ Wastewater Management Division, Telephone: 802-879-5656 OVER »»»»»»» **NOTE: NUMBERS /N PARENTHESES (#) REFER TO PERMIT INFORMATION SHEETS IN THE VERMONT PERMIT HANDBOOK http://www.anr.state.vt.us/dec/permit hb/index.htm THIS IS A PRELIMINARY, NON-BINDIN.. TERMINATION REGARDING OTHER PERi.. WHICH YOU MAY NEED PRIOR TO COMMENCEMENT OF CONSTRUCTION. PLEASE CONTACT THE DEPARTMENTS INDICATED BELOW. 3. WASTEWATER MANAGEMENT DIVISION, ANR (802-241-3822) Contact: ❑ Discharge Permits: pretreatment; industrial, municipal (#7_1 , 7_2, & 8) ❑ Indirect Discharge Permits (#9 & 9_1) ❑ Residuals Management (#10) 4. AIR POLLUTION CONTROL DIVISION, ANR (888-520-4879) Contact: ❑ Construction/modification of source #14) ❑ Open Burning #18) ❑ Wood Chip Burners (>90 HP) #14) ❑ Furnace Boiler Conversion/Installation #14) ❑ Industrial Process Air Emissions (#14) ❑ Diesel Engines (>450 bHP) #14) 5. WATER SUPPLY DIVISION, ANR (802-241-3400) (800-823-8500 in VT) Contact:, ❑ New Hydrants (#22) ❑ >500' waterline construction #22) ❑ Community Water System (CWS) ❑ Bottled Water #20) ❑ Operating permit (#21) ❑ Transient Non -Community water system (TNC) #21) ❑ Capacity Review for Non -transient non -community water systems (NTNC) (#21) �) WATER QUALITY DIVISION, ANR STORMWATER PERMITS #6 — 6_5 ) Contact: Contact: Matt DeWolfe 802-879-5659 ❑ Flood Plains (241-3759) ❑ Ponds (#32.1) ❑ Construction General Permits >1AC of disturbance (#6.1) ❑ Shoreland Encroachment (241-3777) Steve Hanna (#28) ® Stormwater from new development or redevelopment sites #( 6.2 & 6_3) ❑ Wetlands (241-3770) #29) ❑ Multi -Sector General Permit (MSGP) industrial activities w/ SIC codes #6.4) ❑ Stream Alteration / Section 401 Water Quality Certification / Stream Crossing Structures (476-2679 / 879-5631 / 786-5906) (#27 & 32) (>WATTE MANAGEMENT DIVISION, ANR Contact: Dennis Fekert 241-1493 ❑ Hazardous Waste Handler site ID (241-3888) (#36) ❑ Underground Storage Tanks (241-3888) June Middleton (#33) ❑ Lined landfills; transfer stations, recycling facilities drop off (241-3444) #37,39,40) ® Asbestos Disposal (241-3444) ® Disposal of inert waste, untreated wood & stumps (241-3444) #41 & 44) ❑ Composting Facilities (241-3444) #43) ❑ Waste oil burning (241-3888) ❑ Waste transporter permit #35) ® Demolition waste 241-3477 ® Used septic system components/stone (#41) 8. FACILITIES ENGINEERING DIVISION, ANR Contact: ❑ Dam operations (greater than 500,000 cu. ft.) (241-3451) (#45) ❑ State -funded municipal water/sewer extensions/upgrades and Pollution Control Systems (241-3750) 9. POLLUTION PREVENTION & MERCURY DISPOSAL HOTLINE (1-800-974-9559) (#46) Contact: SMALL BUSINESS & MUNICIPAL COMPLIANCE ASSISTANCE (1-800-974-9559) Contact: RECYCLING HOTLINE (1-800-932-7100) Contact: Judy Mirro/John Daly 10. FISH & WILDLIFE DEPARTMENT (802-241-3700) Contact: ❑ Nongame & Natural Heritage Program (Threatened & Endangered Species) #47.4) ❑ Stream Obstruction Approval all DEPARTMENT OF PUBLIC SAFETY (802-479-7561) or District Office 879-2300 Contact: ® Construction Permit fire prevention, electrical, plumbing, accessibility (Americans with Disabilities Act) #49, 50, 50.1, 50.2) ❑ Storage of flammable liquids, explosives ❑ LP Gas Storage ❑ Plumbing in residences served by public water/sewer with 10 or more customers #50.2) ' ® Boilers and pressure vessels #50.3) 12. DEPARTMENT OF HEALTH (800-439-8550 in VT) (802-863-7221) (Lab 800-660-9997) Contact: ❑ Food, lodging, bakeries, food processors (#51, 51.1, 52, 53, 53.1) ❑ Program for asbestos control & lead certification (#54, 55, 55.1) ❑ Children's camps ❑Hot Tub Installation & Inspection — Commercial (#51.1) 13. AGENCY OF HUMAN SERVICES Contact: ❑ Child care facilities (1-800-649-2642 or 802-241-2159) (#57) ❑ Residential care homes (241-2345) (Dept. of Aging & Disabilities) (#59) ❑ Nursina Homes (241-2345) (#59) ❑ Assisted Living and Therapeutic Community Residences (241-2345) (#59) AGENCY OF TRANSPORTATION ® Access to state highways (residential, commercial) (828-2653) (#66) ❑ Signs (Travel Information Council) (828-2651) (#63) ❑ Development within 500' of a limited access highway (828-2653) #61) ® Construction within state highway right-of-way (Utilities, Grading, etc.) (828-2653) (#66) Contact: ❑ Junkyards (828-2053) (#62) ❑ Railroad crossings (828-2710) (#64) ❑ Airports and landing strips (828-2833) (#65) ❑ Motor vehicle dealer license (828-2067) (#68) 15. DEPARTMENT OF AGRICULTURE (800-675-9873 OR 802-828-3429) Contact: ❑ Use/sale of Pesticides (828-3429) (#72, 73, 74, 75, 76, 77, 78) ❑ Slaughter houses, poultry processing (828-3429) (#81) ❑ Milk Processing Facilities (828-3429) (#83, 83.1, 85, 87) ❑ Animal shelters/pet merchant/livestock dealers (828-3429) (#89, 89.1) ❑ Golf Courses (828-2431) (#71) Green Houses/Nurseries (828-2431)(#79) ❑ Weights and measures, Gas Pumps, Scales (828-2436) #88) ❑ Medium and Large Farm Operations (828-2431) ❑ Retail Sales/Milk/Meat/Poultry/Frozen Dessert/Class "C" Pesticides (828-3429) (#75.1, 80, 16. VERMONT ENERGY CODE ASSSISTANCE CENTER TOLL FREE 888-373-2255 ❑ VT Building Energy Standards (#47.2) 17. DIVISION FOR HISTORIC PRESERVATION (802-828-3211) ❑ Historic Buildings (#47.1 & 101) ❑ Archeological Sites (#47.1 & 101) 18. DEPARTMENT OF LIQUOR CONTROL (1-800-832-2339) ❑ Liquor Licenses (#90) ❑ General Info (1-800-642-3134) 19. SECRETARY OF STATE (1-802-828-2386) ❑ Business Registration (#90.1) ❑ Professional Boards (1-800-439-8683) (#90.2) 20. DEPARTMENT OF TAXES (802-828-2551 & 828-5787) ❑ Income & business taxes (sales, meals/ rooms, etc) (#91, 92, 93, 94, 95, 96) LDEPARTMENT OF MOTOR VEHICLES (802-828-2070) El Fuel Taxes; Commercial Vehicle (#69-70) 22 LOCAL PERMITS (SEE YOUR TOWN CLERK, ZONING ADMINISTRATOR, PLANNING COMMISSION, OR PUBLIC WORKS) 23. U.S. ARMY CORPS OF ENGINEERS, 8 Carmichael St., Ste. 205, Essex Jct., VT 05452 (802) 872-2893 (#97, 98, & 99) 24. OTHER: Sections #3424 above have been completed by Permit Specialist Jeff McMahon Date: 12-4-07 1 may be reached at 802-879-5676 Copies have been mailed to: Revised 6/06 November 7, 2007 Summit Engineering, Inc. Ms. Sheila McIntyre 50 Joy Drive South Burlington, VT 05403 RE: Chittenden Bank -University Mall Dear Sheila: The South Burlington Water Department has reviewed the revised plans for the above referenced project and associated temporary facility. Please find my comments below and refer also to my October 12, 2007 letter for applicable comments not repeated in this letter. 1. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Champlain Water District Specifications and Details for the Installation of Water lines and Appurtenances henceforth the "CWD Specification." 2. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the "Backflow Ordinance." Please contact this department for more information on the installation and proper setting of backflow prevention devices. 3. An agreement must be obtained in writing from the private water line owner (University Mall) to tap the new six-inch line for this project. A copy of that agreement must be provided to the SBWD prior to conducting the tap. Also, a correct line size on the University Mall property must be obtained from them, as the SBWD does not have accurate record drawings of this area. 4. The site plan for the proposed new building is acceptable to this Department when all other requirements included in this letter have been met. 5. The proposed 3/4" water service connection on the existing water service currently supplying the University Mall lawn irrigation system will require some changes. Left as proposed, the service line would be charged up to the point of the irrigation water meter, at all times. Since water to the irrigation meter is normally shut off and the meter removed during the winter, the proposed connection would allow for the line to freeze. Therefore, when the temporary service line is installed, a curb stop shall be installed on the downstream side of the new "tee" to allow for isolation of the irrigation meter. Another curb stop shall be installed on the temporary line at the tee. Furthermore, when the temporary structure is removed, the temporary service line will be cut off approximately 12" from the curb stop and stone shall be installed at the end of the copper pipe. This will allow for draining the irrigation line in the future. Curb stop ties from permanent points shall be provided to this department. 6. The SBWD shall be notified in advance to inspect all mechanical joint fittings, main line taps, the service line connection, appurtenances, thrust blocks, water line crossings, and testing prior to occurrence or backfilling. 7. Upon completion of the construction project, "Record Drawings" shall be supplied to the SBWD in the form of one (1) hard copy and one (1) electronic copy in Auto -CAD Version 2003 Format (.DWG) or newer. All Record Drawings are to include valve ties, and manufacturer make and casting date for all gate valves. Location ties for all curb stops, and water shut offs (WSO's) shall also be provided on the Record Drawings. 8. Further review changes may be required as this project proceeds through the permit process. Future plans must include details and specifications as required in above. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann LaRose Bruce Hoar Doug Brent Plan Reviews: Chittenden Bank 11-07 l SUMM1-NGINEERING, 1 Engineers + Surveyors + Planners + Landscape Architects November 14, 2007 Development Review Board City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: University Mall PUD, 155 Dorset Street, and Chittenden Bank Reconstruction, 55 Dorset Street — Preliminary and Final Plan Review Dear Board Members: On behalf of University Mall, LLC (Owner) and Chittenden Bank (Applicant), I am submitting applications for Preliminary and Final Plan Review to reconstruct the existing Chittenden Bank building on Dorset Street. The University Mall is a 51.76 acre Planned Unit Development (PUD) that includes the Chittenden Bank lease parcel of 34,286 sf. The bank lease parcel is located toward the north end of the mall site, which is accessed by its own signalized intersection at Dorset Street (55 Dorset Street). The project involves the demolition of the existing bank building and construction of a new brick building on the existing lease parcel. There are no changes proposed to the intersection or vehicle access to the site. It is the intention of the plan to preserve the existing site function and general layout, with minimal disturbance to the surroundings. It is also the intention of the plan to create an updated, efficient building that adds an aesthetic attribute to the north end of Dorset Street and to the University Mall site. The proposed building will add 4,000 sf of floor area primarily as a second floor, and it will add a new (4th) drive -through lane to serve the ATM. The bank will also increase the capacity to add 4 new employees to the existing 10 employees, for a total of 14 staff. Demolition of the existing structure will warrant a new temporary bank facility to serve their customers during the construction period. The temporary bank will be a trailer set up on the University Mall site. Operations will be relocated to the temporary facility until such a time the bank is re -occupied, and the trailer will be removed and the site restored. The temporary bank will be served by municipal water and sewer, as noted on the 11 x 17 plan entitled "Temporary Bank." It will occupy 29 parking spaces at University Mall for a period of approximately one year. Criteria for Review of PUD's per Section 15.18 of the Land Development Regulations: 1) Our projected water and sewer flows for the increase in water and sewer needs is 50 Joy Drive South Burlington, VT 05403 Business (802) 658-5588 Fax (802) 658-3629 attached, along with the Water Department's comments and allocation, dated 11/07/07 (attached). The request for the wastewater allocation has been submitted to the City and is pending. 2) The site is relatively flat and alternations to the site grading and drainage have been kept to a minimum. Sediment and erosion controls will be installed and maintained, as noted on the Detail 'feet (D2). The site will also be covered under the applicable Vermont DEC permits. 3) The traffic analysis was submitted a sketch plan and is incorporated herein with an amendment to reflect the final building design. There are no changes proposed to the bank entrance drive, or the signalized intersection. The traffic pattern has been maintained with the exception of allowing for two-way traffic both entering and exiting from the primary parking lot located to the south of the building. 4) The project is a reconstruction of an existing bank and does not affect resource areas within the PUD. 5) The site is located in the C1 district; however, the building is located adjacent to Dorset Street, and adjacent to other zoning districts. Therefore, an effort was made to have the site design and building design be compatible with other buildings fronting Dorset Street in both materials and scale. 6) The project is a reconstruction of an existing bank and does not affect open space within the PUD. 7) The new building will have fire protection services supplied by a 12" water line, and there is a hydrant within 90 feet from the building. There is vehicle access completely around the building. The plans have been submitted to the Fire Department for Review. 8) The site is served by utility services. Services will be relocated as needed and as shown on the Final Plan (S3). The only work off of the site is the replacement of an existing storm drain. There are no proposed services connecting to adjacent properties. 9) The site is served by utility services. Services will be relocated as needed and as shown on the Final Plan (S3). The only work off of the site is the replacement of an existing storm drain. There are no proposed services that require city maintenance. 10) The project is consistent with the 2006 Compressive Plan for the C1 district. The PUD is a shopping center that serves that need for the community, with mixed uses, including the bank. The improvements to the site, the infrastructure and the bank building further the goals of the Plan. If you have any questions about the materials provided, please do not hesitate to contact me. Sincerely, Sheila McIntyre Environmental Planner Attached.• 6 copies of plans/1 reduced Preliminary Application and $511.00 fee Final Application $511.00 fee Plant Schedule and Installation Costs Key Qj,yt . Scientific Name Cost Ext. AM 4 Aronia melanocarpa 32.25 322.50 CC 3 Cercis canadensis 247.00 741.00 CE 3 Clethra anifolia 27.25 83.25 EF 3 Euonymus fortunei 21.75 65.25 FS 1 Fagus sylvatica 600.00 600.00 IG 2 Ilex glabra 32.35 64.70 JC 3 Juniperus chinesis 20.00 60.00 JP 15 Juniperus procubens nana 17.25 258.75 SB 6 Spirea x bumaldi 16.25 97.50 SM 6 Syringa meyeri `Paliban' 46.25 277.50 UA 3 Ulmus americana 840.00 2,520.00 Perennials Key Qty. Scientific Name Cost FXt. HE 50 Hemerocallis 2.29 114.50 VM 100 Vinca minor 1.30 130.00 Subtotal plant material 5,364.95 Tax 6% 321.89 ,Markup 1.3 6,974.43 - Replacement 4% 214.59 Trucking 12% 643.79 Labor 55 hrs. @ 25.00 1,375.00 Amendments 550.00 Stakes 21 @ 3.00 63.00 Bark mulch 15 yds. @ 41.00 615.00 Total Planting Cost $10,757.70 Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802)846-4106 south VERM0N7 Chittenden Bank Dorset Street November 29, 2007 1. Parking should be eliminated where wood stairs enter parking lot. 2. Work within Dorset Street will require a road opening permit from the City Public Works Department. -'1 0.0 0.0 0.1 0.2 0.2 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FULL CUT-OFF 0.0 0.1 0.2 0.4 0.5 0.6 0.7 0.5 0.9 0.3 0.3 0.2 0.2 0.2 0.2 0.3 0.9 0.4 0.6 0.7 0.5 0.4 0.1 0.0 0,0 AC 2 6 2 5 -M C=r t / 6. OTR6CT 0.0 0.1 0.9 rT.b- i-.i 2 1.0 0.7 0.6 0.6 0.6 0.6 0.6 0.7 0.7 0.9 0.9 Y.2 2.0 2.6 1. 0.7 0.2 0.0 .. �� .. 0.0 0.2 y 7��2:3 �'2:3 1.8 1.9 `., 1.5 1.� 1.6 1,8 1.7 1. � 1.9 .5 1.7 2.0 2yi rR.3 3.3 4.8 5.0 1. 0.5 0.1 j \ ( j 0.1 0.3 j 1 3 4.6 3.6 2.6 2.7 Q.2 0 2.6 1.9 i 1.6\1.7 2.2 3.2 2.9 •$!B 2.9 3.7 4.8 3.3 �1.0 0.2 0.1 0.4 1.7 5.5 9.1 3.1 3.3:' 31.1\ .6 3.0 5 P -3.8 11.61 7 / 1.7 12.2 '';.5.6 �.9 2.9. 3.0 2.7 2.7 2.3 %1).1 0.9 0.1 0.4 it 9i 4.6 3.9 3.1 3%.5 3 7 3.3 3.8 7 3 }''S 3.2 2.2 }$ �4 4 4.0 2 9 2.7 2.3 1.8 1/0.7 0.3 Q 0.3 0.3 1 3.3 3.5 3.2 <3.9� 9.3 9.3�\?.2 6. ti`� 2.9� 1.5 � 5 i. 0.9 0.5 0.2 ans R 1 L \\ l r% 0.1 0.3 t�i 2 9.1 4.0 3.2 3�6 6 2.8 3 4. '�t D7h 0.9 0.7 0.8 0.8 U,7 0.4 0.2 Lu 0.1 0.4 1.5 5.7 4.5 3.9 3.8 `, 3i4 .r 2�1 2 2 � 2. � 0.9 0.7 0.6 0.6 0.5 0.4 0.3 0.1 0.1 - 0.0 0.0 0� ♦ 0.0 CD 1 i 0.1 0 3 (1.4 - 5.5 q.q 3.4 3.8 3.1_. __2.1 2 0 1.--_.-=0..&---0-.9---�8--"-�0 -' 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0� 0.0 _. _.. of0.1 0.3 '1 1 :�� %".r3.3\'�:e 2 z 2. 1.e 1.� a` .2 0.6 b.3 'p FWC0615-D / FULL CUTOFFWALL AC e , K 0.1 0.3 1/0 3.3 .B.8 3.0 4KS2\` 4. '� \ q.9 2.8 2.1 1.} 0.7 0.3 0.2 0.0 0.0 0.0 • �1 2 _ 5.0 4.6 3.6 �I 3 5 0 •Lell� �7 � \` ` \ - / / 9.0 �'7-4 3.6 2. 7 1 .1 0. 5 0.3 0.0 0.0 0. 0 0.1 0 3 ` WALL 0.1 03 A. 1.4 5.5 4.9 3.7 4j3 5.. ;.5.2 2_6-__9� _1_3.,.0_=, -* :1.5 �"6�a'�9,2 8.9 5.6 4.1 2., 1.3 0-.6 0.3 0.0 0.0 0.0 0.1 0.2 1 0 �4.0 �4.2� 3.8 4.4 `-r9". -`54 8. 7.1 3.8 ,3..5 r9.2 7k9 8.2 �q 9�� 9 0 72.8 i 1.9 0;7 0.3 8.0 0.0 O.D \ \ r 0 0.0 0.1 0 5\_ 2.0 � 0 i 4.5 4.7 4 q 5'1 5 b 8.3 5.6 4.0 `i� 0 �2.9 .5 " 5.0 5.3 3.6 2.4 11.2 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.1 12.3 S.9 19.9 4.y 5.2 §.6 *7.7 8.7 .8 2.�f2.8 4.8 8.0 .�.9 4.8 2.6 i 1.1 0,5 0.2 0.1 0.1 0,0 0.0 0.0 0.0 0.0 0.1 0.2 0.7 2.0' 5.8 4.4 3.7 9 4 $ 5l2 4.3 2 1.6 1.3 1.6\6 4.95.3 3.7 y.7 0.8 0.3 0.2 0.1 0.0 0,0 0.0 0.0 0.0 i 0,0 0.0 0.1 0.5 ,i1.4 3.9 3.3 2.9 2.3 ''1.7 1.4 1.3 0.7 0.5 0.9 0.5 0.7 1.0 1.1 0.6 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.7, 1.8 1.8 1.6 1 5/ 0.9 0.6 0.9 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.0 0.0. 0.0 0.0 0.0 0.0 0.0 ADDITIOkL EQUIPMENT (7) PS4S22C1BZ 22 x 4 x. 125 SQUARE STEEL POLE (3) PGM-1 GROUND MOUNT POST (6) SBL-16 BACK LIGHT SHIELD POLE AND FIXTURE MEETS 120 MPH SUSTAINED WINDS RUUD LIGHTING °�:,, °�°' '. , .,g W °V iRm�e saRea9e - --rya NMe:9wz4 czathwoEr9 BANIc � i 800.298.7000 UM < ."ghtinO.com> 905.671.1991 CAN 7 0.750 C031 SOW FOOTCA:7„O83E,F U"T _ 7 :AC 28000 0.760 750W W�efm,w4r,wmm�:z nantMc easga a,a eavetl on PgeaP�a�a FOOTCANOLE8 CMCAM7EO ATOMDE USMO AffJW UTAENB 3 0. 400W PSMFI �bRuq Upro,p uaea in Wryur,cWnvgll, IUMr2i,o leaf Prwedurss -- i .nrllltie4 udY WEwebv coMtiom. ALeld' orole<t con Wien dttenw Irom A'u-.-._z-a..�-.-____-.____ N/F UNIVERSITY OF VERMONT I I I N/F I - _— HORIZON HEIGHTS N #360 GOLF SPEARGOLF ------'----------------------- --_-- _ CUPOLA COURSE INC. SOUTHBOUND — - — - — - — - — - — - — - — - — - — - — - - — - — - — - I-89 ND--,. --- NORTHBOU INTERSTATE 89 - - - _—_ STATE OF VERMONT N/F \ PURDY \ 17 EXISTING 35 �- - �- NOIS WALL t8 H. DISTRIC CLOADING_ TROMBLEY C2 18 7 „ \ LOADING t9 - \ AREA '-- .-.._ 1 2 R /SHER19 IDAN \\ \ / 19 /DRMYER 710�°EAG HANNAFORD'S �9 KOHL'S & rgNc. i91e(j UNIVERSITY MALL �N/F \� 1 r b U EXISTING MALL WALSH ' / `� \\ \ \ 201STORES / N/F ' ROBBINS (� 1 HOME p — n 19 79 JC PENNEY N/F ` \ GOODSYL �pTp & CHUNG 1 p lgn Zc \ pb 13 /'N/F \` \\ COUTURE 34N/F i 1 I 33 (JC19 JOPPENMERCURE i i 1 L 321 C21 n U20 u N/F \ \ SHEPARD 25 �® 17 N/F 1 1GT Lo AREA 39 39 37 36 3 39 37 8 33 32 20 20 SAUER tN?� \ 37 39 39 37 21121 20 3 A \ -- � po —. N/F \ SEARS 18 13 17 00� Tc"-' C C \ Ci6 MARCHESSAULT 1 ,10� \ AUTO t 1818 CENTE _ n 19� 6 c c c I N/F DATTITIUO `. % 1017 \I 17 ear h ♦ 10 1 N/F 7 — jI 6 N/F I 1 ' 1 14 JACOB �q I 8 TEMPORARY DESARNO I II ) 1 I► i r� 1( �I +� BANK TRAILER �- N/F ABJ INC. UNIVERSITY MALL - PROPOSED CHITTENDEN BANK INFORMATION REVISED 11/13/07 TOTAL AREA 2.254.666 SF - 51.76 Acres COVERAGE INFORMATION Buildings: 7D4,655 SF Existing +345 SF Proposed 705,000 SF Total Total Impervious: 1,686,681 SF Existing =74.8X +309 SF Proposed 1,686,990 SF Total Total Pervious: 567,985 SF Existing -25.2% -309 SF Proposed 567,676 SF Total =25.2% GROSS LEASE AREA 618.846 SF Existing 000 SF Proposed 622,846 SF New total O 20 BA 3 � 3 7 7 LOADIII G 5 AREA ` 4 � 5Oi SEARS STORE > 3 I �6 I MALL ENTRANCE (TYP) I I PARKING STRUCTURE I BON —TON EXIT ONLY 1 LOADING I AREA 1 I } I 6 ! I 8 8 8 8 T.... T-B 8 8 9 9 I Ep 1 _--� DORSET STREET -- --_-- N/F- _7 II� i T - 1 N/F 1 RW IROBERGEI '�� I N/F II I IMCKENNAI ASSOC. BOUTI WOODI ORSET SQUARE ASSOC. I I I � II o 1 1 N/F SOUTH SURUNGTON] ////////// IV N/F M REALCORP-SOUTH REALTY CORP.N/F REALTY COR RW REALTY ASSOC. LOT COVERAGE IN 30' SETBACK ALONG DORSET STREET Buildings: 1,004 SF Existing/Proposed = 1.8% PARKING Impervious: 16,745 SF Existing Total spaces = 3,155 Spaces =498 SF Proposed 16,247 SF New Total = 29.5% Handicap spaces: 43 on site, 8 in parking structure = total of 51 Pervious: 37,292 SF Existing Breakdown of 3.155 Spaces: + 498 SF Proposed 983 in Parking Structure 37,790 SF New Total = 68.7% 2,172 on site TOTAL: 55.041 SF = 100% --- T--T I N I AMI BURUNGTON INC. I BARNES & 1 NOBLE BANK LOT COVERAGE IN I.H.O. DISTRICT ALONG 1-89: BUILDINGS: 33.937 SF = 8.8% PAVEMENT: 144,705 SF = 37.7% GREENSPACE: 205,268 SF = 53.5% TOTAL: 383,910 SF = 100% FUTURE ACCESS APPROVED BY CITY BUT NOT CONSTRUC N/F LARKIN, TARRANT & HOEHL N/F I N/F TEKRAM PARTNERS I GREER RECEIIVED City of SO. Bu.fift-A_ 00s5r0`= rr�Q� �vl vv OWNER OF RECORD: UNIVERSITY MALL, LLC VOL 778, PG. 63 C/O FINARD PROPERTIES, LLC 155 DORSET STREET SOUTH BURLINGTON, VT 05403 3vR;cr 9A7E DAT, NPN FFY.Q I I I ED OVERALL PLAN 11/13/07 GRAPHIC SCALE DFH ORANfNC NO 5RA CHITTENDEN BANK S1 NPN SUMMIT ENGINEERING, INC UNIVERSITY MALL p ygpq Enpne.,s. sen.ron . v/ervwn • L.n — Arceeecre 'RQ,/ECT NQ. ( IN FTICT SM 50 Joy Drive 155 DORSET STREET S( 1 inch - Luau .aa[£ South Burlington, VT 05403 SOUTH BURLlNGTON, VERMONT 7723,0( f EM4.w6- SVIAGY/ 1�=1DD' Bua. (802) 650-5588 Fax (802) 656-3629 Po-f ----?ZQt------------------- I I-------W_ I ------------------------ 1 ap .. iheee -•- -.,..: � �� (MrvFM.Ssw) ^— xpmhds swn Enctaw,. " wnt> nr sw,3 "•waar nz nwm l I 0 I I nl a Pavetl Parkln9 f —❑ rIP wI theWae Pe.[ YM O I N i Existing neoe�r Chittenden Bonk r j I I 3,310 sf Building ffe 315.0" 11• 1 �d I I © I I 0 \ Em,nnl / / / .{/ t\ \ 'e" Fewns;1 xtA.1a fx'N' Fwm.�rr rx'K Em«nnt r nm.Iar,rw // �h/"d_ \ .A.jLY„fs / I D 0R5ET STREET / I r P4C �---- ---- ----r------------------------------------------ SITE AND GRADING PLAN Legend - - Propedy Line 0 Light Pole -- - - - Eo—enf Lin, 'b H,di t �- Lease Lk. ® Catch Bcaar -----SS----- So 110 y S.- Line ® Manhcla -----W----- Water LA,. ® W,W Valve -----sr----- st— serve une °a cos umK C Caa Lin, a- Agn U/E/r Lh dmgrw Mitlee ❑E Transiame> 0* relaphone/ca rV Be. ----------------Ss GRAPHIC SCALE ( IN Fern ) I Soars - 20 fL fXE NANE.' SaFhW Pov LWw LANDSCAPING PLAN SM aNPN Mew SM i =20' NovVED OV 1 4 C/ ?po, !y Of BUrI/n W017 50 Joy Drive South Burlington, VT 05403 Sus (802) 658-5588 FAe (802) 658-3629 OA7F EXISTING CONDITIONS 1I/13/07 O9AB9NC N12 CHITTENDEN BANK S2 UNIVERSITY MALL PROV_CT NO. SOUTH BUR NGTON, VERMONT © 7723.OE No Text Paved Drl.. M I j /// I /I/ w----------------------------.----_---yy_-__ Z2L-_---_-__ __---_LI � i I _ ---�...-stn.m .wnh 1. (umgad s..e.) 3 ,Eg -- �- y) a n Rk-31182 I .mJ/0.68 (8' PIC) Rim=J1397 lnv=30917 (12' a MYv'J0132 (12' PE)ABANDa1 CAP 1 l -"..72 (Bottom uanhde) My mJ North) 17v / Bash w/teW a ,lien i -'' I ' I Cath M-11128 - 1-309.e8 (12' Narthl /nv..J09.43 Eoat) TS6 ___'8 $}j�,,a 17< W/ 1S PE ��2 J75 (12' _� PEPLA� Ream - RIWTS28 1 mv..aoe.g t(is m) CONaiEIE T6. I INIVI .e (t6' t 6) I In I Hv %4 .. rA.s WER I^ I e T� Ib (• I !n f '. Ppaved arkhg "i PROPOSED 'Ib8 — ' ! ' O I je CHITTENDEN BANK;15 I 3655sf BUILDING w% FFE 315.5 STAIRS I I I q I I " I I \ I 311A 311 o c tah m.-ilGf i5 I v. ®JIJ (12` Bbal) \\OIIR ------ w "I v. sJiQ It (10' Eaat) r6.s a11.6 RBeLAIE w/WW m my aos� 0 (tr RQ T. (te' out _ 31 - - / ` 1 Tko Tadtrv-ao7.a ru �I i uR�i K tue METER -' .\�•Q a aRle m�tlaW�ct�E099W .,. ,4 f5'.e'E®.malt. IS'a.'Fawnwf / f ewniff e I � e\ TO FAMM C.Ich Basin". S.-M Rkn+31387 I V�ff- Le ;z N 0-hood / �/ / nv.�306.8i (IO' CNP ln) Sol Structure -_-- _--�6-- G / I / i as AIN WNW D O R S E T STREET�aIN 1_ --_�_________________�_ ___-_-_ --g_q$ SITE AND GRADING PLAN Lama Property Line 0 Light Pao - - - - Eae -t Lk 'b Hl*-t - L- LMe ® cat h Bash ----'---- San/loy Sawn Line ® manhole Itbter Lh,. a wets, V.I. -----ST-�--- Storm Sewn LMe ®. Co. tw. _g G. LMe b Sign U/E/F Undtxw.°°d UfNtlea O T .l r TWephme/CAW Sax Paved Ddw Plant Schedule: Trees and Shntbe w Q L Sc;enti8n No,, -Ahig' Common Nome 5/2t AM CC 4 3 A-k-lanocerpa Ceroie conadens/s Block Choketberry Eoetarn Redbud 10 gd. 2-2.5cal CE EF FS IG 3 J I 2 a.thro .nif d. 'compact.' E. 'r.a fortune/ Fogue sylrot/ca Ns.rsii' /lex compact.' Compact White Summersweet 3 got,, Emerald IN Gold Eu.nymus 3 gal. Ri- Purple Beech ad. Compact Inkb 5 go/. p L' C JC .P SB 3 15 6 plabro Jun eras chinens/a 'sorgenti "us' .etn erua procubens nano Spfrsa b-lai y Green Sargent .Nnlper Dwarf Jop. Garden Juniper 'Lkne Mound' Spk- 2 gd. 2 got. 3 �/0 ■Y/� 'r I, Sw 3 x Sytz. l.y d),oaw Am reckon 4 LRrty Elm gd. ':7 ��O• '/ L / �O®o Perennials }� S Y. K. Q(y. Scfenti0c N.me Common Name Sat O' HE 50 Hemerocallla Assorted Day487ea 35" pot Y At100 Whoa mMor Perlwlnkle 225" cell y GRAPHIC SCALE IN FRET ) I och - 26 n f'NE"NA.AO MAW SM A�F NPN BUMMiT sNO1NslRINOe INC gprm En9Mwre • Surwywe • Plow,.. • Len -. -tecte SM 50 Joy Drive AtE' South BuffingtoV540 Buffington, VT 03 1 wt20� B... (802) 650-5588 Fox (802) 658-3629 OA IT FINAL PLAN 11/13/07 O4AM140 NO CHITTENDEN BANK S3 UNIVERSITY MALL DORSET STREET PRaCC7 77Z3.Of NO `. SOUTH BUURLINGTON, VERMONT © 1. All sews, pipe shall be PVC SOR M gravity sewer ppe manufactured In coni once with ASTM 0 JOJ4 (4' to. 16) and install" in cm/ Lance with ASIM recommended practice D2J2r JnMt, Rft/ngs, and dine -vies than else conform to the opprtpNate sped6catiws for PVC ppe wins, 2 Mwtap sewer ppe Incan/ once With Me a glu-irtg plans and spoeVioati ns, and anufectaer's recanmandal/an& PVC gravity eswa pipe shall be famished in Me langest nanind length, amNeNe fmT the mmrufacturr. The �b1nt&,g procedure shill conform with the manufectuwe recommendations as outlined Gaskets used On rbhMg PVC sewn pipe shall cant to the r&WImment, of ASTM F477. 3. Ppe sholl be laid occurofely to the and grad& Bedding in earth shelf be a hk-m of 6" below the -lade of Me ppe bane. Bedding Md! emend up I. Me spring /in& Materiel around and to a hoot of i' &bow the ppe Ma/ be sand baakaled. Bedding and ,and -shion shall be compacted by mechmko tamping M I Mat IIRs. 4. Pp, Melt be ia/d with the spigot ends Painting M Me direction of flo. and an a dry bedding. Cdnp/eted ppalMes she/ be ha lawn ofhet, ar deviation. f IMe and grant. when evankrd with lights ormkrw& webM leak& broken pipes etc, shad be 'spoked. Pipe MM De pugged with a wets, tight Pug at night a ebem weak it -I--Sewae Mop not be used to y groudwar hwn Me trwM. fie Contractor Mel dean all sag deposits and other debris hose sewer at the comp, of the work. 5. A t- or wys branch Mall be provided for each nee or eW ft g arvic., together with 4 MM SIR 35 PVC An, w(ikfont to connect to Me b0dng sse d Cannwtkshm n. d/ - made by the Canhacrr. Ali aeopta; cou/khg and n y cannwtm Mad be provided to mire sefis/ ty cad' leak -proof oannadfanx 6. Any service cannatiane Moll be 4 inch SDR J5 PVC and Mall be cona"Oed in d I.-tkn to be det-Odsl by the En9Mee, The service connection shol) be 6' below exialhg grade unless oMe,whe. Mdicat d on the plans or - erected by the agh,_ The end shall be located by two Mlasecting tic, by the Engineer before being backtgied and shell- marked with a 2' by 4' board cooled with proeerwt/w extending ham Me col -ifee in rt to 6' beta e,bt*W grdR and with, meta/ tape - a mefd mwker -/fable for detwt/on WM a metd defects. 7. Yeah - shelf be constmeted of Me /d etkn; to the elswtion. and In accrdonc, with notes and defog. Mown - the drawings as well are the standard detods A. Pm -met bases, shol/ be Placed m a B" la)w of compacted bedding mofrial. The e-Ow shall be property deeatared whits placing boddkg material and setting Me base or p-rkg cananfe. Water 'taps shag be uesd at the horn toll Joint of pmnd-M-place monhdex B. Inlet and -list stub. Mal be conneefte and sled /n omoreance with the mufocturer's rsedv i ndsd procedure and shown an the fypfca/ sect/an& a cowl M tegrolly wish he pound bass. C Bernal actlans and can- of the apprapr/ate dombhotkW of height. Mal then be placed, ushg mmufecfunrs recommmdd Procedures, &V sealing the hat td Gbint, and are shown - Me typkol seclhwnx D. A leakage feel shag be mode - al eanlf y monhda prior to WBdIng manhole /overt. E. fie hams, and cover shag be placed w Me top to protnt-ck/entol entry of Mn-MarMsef persons, chpden, aninrol. etc, untR Me Contractor Is redy to mWe ora adj'etmmt to grade. F. Manholes Mil be backN/ed evrly in Mayen with sultable booklBl matrtol and crnpmid to ochisw 95N maximum density. G Can nwt! a to existhg manhas. shell be mad. se as not to doma9e the structure. The;-k,,s Mal b. m-hwe f full send watrUght after the new, ppe I. Metald. M. hwrt. shad be mdifeff as directed to mmmmddf. low ham the new pp - INSPECTION AND TESTING SANITARY SEWERS A Before, oceytance of the canplefd esera, the ppes IN be Inspected by Mhhg light between the mmhde. and any -perfection -ch wrack. dl,p/ocod joint; obfecf/onoble Va/otkn, ham line or graft r leak, shell be repaipq to the se,ths, of the Engineer. B. The Contractor shell awtom and the awra sed/ pass a low preuun ark test wltneesd by the Engineer pear to acceptance of Me tureens. C Me to, preswre ok rest shod/ M prtrmd as, "am t All ends of /dire stub, shop be-/tobry capped to wM twd the Intend ora.x-Ims. Con Connected eswr has be parvke. (srrbfing) shell beeerai plugged at the f..f Hs with pre monk plugs. 2. After a mama, to mantel, section of ike has been bdckWled and eland, It shall be pluggd at each, -ho" with pneumotk plug. The design of (be pneumatic plugs Mop Is -ch that Me, wit had agahat the /he test pns-i. elthatt raqukkg ext"nd docking or bracing. One of the plugs shd/ hero three hoes connection.. AA b Mlat/an of the lNp/e Conn-ft. lira shd/ Degt ise/ be hoes -mil nett Moiety,centralpp N to pn-maUc pug Ohs, has. Mae be used far Mpaflm of Me pup. The seemd hose Mal be used fa can tlnu-ey'coding fin oh preseen in Me .sad /h. The fhbe has. Mal be used far kfmWcing low preteens, ark Onto the esdd Ilse. J. There shall be a 3-1/2' or /rgr diameter, O-JO yelp gangs mounted - Me control panel for reading of the Internal Pressure M Me line being tested. Cdthratfons from the 0-10 pel9 range shd/ be J, t.nM, of p-nde and Me 0-10 psig port/an shd/ sew 90W of the cahnpl.dial range. 4. to. prea.un ark Map be kb dread Onto Me weal IMe -I# Me hfema air preeeun reaches 4 PAT groat" Nan Me ovemgs back prawn of any qr-ne-ter that may be ewer the pipe At Twat hero (2) mMutu Mal be allowed for the ak pressure to stabit After the stabl roMen period, the Mkd hoe Moll be qukkly dMconnectd horn the -Mal pants. 5. The portle, of the line being tested shd/ be mcsptd if Me portion under test des riot ides, ark at a rate weatr per a0O7 clan psquore fat of m hteal pip. -rfece when lard at - .-We P'_nw of 10 p.lg 0-fe, Man my bock " mm exertd by groundnete, Mat may be otr the pipe of the tine of the feat. S. the above mquk,mant shin be aceompllMd by prMrn i g the test m fied- Tire fMro requkd k minutes fw Me pre'sun to decrease, ham SS to 2.5 peig (glwtr Nan Ms a- dI pnxure of any pro-owatew that may be IW M: ppe). Mop not be lose than the tine Mow Mar Me p/van ewneNrt in the fd/ow", tabh PIPE DIA, IN IN A(hWLIi;$ 4 20 6 30 B 4.0 7. An air pes-n cwr U- /a 'puked Men the pnwpkg ground water I. abut the uwr line berg testd. Under Mix canditgm, Me air feet preeere moat be kaweed .4M per/ for soon Mot the ground rater Mewl is abut Me Mtrt of the pMar The Contractor le ra.poeeble for dot-InMg the revel of gr-ndwatr B it the hstopattan taps to mat Mix requkinnwt Me Contractor Map d.t-k,. of his ow apwa the a . oI Asdkags. Ne Moll repot or np/dce aN d.1 tit mofr/da and/r wain 1P 9. Tight, bok-proof sewre are of the -as of this -0oct. I wU,,q sholl be corrbd oaf as awes .n constmctd. T flag Mop be coducted manna. to .-hole, SANTARY MANHOLES A. Lockage leers Inch be pert red by the Contactor and observed by the Engineer an wch manhole. fie feet Mel be an awntnthm, kMtrotiorr, test a vacuum test dw rbsorbd below. B. After the manhole has been aesembld M place. ol/ Ilffing be. shot be Bpd -d paintd wIth an opprotd nanMrhkkg mrter as we'd w thou otrkr joints w/M!n 6 feat of the grd a d surtom. The test Meg be mods, prior to placing the shelf and h 1. If Me 9-ndwater table has bear, allowed to rise abet MB bottom of the manhole, it she/ be lowered for the Wratlm of the teat. All pees and other opening. into He manhde Moll be soltobly plugged and plugs braced' to prevent bkw-t. EXFILMABQN TEST A. The manhde shall be 611ed with water to the top of the sere section. If Me exc.ttlm has not been back Ned and observotim indlcates W rib/e leakage, that is n wotr viably moving down Me surf of Me mmhol. Men, the manhole may be -.AdOad to be setiehdlagy, water -tight. B. If the test w described abut It, wrwotisbctary w determined by the Engineer or if the mmhde ax U- has been b.,*MI.4 the test Mail be canti-ed A period of time (4 hours) may be permitted If the Contractor wrehes, to allow for absorption . At the and of this park( the manhole shag be mmW to the top of Me I- and Me measrhg time of at least 8 hours begun. At the and of the test pork, the manhole shall be refined to Me fop of Me con;' meveMrk,g Me w/ume ll water added- This amount Mail be ientroposoted to a 24-hour rate and Me eakage dstwnn e - Me bash a dp h. The leakage far each -has shall rat exceed I gal/en per v )IW foot fe, 0 24 hour period. If Me tat We this rpuke davit but the leakage does not exceed 3 galena per vertkd feet per day; repaks by approved methods may be made are directed by the Engine' to bring the Make" Wink the allowable rota of 1 gotten per f t per dap Leakage due to a defectfw secfkm of pint or -deeding per Vr ding the J 1.0- tioal per pday, shall be cause Mar Me rerbct/on of M. manhol& It shall be the Canfracto/e re,pansbRify fd wmwr Me rmwMoMe as necessary and to dfmsese bl; recde-t or replace H a directed by Its Ebgher. fie mamma shag Man ae rotated, the Erq- may redvit, Met - approw4 ndrfoxk dye ant added to Me wets, for testing purposes C. fie exflitmMon tat may be conducted either before or after be,snOWIng around the melhola However, If Me Coatmcfr elects to b- Rll prior to tinting. /t Mal be at his awn Hsi and if shelf be incumbent upan Me Canfroct r to determine the reoswr f any feBun of Me dI test. No ustmsOnrance t the leakage allo well be made far mina- causes -ch - Making plug; aberption, ate.. I., it w9/ be, oaeumed Me( ell lees of water Wring Me feet !s a resit of leaks through the Joints or Mnugh the conoret& Furthem- the Contractor shd/ take any steps necessy to aesure the Engineer that the water table fe below the bottrn of the mmhole Mroughwt the Net INFILTRATION TEST If Me groundwater table Is, Ibow Me highest ,bhrt On the manhas, and N then /e no leakage Onto the manhd, as determined by the Engineer, sch o feet cmr are used fa evalwte Me Water-tighlrese of Me manhole. However, if the Engineer it not wot/sfrod, the Contrcatr shelf lover Me water table and carry -t Me Last as dwarfed P-4-sly. VACUUM TEST A. Contractor Mail plot, Me ppe apedjhgs and pace the va-um testing apparatus 7�e manhas udi,q o 60 inch'% torque to tighten the -fond domes the compression band Mal then be krnatd to steel the wcuum base fie vacuum Pump Mall be dannwtd to the -fiat part of the base with the Eft open. A va-um of 10' of Hg. Meg be drown. He va/w Mal then be closed B. The test shag pas, if Me va-um ramahs at 10" Hit. or drape to 9" Hg. On time greater Man two minute. If Me manhole hW. the initial tat, the Gant-te, Mai i-te the IeM and mate the proper repots, Leaks may be M*d with I wet &fumy of sick setting matwW - dad,., by Me Engieer. C Me vdouum test Mal not be an ameptade method for manhole. backblld with nongra-lr sestina. WATER LINE INSTAlLA1NAV AND TESTING I. BEFORE CONSTRUCTION OF ANY UTIUTES OR IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE SOUTII BURLINGTON WATER DEPARTMENT IN WRITING OF THER INTENT TO PROCEED AND SHALL ARRANGE FOR A MEEBNC WIN IHE DEPT.., ME ENONEM AND TINE CONTRACTOR TO DISCUSS THE PRO.ECT. 2 ALL WATER MAINS FITTINGS, APPURTENANCES AND OTHER MATERIALS AND CONSIRUCON SHALL CONFORM TO ALL APPLICABLE AWWA STATE AND TOWN CODES STANDARD$ AND REGULATIONS W CASE OF CONFLICT BETWEEN THESE CONSTRUCTION DETAILS AND SPECIflCA BONS AND A CODE OR REGULA DW, THE DECISION OF THE WRMONr DEFT CH HEALTH OR THE SOUTH BURLINGTON WATER DEPARTMENT SHALL BE BINDING ALL WATER LICE AND REEAIED WpRK M W nPSWUMYED W ACYXRDMCE WTH 17E �ti, Sine' YN 7ER DETALS FOR m INS, J CONNECTION TO AN EXISTING WATER MAIN SHALL BE DONE BY OR UNDER THE SUPERWSION OF, AND WBI THE APPROVAL W ME SOUTH BURLINGTON WATER DEPARTMENT. IT /S THE CONTRACTORS RESPONS/BILIrY TO SECURE ALL NECESSARY PERMITS AND PERMISSION 70 MAKE THE CONNECTION AND TO COORDINATE ALL PARTIES INVOLVED IN THE PROCESS THE SOUTH BURUNGTON PUBLIC WORKS DEPARTMENT AND ENGINEER SHALL BE NOTIFIED AT LEAST FORTY-EIGHT (48) HOURS /N ADVANCE Or THE INTENDED CQVNECON TIME. 4. ALL WA IER MAINS SNAIL HAW AT LEAST A TEN (10) FOOT SEPARATION HORIZONTALLY FROM SANITARY SEWERS 5. ALL PUBLIC AND PRIVATE WATER MAINS' I) 4' OR GREATER SHALL BE DUCTILE IRON, MINIMUM CLASS 52. DOUBLE CEMENT VANED, MECHANICAL OR PUSH ON JDINT PIPE. 2) LESS THAN 4' IN DIAMETER SHALL BE TYPE K COPPER. 6. ALL WATER LANE nTDNGS SHALL BE DUCTILE IRON, (AWWA C-110) CEMENT -LINED. WATER LINES LESS THAN 4" IN DIAMETER FITDNGS (OTHER MAN VAL W$), SHALL BE BRASS. 7 ALL BWNED GATE VALVES SHALL CONFORM TO AWWA C-500 OR C-509 AND BE 150 LB. IRON BODY, BRONZE MOUNTED RESIMENr WEDGE TYPE ALL CATE VALVES SHALL HAW AOA/STABLE ORION VALVE BOXES EXTENDING TO THE FINISHED GRADE (SEE TYPICAL DETAILS). B ALL WATER LINES AND APPURTENANCES SHALL BE PRESSURE AND LEAK 1ESIM BEFORE BEING PLACED INTO SERVICE, ACCORDING TO AWWA STANDARD C-651. THE TEST PRESSURE $HALL BE 200 PS (./- 5PS), M£AS'(IRED AT ON NEAR THE HIGH POINT IN ME POR17M OF THE SYSTEM BEING TESTED, AND THE TEST SHALL BE RUN FOR TWO (2) HOURS ME MUNICIPAL WATER DEPARTMENT AND ME ENGINEER SHALL BE GIVEN AT LEAST FORTY-EIGHT (48) HOURS NOTICE BEFORE THE TESTIS To BE CONDUCTED, AND THE MUNICIPAL WATER DEPARTMENT PERSONNEL SHALL W M ESS THE TEST. ALLOWABLE LEAKAGE SHALL BE COMPUTED BY ONE OF THE FOLLOWNG FORMULAS THE CHOICE TO BE MADE BY THE MUNICIPAL WATER DEPARTMENT, 1) L - (SxDYJT)/13J20O KWRE; I. - NUMBER OF GALS ALLOWED LEAKAGE PER HOUR, S - LENGTH OF PIPE TESTED AN FEET, 0 - INCHES OF PPE DIAMETER, P a AVERAGE TEST PRESSURE P9 GAUGE). 2) 0 (NrOx /J700 WIfRE, 0 - NUMBER CH GALS ALLOWED LEAKAGE IN TWO (2) HOURS N - NUMBER OF JDINTS D e INCHES OF PIPE DIAMETER, P - TEST PRESSURE (PS). THE PERSON(S) CYNNOUCDNG THE TEST(S) SHALL, IN WRITING, CERTIFY THE RESULTS TO DE MUNICIPAL WATER DEPARTMENT 9. ALL WA IER LINES SHALL EVE DISINNEC7W /N ACCORDANCE WIN AWWA C-601, OR AS DIRECTED BY ME SOUTH BURUNGTON WATER DEPAR7MENT BEFORE BEING pUT INTO SERVICE. THE CWTRACTOR SHALL INSTALL A 1" DIAMETER TAP ON THE WATER MAIN FOR CHLORINE IN.ECTON, THE TAP SHALL BE LOCATED AS DIRECTED BY THE SOUTH BURUNGTON WATER DEPARTMENT. DISINFECTION SHALL BE ACCOMPUSNED BY INTRODUCING A CINCEN7RA77ON OF 50 PARTS PER MILLION (PPM) OF AVAILABLE CHLORINE W70 A RECENTLY FLUSHED MAIN. THE DISINFECTING SOLUTION. AFTER REMAINING IN ME WATER MAIN FOR 24 HOURS SHALL HAW A CONCENTRA RON Or A LEAST 25 PPM W CHLORINE THE PERSW(S) RESpWSMBLE FOR DISNFECTION SHALL REPORT in WRITING. TD THE SOUTH amiNGTON WATER DEPARTMENT AND WRAfWT DEvi. OF HEALTH, MAT THIS D)S/NFECBON PROCEDURE WAS FOLLOWED AND THE REQUIRED MIN/MUM RESM IS WERE OBTAINED. ACTUAL SAMPLNG SHALL BE PERFORMED BY THE SOUTH BURLINGTON WATER DEPARTMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAMPLING AND ANALYSIS COSTS ra ALL DOMESTIC SERVICES AND FIRE SPRINKLER SYSTEMS THAT ARE CONNECTED TO THE PUBLIC WATER SYSTEM SHALL BE PROTECTED WITH A BACKFLOW PREVENTION ASSEMBLY. AND AN APPROPRIATE THERMAL EXPANSION SYSTEM W COMPLIANCE WM THE DMISMIY FOR THE CO 11. OUC17LE IRON WATER PIPE SHALL HAW NO LESS MAN TWO (2) BRASS WEDGES INSTALLED A EACH JCYNT. BURY DEPTH SHALL BE TX FEET (6') TV D4E TOP Or ME PIPE. DO WA MR PIPE SHALL BE CUSS 52, CEMENT LINED. SOL CORROSIVENESS TESTING IS REQUIRED OR BEE PIPE SHALL BE POLY WRAPPED. 2" SQUARE NFENCH NUT - -• lF IfI. IS GsfA ER MAN S' A VALVE STEM RISER SHALL m PROVIDED SUCH MAT THE UAXl" DEPTH OF ME VALVE NUT DOES NOT EXCEED 6' TAPPNG SLEEW A' GA VAL W MECHANICAL J(XNT, OINi"O&I/NG TO A- /A-C." FOR REStAENT SEALED GA. VAL W SADDLE SHALL PROVIOFD FOR CINNECRONS PVC PIPE L4W POLWMYUM NOIES TAPPAVG SLEEVE SHALL BE OF BIE SPLIT SEEK DESIGN CONSIRUC/ED WIN BID SAID WA IER HALF -SLEEVES BOLTED TOGETHER. SEERS SHALL BE OOVSIRUC/ED Or STAINLESS STEEL. SMALL. RAW A WORIONG PRESSURE ty AT LEAST OF ISO PSL. AND SHALL NAVE fMEG AN/CAL JUN'T ENDS WIM EMD AND SOE GASKET SEALS SLEEVES SHALL BE PONERSEAL MODEL J49OMJ STA N ES5' SIM TAP SUEEW WM MECHANICAL JONr QUILEE OR APPROVED EQUAL SLEEVES SMALL BE PROW WIN A J/4" NPr TEST PLUG ALL BOLTS AND NUTS FOR MECHANICAL "M AND rAPPING BEEVES SHALL GGWQW ID ANS/AWVA. 011/A21.If MO BE CLEAN AND COA IED WTH A. RUST-RESSTANT LUBRICANT WTH nMpR StWACES FREE OF DB.ECIXWA&£' PRO/RUSOIS ALL BOLTS AND WIS AFTER BQMIDVWG SHALL w BRASH CW TED WIN en"N'SQ: GYXD-APPDED MAIMAL, MECHANCM. AI iT RESJRAIN75 WIN MST OF NUM SHALL BE £64A OR SOMA, OR APPROVED EQUAL TAPPNC VALVES SHALL HAVE A MONNIUM W09:MNC PRESSURE OF ISO set ME IN ET FLANGES SHALL 8E GLASS 125 COOTORsigh To ANSI Bi&1 CF ANS/AIW'A CII0/A21.10 AND WRET CweECi1PN SHALL 8E STANDARQgD MECHANICAL AMiT. TAPPING SLEEVE AND VALVES ON OW TRANSISSW MAINS ARE To MEET THE CHAMPLAIN WATER DISTRICT 'STANDARD SPEOMATIW MR TAPPING SLEEVES AND TAPPNO VAL YES" DATED NOVEMBER 1992. ALL OTER TAPPING BEEVES AND VALVES ARE TO MEET APPROPRIATE DISTOWUPON SYSTEM SPEGLBCABOWS WET rAPS SHALL BE PERFORMED BY PRE -APPROVED FRM5 ONLY. ALL HTigWS THAT ARE TO HAW CNCREIE POURED AROUND BI£N ARE 10 WRAPPED WIN 4 MIL PoEwmiu/E PRKOR To CONCRETE PLA DOENT. WHEN TAPPING CWD TRANSMISSRN MAW THE INDICATED OWHERShP DESIGNATION SHALL APPLY. V y e: ° _+ A I 1'I I -A 11 OVIi 1 :L '11-1f=11- Pluc 2. - - 11II rssy II Tli j i�i� • III i' IL t 4 I�II'CI r��II 'I YOpOWes �� �.I ©®�e� 9RJ �mem_To m i �0000© ®00000 f NPU lVWST BLQWS No S PROMMD A T ALL WATER LCA TEES C NGO SO No 43' BENDS REDUCER; AND END GAS ALL CONCRETE SMALL BE T500 PS NN. B HEAR SURFACE BASED W IBM L WYr/NC PRESSURE AND SOq. BEARING CAPACITY O fOpD LBS/SQFT 2=910 NZAM TYBICAW !OS WATSS IMM N.T.S. B �] WRIER Se- JWNT STORM I fpNE DEFLECTION SEWER ALTERNATE SECTION WRIER LINE IYORM WATER SEWER ME B' NW. ��rryQ�k//.r�I,��E��T�I p� ♦ICI STORM OdECnoAJ J.J,L�l7W 1� SEWER SHALL W ARRANGED AS SHOWN SO MAT ME STCRM SEVER "M ARE AS FAR AS POSSIBLE AND EQNOSTMT fROM THE PONT Or WIBP.SECnON. Ppl:,Z PPE HTBNG I[SIIMINTS AND atocismia AS NECESSMY. WA29we OSu aaossnra TYPICAL N.TS 12 PRIOR TO ANY BUWWG CONSTRUCTION, THE BOLDING CONTRACTOR MUST CONTACT THE WATER DEPARTMENT TO DISCUSS CITY REQUIREMENTS FOR METER SZING, METER SETBNGS AND BACXFLOW PREVENTION. 13.. THE WATER DEPARTMENT SHALL BE NOTIFIED IN ADVANCE 70 INSPECT ALL MECHANICAL JDINT RTDNCS MAIN LINE TAPS APPURTENANCES THRUST BLOLKS WATER LINE CROSSINGS AND IES71NG PRIOR TO OCCURRENCE OR BAC RUING 14, UPON COMPLETION Or THE CGNSIRUCDON PRECACT, THE CONTRACTOR SHALL SUPPLY RECORD DRAWNGS' 7O ME APPROPNATE CND SUPERVISOR IN IE FORM OF ONE (i) HARD COPY AND ONE (1) ELECIROM COPY ONAUTOCAD VERSION 200T FORMAT (DNG) OR NEWER ALL REC DRAWINGS ARE TO INCLUDE VALVE TIES AND MANUFACTURER MAKE AND CASTING DATE FOR ALL GATE VALVES LOCA17ON DES FOR ALL CURB STOPS AND WATER SHUT OFFS SHALL ALSO BE PROVIDED M THE RECORD DRAWNGS. MAILER 1-150Ce SIZED TO FIT DAMERR Or SERVICE. r� TAP FOR 5'ERWE 9IQ/!D BEAT ME J OR 9 O'lYOQ( POMINNS SUITABLE BACK CDAIPACRD To 9SK ENDIFWD PROCTOR G D I MAK� a'-T' E0 �RW OF WACAS 0'-I/4' M� PAVEMENT tTPENwc HLNTEREO AS FEg111R59 Cf or, EEINSERT Bow y 6' 35' z6• +B' Dig.. PRECAST CLYMREIE RISER ID BE NSTAILED AS WALL NECESSARY To ATTAIN P/1QP0R HEkY/T AD,MSTMENT AS PER T ro BE 6' ABOVE lN6HE5'i EIEVAMNS W SITE PUN PIPE EMSTNG NOON BASIN WEEN AREAS /NET �VRW: 6' MOUND rVE EXISTING aRDIUND BURET SUITABLE BACKNLL �-COMPACTED To BSW MLpFlED PROCTLR. BgIFt C.S. FRAME OPA It; AND COVER TOBE ROMIED ARD RISERS -2" X It'RIGID SYRUCILRAL POLYSTRENE -no, ABDED TO EsesTIIG ," BASIN TB ADMST EXISIMIG GIOH BASIN To NEW GRADE WIER£ Modow.M DEP/NS CAN Nor BE MAWTAsev TYPICAL CATCB 8A9III N. T.S. CLASS ff (SAND) BEDDING B' BLANKET FOR SNVRRN AND WAXER PIPES. m-W iC BE BEDDED ', 21' f PIPE LVA I. SEWERJ/4' SNIIE b.AdVr4dN MON, 4' COVER FOR ALL STORYf PPE M PAVED AREAS GLASS Of MAMM' 11010) SHALL COMPLY WIN ME FOLOWNG ORADADW REQUIREMENTS Ls,- MEWX PERCENr PASSLNG Na 4 1. NO, 100 O_ No. 2W o-12 T1111=CS TYPICAL NTS 48" LD. MANHOLE - CAMP - PRECAST CONCRETE PRDDuc/S OR EQUAL CUSS B CONCRET W RED HAROE7NED BRICK FOR INVERT OR SHELF SELECT (TYP.) RUBBER CASKET FOR WATERTIGHT MANHOLE CONSTRUCnW (TYP. AU PIPES) D/2 MAX. T PVC SEWER ..t GASKET INSTALLA71ON I. Coro 12• opening In manhde well. 2. Place PSX g.e,Fet into hate with holes On p- is- at the sir .,d..k Poelfkn. 3. Inso-t sf.ds, of hys aok tool Mta hobw of pone, WATERTIGHT XJNT USING DOUBLE w- and pump hymau/k unit VIN gasket sto)a BEAD OF MIASBC (fin EQUAL) Positkmd In hale with-f PWetanc& ELASTOMER/C SEALANT (TVP.) 4. Goakaf moat be dignd ,goon M tins lade. 12' COMPACTED .: .. GRAVEL Ailh SANITARY BSWSS CONNECTIO N. KS x A 5. Pump hyrkaulic unit to expend power el- while making -n slaw we' stay aligns' an fop of each E MANHOLE PRESS -SEAL other 6. After efeeve wed. mob Into place, / fa to c , check gaups to make -ors mknum hkatel/oNan pra,uro law bare sMMtd. 7 RM.x power Meet slightly to ktertock the ads BYE C aecuMY for a positive sad. / PIPE INSTALLATION N0k I. ARer mmhde has been, est to grade, I Wsat and sorted ition of Lump / Bpip._tbPdInsi-017 n k lined. eN anal of �e \R Wwks Malden plane of manhde waL Past ia, pp. M center of connect'. J. Install fake -up gmp(s) Ongroove() at ppe to make -n rerohkg wed off gasket. Creek borrow Interior or mnwrr -e ppe boml -n des w O �n'js awn. 4. "'II tt.6 B damp(;) with nfNet a torque to �� r' h Who S Adb,tpip de. Use pope bedding. bock9g malerkla and techniques 6. Any pipe *tuba MstaNd In Me manhde must be n,tmMd hgm me-ent. DFH ORA NPN SUMMIT ENGINEERING, INC owam fxgh ere • Iiuvsydn • plarnw • Landwaps Amhhects SM 50 Joy Drive suLE South Burlington, VT 05403 g IF NAME- DDUAOD NTS Bua (802) 658-5588 Fax (W2) 558-3629 UTILITY DETAILS o/ 11/13 /07 CHITTENDEN BANK ORAWNG NO D1 UNIVERSITY MALL 155 DORSET STREET PRO.-Cr NO SOUTH BURUNGTON, VERMONT © 7723.0E TRUNK FLARE AAWDON' PLANT AT EXI57M GRADE- MMORPMSOtMEM 70 4' ABO£ EBSIBD SOtRS 70-OOK ry1lI,! Y BARK MULCT (KEEP AWAY FROM i error ea ornF Ate. FINISH lLondweaoino Notes: J 1. Landscape architect sholf be notiffed to Inspect proposed locations of plant material and �J corldltion of plant materials when delivered to site prior to installation. 2. AN plant material is to conform to the requirements of ANSI Z60.f Amerkon Standard for Nursery Stock' fa quality, size, genus, species and Vurlety shown on the planting plan. J. Landscape contractor shall be responsible for identifying locations of underground ut!/hies prior to excavation for planting. PLANT 70P OF ROOTBALL. I' - i WIDE my iRLE TIES ABOVE SUI?ROU%MG GRADE LOOSEN CUT AND 2-A2'XB' RD HAWOOD STAKE$ FOLD BAD( TOP OF BURLAP. Exlfl/D MR) UADSIURBED Sat al>'I�18dls e8Ers9�l� HOLE SHALL BE TWO To THREE TIMES AS SIDE AS ROOT BALL (SEE NOTE BEL WIN AS SIDES maim, L PLANTND HOLE SHALL BE J TIMES ROOT BALL DIAMETER /N HIGHLY COMPACTED SOIL; 2 TIMES ROOT BALL DIAMETER MINIMUM /N ALL OTHERS 2. STAKES AND WY WRE PLACEMENT STALL NOT MTERFER£ WITH PEDESTRIAN TRAFFIC. DB M111UM9 Ta N. T:S. BROOM FRpS1 UNLESS ORNRWSE NOTED. T1Jf11/RED FINISH IN CONFOLMANCE WIN VAOT SM C-S EXPOM AMEF.7E FapSH WHERE CALLED FOP DIN SITE PLAN WIDOW fM9 5'_ e' FRN lY7AOE E' OPA fEl SIgRA,SE fEMdT CIYK%/E) It .CON JMTSDCTDOMY ExPANAT A FULL ..YRAT AT 10' AND EXPANSW A'YIJTS W F ASPHALT r DRIVE FELT AM AT Ta: PROVIDE .' CONatER 90FWAUl AT PYnEIWYS VAOT S?AA STALL favfuHM ro TIe' . VAOT STANDARD SPEphlcAnav FQP 40EWA[KS SECTION 61& BIDBWALB TYPICAL_ ��j A•,e,tr 5' MIN AIDING I 1:12 Y/JI LOW SIDE RAMP ,,. r MULCH - 4' DEEP) PROPOSED DIP - EVSiNG GRADE BAOUWI. WON 7O^SOY. � is -Bast nrsaP. ., 2t1;J0i PEA 1M055 IMII/ — FROM HOLE .. ... BLIE MEAL 3-IO.LBS/OVLYb. SOBER PHOSMtA Iti/CU._ —I ROOIRALL SHALL SITDARECM •,•.• "--• .: e' I i 7' ON TOP OF •. ...: _ - +.;-y.' I I— _ UAVSTURRED SOIL (—II .`-..a`. • . . I I I-) —I I I— I—I•I I —III —I I I T HOLE SHALL BE THREE TIMES AS WDE AS RODIBALL. WIN SLOPED SDES STAYL0A PAIEl1ENT SECTIaf FOR USE IN PASSENGER VFHIaE PARKING AREAS AND FOR GRAVEL DRIVES .—T BITULYNOUS Como Em 2' IME I BFm.NINOUS CCYJGREn BWDER COURSE I I/Y T7Pf IV BINE&VOtIS Cdf�ETE WEAR CORPSE 4' LRUSHEa GRAVEL tVAOT %OAOAe, FOE) r Diller RIR1 OMVII (MOT ?"OM) 4.ty6 RAY a .• : a w .a v --CLAY SUBGRAaf'ls' CLAY OR 91T g p ,/.Appt OP C[M^ACIFI! St,1TABfE YA]E1KAL � y\\y,\�•. MATERIAL PASSING THE HE NaN TGa SIEVE) \A\\.• SIMEASE AND BASE LAVERS SHALL BE COMPACTED D MN. Fes PRXR* IN 6' LIFTS ALL MA MWALS ,HALL OW" D VT Aar STANDARD SPECIaCATMNS FOR a IRUCIKO TWIG M NT.S MA04 IR WAN ' 1/4' RADW IM CLU i' RAD14 IIP. &C E 1/4- PER Fr—� .•' • '• e• PARKING M SIRFACE ASPHALT& /�_ TW WA 710 _•. __ f ORA VEX FELT Ie' f .,b CURB AND WALK alBrnnoE ID ORDP Far ACCLS3 (5x M a ncAr X. �YIAirF) PORTLAHD C=i =T CONCR=l= 0=2 AND BIDBWAL$_TTPICAL NFS PORT AND CEMENT CtOaRE7E CLRP SECTIO BI&Os. CORCRE1E SHALL BE MOO PS a ?a DAYS W e' SECD(PNS WN EXPANSYpI JDY/Ts XI' DIG B• . .y;;;,�1, T PER PAVEMENT SEC" 4' 117PSOI 0. y 1, 0 0 COHPACIM V B• �0''. ORA VEaLtp�e W�tW1 (�/� /f �1eeY ���p }�4W1 }■ �Y.aBt�-J9R..0.. YS!!iM�:/��!_�LYN\iB•a•J..�I,._]/_Y_MlILY�L*�bEI. N Ls. SIDEWALK NOZESL 1.) NTUM/NOUS CONORE/E RAMP SHALL MEET TOP OF SIDEWALK CURB. 2.) HANDICAP SYMBOL SHALL BE CENTERED IN PARKING STALLS. J) HANDICAP RAMP SHALL BE STRIPED AND 7EXNRED IN CONFORMANCE WN VAOT SD C-J A) HANDICAP RAMP SLOWE SHALL NOT E=EED &S[ HANDICAP PAVBMBNT MARKING DBTAIL N.T:S, QNORBTB-FILLXD RTBBL BOLLARD Nrs ERawMr CONTROL. LYx1SJRLmITLXJ NOTES Note.' ALL EROSION CONTROL SHALL MEET THE MINIMUM STANDARDS CONTANED /N THE VERMONNT HAIIDE&W FOR SOIL EROSION AND SEDIMENT COIITm ON coNsmuc W SIM TEMPORARY MEASURES 1. Mstd/ spt/ eimctkn I ch7g to define and 15,nit the ar- to be dhfarbed A,rMg the cuttMg/NIMg op-va,I. SO Tea- to be Mst.Y d Where f-okrg /e -- Nape of d 0tabod -evs 2. Mstap fiter fobrk screens 0 deer Nape -tor baeka. J. C-OW road-, duet through Me aWA-An of cdokm M/oride a eater - n— y * Inoue stone check dame M all P—ent w tempdWy awdes p/ooed fa the control of surface water. MAINTENANCE 1. T.,,W-y -,I- osnWd m-aursa to be Mecked r-My -d after Ngnifrc-t mM/d/ ewwta 2. SW matarl d o..—kt- M eedknertatian trade to be rMnorod - aeceesey to totem adgkd di --ions PERMANENT MEASURES (Once the designed or desk of fM/ahed grade hos be- eetob/khsd) I. Seed areas to bacane green -{vacs at a rote speoifi- blow and work fi n/y tat, the sod. Red 0 are- Wth a -tw-Baled gmden raMer I-x'ng the -dace of oN ore as We to grade, em-th and h- hen hat.- and kregulorltf Na-ghly W.ta, .0 nee lawn a after pl-thg umg a Mrc epmy. Seeding shop be tend -tad only during the Period cam AprG 15 to A-1 or August 13 to October 15 2 Mddr - - Be de ede Wth straw m kh 2' J' thkk, eronly distM urbed. Anchor e -1ch oa oacey to peroat the mulch ham being doWrbad by ekd -tl-. J Once ropetafbn hoe be- eetob/bhad, the sed/ment trope end grade to dah7 to the -tch be&& aeon and makta!n -ttl bosh- as nec—y Prior to bo.0%,9. 4. Remo- .4 tempwwy crock- ronird mea-Res -- Permanent measures oro eafobli-hed. PERMANENT EROSION CONTROL SEQUENCE 1. FM. grade .I disturbed avoe to doelgn Hewn-- 2. Add acre-ed too." (4' raA, u- depth) -d /he grade surface to blend with adJacent undisturbed areas J. Fme grade, roll, seed .II area- to be grmeeL -tw thoroughly after seedingwith o fine eproy to Mare rapid seed gemMatl- end to prevent erosi-. Provide shody -ed mix w fall.wa 45W deep Mg ReyFdd+ggFrraa-cue 20R OIrawkgs Fewer TOT Red Fes-s Seed Wt 4-5 Ibe./fOOO DILL FrtY/A at 4 W;/i= af. Mdch ad seeded ar-s wIth attar mulch 2-J' thkk, .-dy dktr/bWed. 4. Place ,radon central blanket. - .0 Hopes greotw th- 1:3 per menuhxturere r.comm-d0ion . 5 Rr-abes hwn trees end hmbe damaged duMg constmc6m — to be PmnM to romoro - dead w damaged IMrbs CONSTRUCTION SEQUENCE 1. DaiAoata Malt. of coneWclkn 2. 1-td/ tempo, em kn carer. meaeurw J. perkrm -Ht g end R/hg operotl-. 4. Canplete et. cenatmctkan d d I-deauphg. 5 2.w Perform Pemen-t _w_ c-trol meofurse. WNIER CONSTRUCTION SITE MCWIf BETWEEN OCT. I AND APR& 15 WLL BE CONDUCTED ACCORDING TO THE SPECIAL PROVISIONS OUTLINED UNDER 'WNTER CONSTRUCTION' SECTION aFWAVONG ON PAGE 49 OF NGGNTROL£ ON CONSTRUCTION SI1E3 1982), AND SUBSEOFENT REVISIONS, 1' INSIDE SILT FENCE S'7WOODEN' all S 0000000 9 O b00-0,000 Ii b000400000 FILTER FAB9C siAPLED 70 STAKE, TO BE MRAF7 L O 0 0O IOOX OR APPROVED EQUAL �. i b 0 0 0 a0 00 0 it I. OOp000 O LJ EXISTING GRAM III tp I II 'I �RACKFXLED OOTH AND TAMPED B GRADE L u u srm WIN bDgs INSTALL SILT FENCES AT TOES Of UNPROIECTED SLOPES AND AS PARALLEL TO CONTOURS AS POSSIBLE. CURVE THE ENDS OF IRE FENCE UP INTO TINE SLOPE. REMOTE SEawmr SHEN ACCULIULATO TO HALF W HEIGHT OF THE FENCE. aW 7RACTOR SHALL INSTALL SET FENCES AT THE ROE OF ALL FILLED OR UNAW IECIED SLOPES CREATEO WRING CONSMUCI N NOT NECESSARILY REFLECTED ON FINAL PLANS SET FENCES ARE TO BE MAINTAINED UNTIL SLOPES ARE STABIL2E0, AND REMAW THE PROPERTY OF 0(FALL 7W CONTRACTOR. 1w SEMOON62MTION FBNCR & SOIL .S RECEIVED NOV 14 200? City OfSo, Burlington DRAWN NPN SUMMIT ENGINEERING, INC ErWMeee • bLrweYom • Plan.wrs • L -pw ArdwecM CHECKED SM 50 Joy Drive P.O. Box 2225 SCALE South 8ur1h9ton, VT 05407-2225 FILE NAME: D02RX NTS Bus (802) 658-SSN Fa. (802) 656-3629 iE, EROSION CONTROL AND DATE LANDSCAPING DETAILS 11/13/07 DRAWING NO. CHITTENDEN BANK D2 UNIVERSITY MALL 155 DORSET STREET PRO/ECT NO. SOUTH BURLINGTON, VERMONT 77%1 ni r WEST ELEVATION NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION RFcE/V Ep NOV 14 2007 City Of So. gurlin n COLIN P. LINDBERG, ARCHITECT 208 Flynn Avenue Burlington, Vt. BUILDING ELEVATIONS CHITTENDEN BANK Dorset Street South Burlington, Vt. PRINTED11.12.07 A l SCALE: 1/8"=1'-0" to lath s Typ. am I �I Driveway 'I NIF IPaquette sl 1 Sty. WF d House 'C Utilities Vault/Pad I I Telephone I Manhole A N-� W ,- g3 STOP \ a� 4j k+ It+ Existing Meter & Backflow Prevention / m /- PROPOSED 3/4" / COPPER W / 3 SERVICE (TO BE ABANDONED WHEN 0� GRAPHIC SCALE Q ,yg — BANK TR REMOVED) \ySj 04, �{ j G 30 0 15 30 /1h CONNECT TO / / ( n1 Tent a� METER AND BACKFLOW EXISTING WATER / 1 inch - 30 rr. PREVENTION TO BE VICE / INSTALLED IN BUILDING / 1 / --CONNECT SEWER 15 x15 Utility J� I TO EXISTING MANHOLE Easement Transformer 1 / INST I NEW 12'x26' Utility Pad Electric CURB�fOPS Easement 1.1efe, Sidewalk 1 fX-1 nut MOW & I TEMPORARY BANK WILL OCCUPY 29 PARKING SPACES Permit Number SD-0-4 -� 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 University Mall, LLC c/o Finard Properties, LLC 155 Dorset Street, South Burlington, VT 05403 #(802) 863-1066 (p) #(802) 863-5836 (f) 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 778 Page 63 3) APPLICANT (Name, mailing address, phone and fax #) Chittenden Bank, c/o Christopher Bishop, Vice President Two Burlington Square, Burlington, VT 05401 #(802) 660-1302 (p) #(802) 660-1217 (f) 4) CONTACT PERSON (Name, mailing address, phone and fax #) Sheila McIntyre, Summit Engineering, Inc., 50 Joy Drive South Burlington, VT 05403 #(802) 658-5588 (p) #(802) 658-3629 (f) Contact email address: smcintyre@summitengvt.com 5) PROJECT STREET ADDRESS: Chittenden Bank, 55 Dorset Street, South Burlington, VT 05403 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 21/0570-00155 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use). The existing use is a shopping center with 704,655 sf of building in multiple structures with mixed uses. (Refer to Overall Site Plan). b) Proposed Uses on property (include description and size of each new use and existing uses to remain) No change of use. The project involves the reconstruction of the Chittenden Bank at its existing location with a two-story bank. The footprint of the bank will change from 3,310 sf to 3,566 sf and the gross leasable area (gla) will change from 3,310 sf to 7,310 sf. c) Total building square footage on property (proposed buildings and existing buildings to remain) 705,000 sf d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) The proposed building height will be 21'6" ft to the eaves (2 story) with a pitched roof and cupola for a total maximum height of 51'2". Refer to the elevation drawings (Al). 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):10 existing employees, 4 new employees for a proposed total of 14 employees. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable: Overlay districts are not applicable. Previous approvals for parking ratios at the Mall have been 5.05 spaces per 1000 sf gla. At this ratio, the bank expansion requires 20 additional parking spaces for the University Mall PUD. We are providing 3155 total parking spaces for this PUD, or 27 more spaces than previously approved. We are requesting a waiver of the City requirements for a total of 3155 parking spaces, or a ratio of 5.07 spaces per 1000 sf gla. The project includes three flagpoles, one center pole at 35 ft and 2 poles at 30 ft in height. The landscaping budget for this project is $21,500. We met with the City Arborist to discuss landscaping objectives regarding site limitations and security issues for the bank. The recommendation was to provide the proposed landscaping (current value of $10,757.70 as shown on the Site Plan Sheet (S2) and provide the remainder ($10,742.30) to the City specifically to fund maintenance of existing City landscaping. The Applicant is supportive of this arrangement. During construction, the existing bank operations will be moved to a temporary trailer on the University Mall site. The trailer will be located just south of the center entrance drive, in an existing parking lot. The trailer will be 24 x 60 ft, and will include a walk-in entrance and a drive -up window. The temporary trailer will be served by municipal water and sewer from within the Mall site, and the trailer will temporarily occupy 29 parking spaces during construction. When the new bank is completed, the trailer will be removed and the site restored to its previous condition. It is anticipated that the trailer will be in use for approximately one year. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: No change. E 8) LOT COVERAGE a) Building: Existing 31.3 % Proposed 31.3 % b) Overall (building, parking, outside storage, etc) Existing 74.8 % Proposed 74.8 % c) Front yard (along each street) Existing 30.4 % Proposed 29.5 % 9) COST ESTIMATES a) Building (including interior renovations): $1,100,000 b) Landscaping: $21,500 c) Other site improvements (please list with cost): $278,500 10) ESTIMATED TRAFFIC: At build -out based on ITE Manual, averaging three methods. See attached traffic analysis for the proposed bank expansion including on site counts. a) Average daily traffic for entire property (in and out): 1802 b) A.M. Peak hour for entire property (in and out): 188 c) P.M. Peak hour for entire property (In and out): 287 11) PEAK HOURS OF OPERATION: 3:00 p.m. — 5:00 p.m. 12) PEAK DAYS OF OPERATION: Thursday & Friday 13) ESTIMATED PROJECT COMPLETION DATE: October 1, 2009 14) PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach a separate sheet. See attached list 15) 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 (I I" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). 3 15) 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. SIGN URE OF PPLI T SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: � � 11,5 I C)-4 I ha reviewed this preliminary plat application and find it to be: Complete , Incomplete h,dsq Director of Planni g & Zoning or hesignee Date Permit Number SD- �� - �" 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. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) University Mall, LLC c/o Finard Properties, LLC 155 Dorset Street, South Burlington, VT 05403 #(802) 863-1066 (p) #(802) 863-5836 (f) 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 778 Page 63 3) APPLICANT (Name, mailing address, phone and fax #) Chittenden Bank, c/o Christopher Bishop, Vice President Two Burlington Square, Burlington, VT 05401 #(802) 660-1302 (p) #(802) 660-1217 (f) 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) Sheila McIntyre, Summit Engineering, Inc., 50 Joy Drive South Burlington, VT 05403 #(802) 658-5588 (p) #(802) 658-3629 (f) Contact email address: smcintyre@summitengvt.com 5) PROJECT STREET ADDRESS Chittenden Bank, 55 Dorset Street, South Burlington, VT 05403 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 21 /0570-00155 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use. The existing use is a shopping center with 704,655 sf of building in multiple structures with mixed uses. (Refer to Overall Site Plan). b) Proposed uses on property (include description and size of each new use and existing uses to remain) No change of use. The project involves the reconstruction of the Chittenden Bank at its existing location with a two-story bank. The footprint of the bank will change from 3,310 sf to 3,566 sf and the gross leasable area (gla) will change from 3,310 sf to 7,310 A c) Total building square footage on property (proposed buildings and existing buildings to remain) 705,000 sf d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) The proposed building height will be 21'6" ft to the eaves (2 story) with a pitched roof and cupola for a total maximum height of 51'2". Refer to the elevation drawings (Al). 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) 10 existing employees, 4 new employees for a proposed total of 14 employees. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Overlay districts are not applicable. Previous approvals for parking ratios at the Mall have been 5.05 spaces per 1000 sf gla. At this ratio, the bank expansion requires 20 additional parking spaces for the University Mall PUD. We are providing 3155 total parking spaces for this PUD, or 27 more spaces than previously approved. We are requesting a waiver of the City requirements for a total of 3155 parking spaces, or a ratio of 5.07 spaces per 1000 sf gla. The project includes three flagpoles, one center pole at 35 ft and 2 poles at 30 ft in height. The landscaping budget for this project is $21,500. We met with the City Arborist to discuss landscaping objectives regarding site limitations and security issues for the bank. The recommendation was to provide the proposed landscaping (current value of $10,757.70 as shown on the Site Plan Sheet (S2) and provide the remainder ($10,742.30) to the City specifically to fund maintenance of existing City landscaping. The Applicant is supportive of this arrangement. During construction, the existing bank operations will be moved to a temporary trailer on the University Mall site. The trailer will be located just south of the center entrance drive, in an existing parking lot. The trailer will be 24 x 60 ft, and will include a walk-in entrance and a drive -up window. The temporary trailer will be served by municipal water and sewer from within the Mall site, and the trailer will temporarily occupy 29 parking spaces during construction. When the new bank is completed, the trailer will be removed and the site restored to its previous condition. It is anticipated that the trailer will be in use for approximately one year. h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc No change. 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? There are Class Three Wetlands on the University Mall PUD, but none within 50 feet of the proposed site work. 2 b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? No c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands 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). 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 2,254,666 / 51.76 acres (acres /sq. ft.) b) Building Coverage: Existing 704,655 square feet 31.3 % Proposed 705,000 square feet 31.3 % c) Overall Coverage (building, parking, outside storage, etc): Existing 1,686,681 square feet 74.8 % Proposed 1,686,990 square feet 74.8 % d) Front Yard Coverage(s) (commercial projects only): Existing 16,745 square feet 30.4% Proposed 16,247 square feet 29.5 % 10 ) AREA DISTURBED DURING CONSTRUCTION: 0.75 acres * *Projects disturbing more than on -half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 11) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking. Waivers requested include parking and building height, as described above. 12) COST ESTIMATES a) Building (including interior renovations) $1,100,000 b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $21,500 c) Other site improvements (please list with cost) demolition, temporary site, site work, etc. $300,000 13) ESTIMATED TRAFFIC At build -out based on ITE Manual, averaging three methods. See attached traffic analysis for the proposed bank expansion including on site counts. a) Average daily traffic for entire property (in and out) 1802 b) A.M. Peak hour for entire property (in and out) 188 c) P.M. Peak hour for entire property (In and out) 287 14) PEAK HOURS OF OPERATION 3:00 p.m. — 5:00 p.m. 15) PEAK DAYS OF OPERATION Thursday & Friday 16) ESTIMATED PROJECT COMPLETION DATE October 1, 2009 17) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate sheet. See attached list 16) 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 (I 1" 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). 4 16) 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 (I I" 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. �-�§IGNATT&E TOF APPLICANT 1 SIGNATURE OF PROPERTY O ER Do not write below this line /ereviewed SUBMISSION: v T I this preliminary plat application and find it to be: et^ ❑Incomplete of Planning & Zoning or Designee Date SCHEDULE E Adjoiner Information Submit with the application a list of all adjoining landowners with mailing addresses. An "adjoiner" is a person or organization which owns or controls land or easements on lands which physically abut the tract or tracts of land on which your project is located. Be certain to include landowners on the opposite sides of highways, railways, and rivers (unless you can prove the highway is owned in fee by the state or municipality). Also include homeowner associations, utility companies, and others with significant legal interest in the project land. It is very helpful if you indicate the location of each adjoiner on your site plan. If you do not provide a list which is thorough and up-to-date, your application could be delayed because of improper notice distribution! NAME & MAILING ADDRESS Patricia J. Purdy 26 Brookwood Drive So. Burlington, VT 05403 Mark & Sarah Trombley 24 Brookwood Drive So. Burlington, VT 05403 Patricia E. Sheridan 22 Brookwood Drive So. Burlington, VT 05403 Dean Eric Draayer & Mao Draayer Yang 20 Brookwood Drive So. Burlington, VT 05403 Noreen F. Walsh 18 Brookwood Drive So. Burlington, VT 05403 Preston S. & Brenda L. Robbins 16 Brookwood Drive So. Burlington, VT 05403 Poon Yiu & Hap Mui Cheung 14 Brookwood Drive So. Burlington, VT 05403 Luella M. Couture 12 Brookwood Drive So. Burlington, VT 05403 Paul & Ann E. Joppe-Mercure 10 Brookwood Drive So. Burlington, VT 05403 John F. Shepard 8 Brookwood Drive So. Burlington, VT 05403 Michael C. & Irene L. Sauer 6 Brookwood Drive So. Burlington, VT 05403 Jacques P. & Sandra J. Marchessault 4 Brookwood Drive So. Burlington, VT 05403 Kenneth A. & Susan H. Dattilio 2 Brookwood Drive So. Burlington, VT 05403 Stephen D. Desarno 321 Dorset Street So. Burlington, VT 05403 Peter L. & Vilma C. Jacob 79 Suburban Square So. Burlington, VT 05403 (for 205 Dorset Street) Maurice E. & Theresa M 70 Fitzsimon's Road Jericho, VT 05465 (165 Dorset Street) Ruth E. Wood 174 Dorset Street So. Burlington, VT 0540350 Dorset Square Associates Paquette c/o Merve Brown 1350 Shelburne Road, Suite 200 So. Burlington, VT 05403 (for 150 Dorset Street) Larkin, Tarrant, Hoehl Partnership 410 Shelburne Road Burlington, VT 05401 (for 5 Dorset Street) Robert & Diane Smith 23 Concord Avenue Plattsburgh, NY 12901 (for 1 Dorset Street) State of Vermont Agency of Transportation Montpelier, VT 05602 ABJ, Inc. 6 Brownell Way So. Burlington, VT 05403 RW Realty Associates 222 Dorset Street So. Burlington, VT 05403 (also 196 Dorset Street) Johanna L. McKenna 200 Dorset Street So. Burlington, VT 05403 Angela E. Roberge & Yvonne L Boutin 192 Dorset Street So. Burlington, VT 05403 AMI Burlington, Inc c/o David Ramsey 108 Dorset Street So. Burlington, VT 05403 Barnes & Noble 1400 Old Country Road Westbury, NY 11590 (for 102 Dorset Street) Tekram Partners 2 Corporate Way So. Burlington, VT 05403 (100 Dorset Street) University of Vermont State Agricultural College 85 So. Prospect Street Burlington, VT 05401 Horizon Heights c/o Hickok & Boardman Referral Services, Inc 346 Shelburne Road Burlington, VT 05401 Cupola Golf Course, Inc. 270 Quarry Hill Road So. Burlington, VT 05403 Per City of South Burlington GIS Mapping Site, September, 2007. N University Mall Planned Unit Development,155 Dorset Street, South Burlington Chittenden Bank Expansion September 21, 2007 Water and Sanitary Sewer Basis of Design Proposed Sewer Design Flow Increase (Vermont Environmental Protection Rules) Chittenden Bank, 4 New Employees 15 GPD/Employee = 60 GPD Reduction for connection to a municipal wastewater system (-20%)= -12GPD Total New Sewer Design Flow Increase 48 GPD Proposed Water Design Flow Vermont Water Supply Rules) Chittenden Bank, 4 New Employees 15 GPD/Employee = 60 GPD Reduction for water conserving fixtures (-10%) Total New Water Design Flow Increase = -6 GPD 54 GPD Note: During construction of the bank improvements, the existing bank and 10 existing employees will be relocated to a temporary field office at University Mall. During this period, no new employees will be added, however, there will be new water and sewer connections to serve the temporary office. The temporary office will be decommissioned when the bank project is complete, and the existing 10 employees and the 4 new employees will occupy the new bank building. SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 November 7, 2007 Summit Engineering, Inc. Ms. Sheila McIntyre 50 Joy Drive South Burlington, VT 05403 RE: Chittenden Bank -University Mall Dear Sheila: In response to your request as to the capability of the South Burlington water distribution system to supply water to the above referenced project we submit the following: 1. Sufficient water storage is located at the South Burlington East Tank off Dorset Street in South Burlington. 2. Based upon your allocation request, a water service connection fee according to the City Water Ordinance Rate and Fee Schedule shall be applied to this project. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified at any time by resolution at an open meeting of the City Council. 3. Your water supply requirement for this proposed project (including four additional employees) can be furnished by this Department without restricting or encumbering present South Burlington water customers. 4. Water is supplied to the referenced area through 12" distribution water mains. 5. This letter of availability is valid for a five-year period commencing on today's date and ending on November 7, 2012. If you have any questions or I can be of further assistance, please do not hesitate to call me. Sincerely, South Burlingto Water Department Jay Nadeau Superintendent Cc. J. Fay D. Pratt C. Hafter DIRECT MOUNT 1 " FULL CUTOFF WALL PACK Lens Assembly Ba Rigid die-cast copper -free aluminum and flat glass lens 8.2" (208 mm) ---- PULSE START METAL HALIDE r, 125W PSMH MGWC0612-(a)(b) F�SI'IC SPEC tf 150W PSMH MGWC0615-(a)(h) METAL HALIDE Sill( 50W MH MGWC0405-(a)(b) 0 SI'L:c 70W MH MGWC0407-(a)(b) ❑ SI'L:C % 10OW MH MGWC0410-(a)(b) tiPI.0 r 175W MH MGWC0417-(a)(b) HIGH PRESSURE SODIUM F-1 sPrC 35W HPS MGWC0503-(a)(b) si'EC t, 50W HPS MGWC0505-(a)(b) Q SPEC�t 70W HPS MGWC0507-(a)(b) Q SI,I c # 100W HPS MGWC0510-(a)(b) ❑ sPv'(C # 150W HPS MGWC0515-(a)(b) Specify (a) Voltage & (b) Options. Full Cutoff Wall Pack fixture for HID lamp, totally enclosed. Housing is seamless copper -free die- cast aluminum. Lens assembly consists of a hinged, rigid die-cast copper -free aluminum frame and clear borosilicate glass lens held securely inside. Lens frame is easily removable and allows for easy attachment and serviceability using top pivoting hinge. Complete silicone gasketing around lens and gasketing at mounting provide a watertight seal. A precision specular aluminum reflector provides forward throw with wide distribution to ensure wide fixture spacings and maximum light levels. Fixture design provides excellent IES Full Cutoff light distribution without glare. The optical chamber is sealed to reduce dirt and insect contamination. Furnished with e-coated, copper -free, lightweight mounting box designed for installation over standard 4-inch square or octagonal and single -gang J boxes and for conduit entry from top, sides and rear. Designed and approved for easy through -wiring. All fixtures use vertical -lamp position. 4mm)(86 "" 23 tmm) 6" mm) I- -12.0" (304 mm) ---� Wiring Compartment Ignitor (Where required) Lampholder Housing Die-cast aluminum Lamp (Included) Reflector Precision aluminum D 120/277V (Standard: 125W PSMH; 50 - 10OW MH, 5OW HIPS) M 120/208/240/277V (Standard: 150W PSMH; 175W MH; 70 -150W HPS) T 120/277/347V (Canada Only) (Standard: 150W PSMH; 70 - 175W MH; 70 -15OW HIPS) 1 120V (Standard: 35W HPS) 2 277V 27 277V Reactor (15OW PSMH Only) 3 208V 4 240V 5 480V (175W MH; 70 -15OW HPS) 6 347V (Canada Only For voltage availability outside the US and Canada, see Bulletin TD-9 or contact your Ruud Lighting authorized International Distributor. Fixture includes clear, medium -base lamp. Pulse -rated porcelain enclosed, 4kv-rated screw - shell -type lampholder. Lamp ignitor included where required. Fixtures require a minimum 90°C temperature feed wire. All ballast assemblies are high -power factor and use the following circuit types: Reactor (277V PSMH) 15OW PSMH Reactor 120V: 35 —15OW HPS HX — High Reactance 50 —100W MH; 50 —15OW HPS CWA — Constant Wattage Autotransformer 125 & 150W PSMH; 175W MH ANSI lamp wattage label supplied, visible during relamping. UL Listed in the US and Canada for wet locations. 9201 Washington Avenue Racine, Wisconsin 53406-3772 USA © Ruud Lighting Inc. Printed in USA PHONE (262) 886-1900 rww. ru udlighting.com i Notes -(a)F Fusing -(a)P Button Photocell 0 Quartz Standby (includes 10OW quartz lamp) (N/A on 277V Reactor) Specify (a) Single Voltage — See Voltage Suffix Key Exclusive Colorfast DeltaGuard'm finish features an E-coat epoxy primer with medium bronze ultra -durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our seven-year limited warranty. 6,867,959 and Patents Pending. PC-1 Button Photocell (for fixtures set to 120V) PC-2 Button Photocell (for fixtures set to 208, 240, 277V) PC"6 Button Photocell (for fixtures set to 347V) FAX (262) 884-3309 08/03/06 RUUD� LIGHTING 150, I/ 32 12" FULL CUTOFF WALL PACK Candlepower Distribution Curve of 175W MH 12" AeroDome Full Cutoff Wall Pack. s 60' 45' 30' 15, 0' isuwuu;anwe Piurs snuw nuudi iuuivanuies di grace. truuivanuies - u.uaZa = Lux) r 18.3 13.7 9.1 4.6 Om 18.3 13.7 9.1 4.6 0 m 4.6 9.1 13.7 18.3 Isofootcandle plot of one 175W MH 12" AeroDome Full Cutoff Wall Pack at 15' (4.6 m) mounting height (plan view). RUU D 9201 Washington Avenue Racine, Wisconsin 53406-3772 USA LIGHTING 0 Ruud Lighting, Inc. Printed in USA PHONE (262) 886-1900 FAX (262) 884-3309 www.ruudlighting.com 08/03/06 Ballast Capacitor Ignitor -- (Where required) -6" (152 mm) i i I Cord - 24'(610 mm long) Extended ------' Pole Mount Patented Finish color: bronze Hinge Assembly SPEC # WATTAGE CATALOG#_ PULSE START METAL HALIDE 20OW PSMH AC2620-(a)(h) Q 250W PSMH AC2625-(a)(b) [] g; 320W PSMH AC2632-(a)(b) C] (' 350W PSMH AC2635-(a)(b) 140OW PSMH AC2640-(a)(b) METAL HALIDE 175W MH AC2417-(a)(b) 25OW MH AC2425-(a)(b) 0 y 40OW MH AC2440-(a)(b) HIGH PRESSURE SODIUM 25OW HPS AC2525-(a)(b) 0 40OW HPS AC2540-(a)(b) Specify o,i Voltage & (b) Options, I Reduced envelope E028 lamp. GENERAL DESCRIPTION 60' forward throw sharp cutoff luminaire for HID lamp, totally enclosed. Housing is seamless, die-cast aluminum. Mounting consists of a 1.8" (44 mm) wide by 4.5" (114 mm) high by 6" (152 mm) long extruded aluminum arm. The arm is held in place with two 3/8" (9 mm) mounting rods fastened to a steel backing plate inside the pole, and by two nuts inside the fixture housing. Mounting rods are provided with sealing washers to prevent water leakage. Lens assembly consists of rigid aluminum frame and high -impact, clear -tempered glass. Housing ,----- Reflector Seamless, Prefinished semi-specular die-cast aluminum diffuse and diffuse aluminum Finish color: bronze / wrapper, and semi-specular aluminum sides _... ❑ 16" (406 mm)_—..-_................................a / Lamp nn"� (Included) If8.5 If 65 mm) - Lampholder Lens Frame Banast r/ Die-cast aluminum Compartment door frame secures Cover' lens; sealed with silicone gasket Finish color: black M 120/208/240/277V (Standard) T 120/277/347V (Canada Only) (Standard) 1 120V 2 277V 27 277V Reactor (PSMH Only) 3 208V 4 240V 5 480V 6 347V (Canada Only) For voltage availability outside the US and Canada, see Bulletin TD-9 or contact your Ruud Lighting authorized International Distributor. Fixture includes clear, mogul -base lamp; 320 — 40OW PSMH and 40OW MH utilize the ED28 reduced envelope lamp. Pulse -rated porcelain enclosed, 4kv-rated screw -shell -type lampholder with spring -loaded center contact and lamp grips. Lamp ignitor included where required. All ballast assemblies are high -power factor and use the following circuit type: Reactor (277V PSMH) 200 — 40OW PSMH CWA — Constant Wattage Autotransformer 200 — 40OW PSMH; 175 — 40OW MH; 250 — 40OW HPS Notes -(a)F Fusing -(a)P Button Photocell -5P External Photocell (for 480V) 0 Quartz Standby (includes 10OW quartz lamp) (N/A on 277V Reactor) Specify (a) Single Voltage — See Voltage Suffix Key Exclusive DeltaGuard°' finish features an E-coat epoxy primer with medium bronze ultra -durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our seven- year limited warranty. ANSI lamp wattage label supplied, visible during relamping. UL Listed in US and Canada for wet locations and enclosure classified IP65 per IEC 529 and IEC 598. FWG-16 Wire Guard US 4,689,729 SBL 16 Backlight Shield 9201 Washington Avenue Racine, Wisconsin 53406-3772 USA PHONE (262) 886-1900 FAX (262) 884-3309 RU U D /16/05 LIGHTING © Ruud Lighting Inc. Printed in USA w.ruudhghtmg.com ww11 6" EXTENUEU PULE MUUNT 16" (406 mm) AREA CUTOFF LIGHT EPA RATING Isofootcandle plots show initial Footcandles at grade. (Footcandles - 0.0929 = Lux) EPA 0.95 for single fixture with 0° tilt (Consult factory for EPA rating on multiple units). Lighting Sciences Inc. Certified Test Report No. LSI 10553 Candlepower distribution curve of 40OW MH Area Cutoff Light without backlight shield. 120° 1 60' Lighting Sciences Inc. Certified Test Report No. LSI 10246 Candlepower distribution curve of 250W HPS Area Cutoff Light without backlight shield. 100' 80' 60' 40' 20' 0' 20' 40' 60' 80' 100' 160' 140' 120' 100, 80, 60' 40' 20' 0' 20' 40' 48.8 42.7 36.6 30.5 24.4 18.3 12.2 6.1 Om 6.1 12.2 30.5 24A 18.3 12.2 6.1 0 m 6.1 12.2 18.3 24.4 30.5 Isofootcandle plot of 40OW MH Area Cutoff Light at 25' (7.6 m) mounting height, 0° vertical tilt, with backlight shield removed. (Plan view) 100' 80' 60' 40' 20' 0' 20' 40' 60' 80' 100' 160' 140' 120' 100, 80' 60' 40' 20' 0' 20' 40' 48.8 42.7 36.6 30.5 24.4 18.3 12.2 6.1 Om 6.1 12.2 30.5 24.4 18.3 12.2 6.1 0 m 6.1 12.2 18.3 24.4 30.5 Isofootcandle plot of 40OW HPS Area Cutoff Light at 25' (7.6 m) mounting height, 0° vertical tilt, with backlight shield removed. (Plan view) 100' 80' 60' 40' 20' 0' 20' 40' 60' 80' 100' 160' 140' 120' 100, 80, 60' 40' 20' 0' 20' 40' 48.8 42.7 36.6 30.5 24.4 18.3 12.2 6.1 Om 6.1 12.2 30.5 24.4 18.3 122 6.1 Cm 6.1 122 18.3 24.4 30.5 Isofootcandle plot of 400W MH Area Cutoff Light at 25' (7.6 m) mounting height, 0° vertical tilt, with backlight shield located for backlight cutoff. (Plan view) 100' 80' 60' 40' 20' 0' 20' 40' 60' 80' 100' 160, 140' 120' 100, 80, 60' 40' 20' 0' 20' 40' 48.8 42.7 36.6 30.5 24.4 18.3 12.2 6.1 Om 6.1 12.2 30.5 24.4 18.3 12.2 6.1 Om 6.1 12.2 18.3 24.4 30.5 Isofootcandle plot of 40OW HPS Area Cutoff Light at 25' (7.6 m) mounting height, 0° vertical tilt, with backlight shield located for backlight cutoff. (Plan view) :x -1 Pole -spacing Example Data , /AR/� /i Average Initial Light Levels at Grade 2 Fixtures per pole @ 180° Test area is centered within a (16) pole layout. (Footcandles - 0.0929 = Lux) Max. Recommended Pole -spacing Catalog # Lamp Type Lamp Lumens Mounting Height X x Y_ Footcandles_ Lux AC2417-M 175W MH 12,000 15' (4.6 m) 60' (18.3 m) x 85' (25.9 m) 3.56 38 20' (6.1 m) 75' (22.9 m) x 110' (33.5 m) 2.11 23 AC2425-M 250W MH 2O,000 20' (6.1 m) 75' (22.9 m) x 110' (33.5 m) 3.51 38 25' 1 m) 95' (29.0 m) x 140' (42.7 m) 2.10 23 AC2440-M 40OW MH 32,000 25' (7.6 m) 95' (29.0 m) x 140' (42.7 m) 3.36 36 30' (9.1 m) 115' (35.1 m) x 165' (50.3 m) 2.29 25 AC2525-M 250W HPS 28,500 20' (6.1 m) 75' (22.9 m) x 110' (33.5 m) 4.83 52 25' 1 m) 95' (29.0 m) x 140' (42.7 m) 2.89 31 AC2540-M 40OW HPS 50,000 25' (7.6 m) 95' (29.0 m) x 140' (42.7 m) 5.08 55 30' (9.1 m) 115' (35.1 m) x 165' (50.3 m) 3.37 36 RUU D 9201 Washington Avenue Racine, Wisconsin 53406-3772 USA PHONE (262) 886-1900 FAX (262) 884-3309 LIGHTING © Ruud Lighting Inc. Printed in USA www.ruudlighting.com ; 11/16/05 2" ADJUSTABLE FITTER tu,�, 4fi ) NARROW PARABOLIC FLOOD Adjustable Fitter-------------I— Die-cast aluminum knuckle is -... __. sized for 2" pipe (2-3/8" [60 mm] O.D.) Finish color: bronze # CATALOGSPEC WATTAGE PULSE START METAL HALIDE SITIC 4 20OW PSMH PN3620-(a)(b) Sill( 25OW PSMH PN3625-(a)(b) SIT( r� 320W PSMH m PN3632-(a)(b) ❑ SPEC' a )' 350W PSMH PN3635-(a)(b) ❑ SPE(,# )' 40OW PSMH PN3640-;a)(b) METAL HALIDE SPEC # 175W MH PN3417 ❑ SPrc ri 250W MH PN3425- [� SPI 40OW MH PN3440 HIGH PRESSURE SODIUM ❑ 51'r:C# 250W HPS PN3525-iosi il) 0 sPc(-' 40OW HPS PN3540-(a,,,, Specify (ai Voltage & it,i options. �, Reduced envelope ED28lamp. Narrow -beam Parabolic Floodlight luminaire for HID lamp, totally enclosed. Hydroformed alumi- num reflector is brightened and anodized. Housing is seamless, the -cast aluminum. Aluminum die- cast adjustable fitter mounting is sized for 2" pipe (2-3/8" [60 mm] O.D.). Allows for directional aiming as well as 2-1/2e incremental vertical adjustment. Contains integral wiring compartment. Two stainless -steel set screws provide clamping to vertical tenons. Lens assembly consists of rigid aluminum frame and high -impact, clear - tempered glass. Exclusive DeltaGuard" finish features an E-coat epoxy primer and medium bronze ultra -durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. The finish is covered by our seven- year limited warranty. Set Screws Compartment Cover Patented Hinge Assembly Lens Frame Die-cast aluminum door frame secures lens; sealed with silicone gasket Finish color: black M 120/208/240/277V (Standard) T 120/277/347V (Canada Only) (Standard) 1 120V ? 277V 27 277V Reactor (PSMH Only) 3 208V 4 240V 5 480V 6 347V (Canada Only) For voltage availability outside the US and Canada, see Bulletin TD-9 or contact your Ruud Lighting authorized International Distributor. Fixture includes clear, mogul -base lamp; 320 — 40OW PSMH and 40OW MH utilize the ED28 reduced envelope lamp. Pulse -rated porcelain enclosed, 4kv-rated screw -shell -type lampholder with spring -loaded center contact. Lamp ignitor included where required. All ballast assemblies are high -power factor and use the following circuit type: Reactor (277V PSMH) 200 — 40OW PSMH CWA — Constant Wattage Autotransformer 200 — 40OW PSMH; 175 — 40OW MH; 250 — 40OW HPS ANSI lamp wattage label supplied, visible during relamping. UL Listed in US and Canada for wet locations and enclosure classified IP65 per IEC 529 and IEC 598. 9201 Washington Avenue Racine, Wisconsin 53406-3772 USA © Ruud Lighting Inc. Printed in USA PHONE (262) 886-1900 www.ruudlighting.com -(a)F Fusing -5P External Photocell (for 480V) 0 Quartz Standby (includes 10oW quartz lamp) (N/A on 277V Reactor) t! Uplight Lens Frame Specify i- • Single Voltage — See Voltage Suffix Key a ,« US 4.689.729 OB-16 Deep Baffle DL-16 Internal Louver FWG-16 Wire Guard LS-16 Polycarbonate Vandal Shield (not for use with fixtures in uplight position) PC-1 Button Photocell (for fixtures set to 120V) PC'6 Button Photocell (for fixtures set to 347V) PC-2 Button Photocell (for fixtures set to 208, 240, 277V) PGM-1 Ground Mount Post FAX (262) 884-3309 12/11/03 RUUD LIGHTING 2" ADJUSTABLE FITTER 16" (406 mm) NARROW PARABOLIC FLOOD 7cT1NIsofootcandle plots show initial footcandles at grade. (Footcandles _ 0.0929 = Lux) EPA 1.78 for single fixture with 600 tilt (Consult factory for EPA rating on multiple units or other tilt angles). 240000 220000 200000 180000 g160000 G 140000 120000 U 100000 80000 60000 40000 20000 24 18 12 6 0 6 12 18 24 ANGLE (IN DEGREES) Lighting Sciences Inc. Certified Test Report No. LSI 9836 Candlepower trace through origin of 40OW MH Narrow Parabolic Floodlight. NEMA Type: 3V x 2H. 10( 8( 6( 4( 2( 2( 4( 6( 8( 10L )0' 30.5 24.4 18.3 12.2 6.1 Om 6.1 12.2 18.3 24.4 30.5 30.5 24.4 18.3 12.2 6.1 0m 6.1 122 18.3 24A 30.5 Isofootcandle plot of 250W MH Narrow Parabolic Floodlight at 25' (7.6 m) mounting height and 0° vertical tilt. (Plan view) 100' 80' 60' 40' 20' 0' 20' 40' 60' 80' 100' 100, 30.5 80, 24.4 60' 18.3 40' s 12.2 20' / 3 6.1 0' ((Y )) 0 m 20' �J 6.1 40' 12.2 60' 18.3 80, 24.4 00' 30.5 30.5 24A 18.3 12.2 6.1 0 m 6.1 122 18.3 24.4 30.5 Isofootcandle plot of 250W HPS Narrow Parabolic Floodlight at 25' (9.1 m) mounting height and 0° vertical tilt. (Plan view) I0• 54.9 48.8 42.7 36.6 30.5 24.4 18.3 12.2 6.1 Om 6.1 30.5 24.4 18.3 12.2 6.1 0 m 6.1 122 18.3 24.4 30.5 100' 80' 60' 40' 20' 0' 20' 40' 60' 80' 100' 00, 30.5 80' -- - 24.4 60' 18.3 40' 1 12.2 s 20' 6A 0' i 0 m 20' 6.1 40' 12.2 60, 18.3 80, 24.4 30.5 24.4 18.3 12.2 6.1 0 m 6.1 12.2 18.3 24.4 30.5 Isofootcandle plot of 40OW MH Narrow Parabolic Floodlight at 30' (7.5 m) mounting height and 0° vertical tilt. (Plan view) 1 80' 24.4 60' 18.3 40' 1 12.2 20' 10 6.1 0' 0 m 20' 6.1 40' 12.2 60' 18.3 80' 24.4 100' 30.5 30.5 24.4 18.3 12.2 6.1 0 m 6.1 12.2 18.3 24.4 30.5 Isofootcandle plot of 40OW HPS Narrow Parabolic Floodlight at 30' (7.6 m) mounting height and 0° vertical tilt. (Plan view) 160' 48.8 140' 42.7 e 120' 36.6 100, ,3 30.5 80' 24.4 s 60' u 18.3 40' O 12.2 20' 6.1 0' ■ 0 m 20' 6.1 30.5 24.4 18.3 12.2 6.1 Om 6.1 12.2 18.3 24A 30.5 Isofootcandle plot of 40OW MH Narrow Isofootcandle plot of 40OW HPS Narrow Parabolic Floodlight at 30' (9.1 m) mounting Parabolic Floodlight at 30' (9.1 m) mounting height and 60° vertical tilt. (Plan view) height and 60' vertical tilt. (Plan view) RUU D 9201 Washington Avenue Racine, Wisconsin 53406-3772 USA PHONE (262) 886-1900 FAX (262) 884-3309 LIGHTING -- - - ------ - ------------------ _- 0 Ruud Lighting Inc. Printed in USA www.ruudlighting.com 12/11/03 DEVELOMENT REVIEW BOAR OA- fxo/'�- 16 OCTOBER 2007 Mr Bouchard said the 2-story building will be virtually identical to the first building. He identified the lot as #3 at the end of the cul de sac on Tilley Drive. Ms. LaRose noted the sketch plan review was required due to a change in zoning following the previous sketch plan review. No issues were raised. 7. Public Hearing: Preliminary Plat Application #SD-07-67 of Pizzagalli Properties, LLC, for a planned unit development to construct a 30,000 sq. ft. general office building, 193 Tilley Drive: Mr. Behr noted a 50-foot setback is now required. The applicant is asking for a waiver which staff supports. Mr. Bouchard said there is a question of the Fire Chief s request for a hydrant next to the building. He noted there already is a hydrant. They have no problem providing another hydrant, but it will require a cut in the pavement. They will finalize this with the Chief before Final Plat. Mr. Ernshaw felt there should be a traffic study due to the dangerous turn on Old Farm Road. Mr. Ernshaw also congratulated the application for the LEAD certified building. Mr. Bouchard said the new building will also be LEAD certified. Ms. Quimby moved to approve Preliminary Plat Application #SD-07-67 of Pizzagalli Properties, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 8. Public Hearing: Continued Final Plat Application #SD-07-45 of Technology Park Partners for a planned unit development to amend an existing 72,000 sq. ft. general office building. The amendment consists of: 1) installing three utility cabinets in the front yard; 2) adding a nitrogen tank; and 3) miscellaneous site modifications, 55 Community Drive: Ms. Quimby moved to continue Final Plat Application #SD-07-45 until 20 November. Mr. Farley seconded. Motion passed unanimously. 9. Public Hearing: Final Plat Application #SD-07-65 of Technology Park Partners to subdivide 177.2 acres into 15 lots ranging in size from 3.98 acres to 29.44 acres, Community Drive: Ms. Quimby moved to continue Final Plat Application #SD-07-65 until 6 November 2007. Mr. Farley seconded. Motion passed unanimously. 10. ,Sketch Plan Application #SD-07-68 of Chittenden Corp., to amend a previously approved planned unit development consisting of 677,739 sq. ft. -4- DEVELOMENT REVIEW BOAL 16 OCTOBER 2007 GFA shopping center complex with 616,962 sq. ft. of GLA. The amendment consists of. 1) razing a 3310 sq. ft. drive-in bank, 2) constructing a 6000 sq. ft. drive-in bank, and 3) installing a 1330 sq. ft. temporary drive-in bank, 55 & 155 Dorset St: Ms. McIntyre said this location is at University Mall, which is a PUD. She showed the specific area with the existing Chittenden Bank along with photos of what the new bank will look like. The new building will have 2 floors. They plan to keep the intersection and site circulation except for 2-way access to the south side of the building. 30 parking spaces are proposed The temporary bank will be in a trailer on the Mall site. It will be removed when the new bank is finished. They anticipate the trailer being there about a year. Ms. LaRose noted there is a condition that work not begin before January 1, so it will not affect the holiday season. The bank dumpster may be removed, and they would use the UMall dumpster. Ms. McIntyre asked if they could get credit for existing trees. Ms. LaRose said they should contact the City Arborist. Mr. Belair asked the applicant to think about giving up the curb cut as he felt it would not work well. 11. Public Hearing: Continued Master Plan Application #MP-07-01 of Dorset Street Associates to amend a planned unit development consisting of 149 residential units. The Master Plan is for Phase II of the development consisting of. 1) 72 single family dwellings and 2) 30 multi -family dwelling units,1530 Dorset St: Ms. LaRose noted a letter from an abutting neighbor. Mr. Llewellyn said this is the same plan as at Sketch review in August. The total acreage for Phase I and II is 154 acres, and they would have a total of 326 units. 500 are allowed. Mr. Llewellyn showed an area reserved for future development. Phase II will enter from Sommerfield Lane. The west side of the property (wetland) will be left open. There will be 3 open areas on the site. There will be a variety of housing types: town houses in the front; then carriage houses, then single family homes. Mr. Milot noted they had given Mr. Belair evidence that they control this property. He also said they will be asking for a waiver regarding setback of garages. Mr. Belair said this will require an amended Master Plan. He also noted that other waivers are similar to South Village. -5- rP PPOAM '1 41510 VLRM0NT November 9, 2007 Sheila McIntyre Summit Engineering, Inc. 50 Joy Drive South Burlington, VT 05403 Re: Minutes — Chittenden Bank University Mall Dear Ms. McIntyre: City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 For your records, enclosed is a copy of the approved October 16, 2007 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, tonough Planning & Zoning Assistant Encl. (802)846-4106 — phone (802)846-4106 — fax planning @sburl.com CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: October 12, 2007 \drb\sub\universitymall\chittendenbank_sketch.doc Plans received: September 24, 2007 55 Dorset Street SKETCH PLAN APPLICATION #SD-07-68 Meeting date: October 16, 2007 #10 II Owner Applicant University Mall LLC c/o Finard Properties LLC Chittenden Corporation 155 Dorset Street c/o Christopher Bishop, Vice President South Burlington, VT 05403 Two Burlington Square Burlington, VT 05401 Engineer/Contact Property Information Sheila McIntyre Tax Parcel 0570-00155 Summit Engineering Inc C1 Zoning District; 50 Joy Drive 51.76 acres South Burlington, VT 05403 Location Map CITY OF SO UTH B URLING TON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden sketch.doc Chittenden Corp., hereafter referred to as the applicant, is requesting sketch plan review to amend a previously approved planned unit development consisting of a 677,739 sq. ft. GFA shopping center complex with 616,962 sq. ft. of GLA. The amendment consists of: 1) razing a 3310 sq. ft. drive-in bank, 2) constructing a 6000 sq. ft. drive-in bank, and 3) installing a 1330 sq. ft. temporary drive-in bank, 55 & 155 Dorset Street. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on September 24, 2007 and have the following comments. Zoning District & Dimensional Requirements: Table 1. Dimensional Requirements C1 Zoning District Required Existing Proposed Min. Lot Size 4,000 S.F. 51.76 acres 51.76 acres Max. Building Coverage 40% 31.3% 31.3% 4 Max. Overall Coverage 70% 74.8% 74.8% Front Setback 50 ft. Approx 42 ft 60 ft. �l Side Setback 10 ft. >10 ft. >10 ft. Rear Setback 30 ft. >30 ft >30 ft. + Front Yard Coverage 30% 34.1 % 32.8% ♦ Max. Building Height 40 ft. 45 ft. zoning compliance pre-existing non-compliance; not made worse by this application ♦ Waiver required PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the Land Development Regulations, the Development Review Board shall consider the following in its review of subdivision and Planned Unit Development (PUD) applications: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. Pursuant to Section 15.13(B)(1), municipal water service must be extended to serve the proposed development. Prior to final plat approval, the applicant must obtain final water allocation approval from the South Burlington Water Department. CITY OF SO UTH B URLING TON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitvmall\chittenden sketch.doc The South Burlington Water Department reviewed this early set of plans and provided comments in a letter dated October 12, 2007. 1. The applicant shall adhere to the comments of the South Burlington Water Department as per the letter dated October 12, 2007. South Burlington Water Department shall continue to review all future plans. 2. The applicant shall obtain final wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hinds, prior to permit issuance. Sufficient grading and erosion controls will be utilized during construction and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. In making this finding, the DRB may rely on evidence that the project will be covered under the General Permit for Construction issued by the Vermont Department of Environmental Conservation. The applicant should submit an erosion and sediment control plan as part of the preliminary plat application. 3. The applicant shall submit an erosion and sediment control plan as part of the preliminary plat application. 4. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. In making this finding the DRB may rely on the findings of a traffic study submitted by the applicant, and the findings of any technical review by City staff or consultants. Access to the property is proposed via an existing curb cut off of Dorset Street. There are no changes proposed to this curb cut. The applicant is proposing a change in vehicle circulation on the site. Specifically, vehicles will now be permitted to enter and proceed straight to the parking lot. Staff finds the new circulation acceptable. There are no changes proposed to the egress from the site. Two exit lanes remain. Traffic Based on an increase of 2,690 SF, the proposed reconstruction will generate an estimated 123 additional vehicle trip ends. 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. In making this finding the DRB shall utilize the provisions of Article 12 of these Regulations related to wetlands and stream buffers, and may seek comment from CITY OF SOUTH B URLING TON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden sketch.doc the Natural Resources Committee with respect to the project's impact on natural resources. There are no wetlands, streams, wildlife habitat, or unique natural features on the site. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The nro-osed i ice /rlri,ie_fhrni .,k h�nL\ �.. N� vrvv�,.., u.w �u' � - u u vuyi I — vim/ ICI C1 F. 'I 11 f1ll6U uJG II 1 U 16 %.1 1 LVi III IU VIJU IVI. I 1 IG pr UJUUL is in compliance with the uses and goals specified in the Comprehensive Plan. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. There is very little open space on this site as it is covered by 74% with impervious surfaces. The green spaces that are provided are contiguous and exist mainly along Dorset Street. The layout of a subdivision or PUD has been reviewed by the Fire Chief or his designee to insure that adequate fire protection can be provided. 5. The South Burlington Fire Chief should review and comment on the plans, prior to final plat approval. 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 properties. Staff feels this criterion is met through 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 not yet had the opportunity to review the sketch plans for the proposed project. He shall review all future sets of plans and provide comments. 6. The City Engineer shall review the plans prior to preliminary plat approval. The applicant should, if necessary, revise the plans to comply with the City Engineer's comments. 7. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. CITY OF SOUTH B URLING TON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden_sketch.doc Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. 8. The applicant shall submit lighting cut sheets and a point -by -point plan with the submittal of the preliminary plat application. They shall be in compliance with the SBLDR. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff finds that the proposed project is consistent with the goals and objectives of the Comprehensive Plan for the C1 Zoning District. SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the proposed project accomplishes a desirable transition from structure to site and from structure to structure. Pedestrian movement is adequate. According to Table 13-1 of the Land Development Regulations, the shopping center (to which the bank is part of the University Mall PUD) requires 5.5 parking spaces per 1,000 SF of GLA. Therefore, the 621,536 SF of GLA shall require a total of 3,419 parking spaces. The applicant is proposing a total of 3155 parking spaces, a shortfall of 264 parking spaces, or 7.7%. Therefore, a 264 parking space, or 7.7% parking waiver is requested. Staff supports this waiver. 9. The Board grants a parking waiver of 264 spaces, or 7.7%. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Most of the proposed parking is located to the rear or side of the proposed building. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. Staff feels the height and scale of the proposed building are compatible with the site and the existing buildings in the area. The height of the building will be 45 feet to the midpoint of the cupola. 10. The Board grants a height waiver of five (5) feet. CITY OF SO UTH B URLING TON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden sketch.doc (d) 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. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attrac61ie trancitionc hefie/nee hiiilrlinnc of r6f nrant arrhitnr-hiral chdoc The applicant has submitted architectural details of the proposed structure, which is to be similar to the existing Chittenden bank located at Tafts Corner in Williston. Staff finds them aesthetically pleasing and in compliance with this criterion. (t) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has submitted architectural details of the proposed structure, which is to be similar to the existing Chittenden bank located at Tafts Corner in Williston. Staff finds them aesthetically pleasing and in compliance with this criterion. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not support a vehicular connection to the surrounding property. There is a pedestrian connection, via wooden stairs, to the south. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already stated that pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans show an enclosed dumpster on the southwesterly corner of the property. CITY OF SOUTH B URLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden_sketch.doc (d) Landscaping and Screening Requirements Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the Land Development Regulations. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. 11. The applicant shall submit building costs as part of the preliminary plat application. 12. The applicant shall submit a landscaping plan and itemized planting budget as part of the preliminary plat application. 13. The South Burlington City Arborist shall review the landscaping plans prior to preliminary plat approval. The applicant shall adhere to the stipulations of the City Arborist. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The plans do not depict any snow storage areas. 14. The plans shall be revised to depict adequate snow storage areas or other method of snow removal if it is to be stored off -site. Other- Drive -Thu Facility Per Section 5.01 of the SBLDR, all applications for a drive -through facility shall be subject to conditional use review and the following restrictions: (a) Compliance with Traffic Overlay District Provisions, if applicable; The proposed project falls outside of the traffic overlay district. (b) Compliance with an approved access management plan, providing for curb cut consolidation and secondary access; The access management plan appears sufficient with respect to curb cuts. (c) Mandatory technical review by a traffic consultant to determine adequate stacking lane length and aisle width. The applicant had submitted comments from their engineer addressing this criterion. There are no changes in the number of vehicles which may be queued in the lanes. The available length is shortened, but an additional aisle is added. Again, the proposal shall be evaluated for conditional use review: a. the capacity of municipal or educational facilities Staff does not feel that this project will adversely impact this criterion b. the planned character of the neighborhood Staff does not feel that this project will adversely impact this criterion c. traffic on roadways and highways in the vicinity CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\universitymall\chittenden_sketch.doc As previously noted, this proposal is projected to generate an increase in the vte's of the lot; however this will not have a net adverse effect. d. bylaws in effect This proposal is in compliance with the bylaws. e. utilization of renewable energy resources Staff does not feel that this project will adversely impact this criterion Other- Temporary Bank Trailer The applicant is proposing to temporarily locate a trailer on the University Mall site during the demolition and construction phase of the new building. The trailer is proposed to be located just south of the center entrance drive, in an existing parking lot. The trailer will be 24 x 60 ft and will include a walk-in entrance and drive -up window. The temporary trailer is proposed to be served by municipal water and sewer from within the Mall site and the trailer will temporarily occupy 29 parking spaces during construction. When the new bank is completed, the trailer will b removed and the site restored to its previous condition. The applicant is proposing a timeline of one year. Staff supports the location and duration of the proposed trailer, provided it is not installed before January 1, 2008. 15. The temporary bank trailer shall not be installed before January 1, 2008. The related 29 parking spaces shall not be compromised before January 1, 2008. 16. The temporary trailer shall be removed by a date to be determined by the Board. 17. The Board grants an additional, temporary, parking waiver of 29 parking spaces. RECOMMENDATION Staff recommends that the applicant address the numbered items above and proceed to preliminary plat application. Respectfully submitted, e1 I , ; i Cathyann LaRose, Associate Planner Copy to: Sheila McIntyre, Contact October 12, 2007 Summit Engineering, Inc. 50 Joy Drive South Burlington, VT 05403 RE: Chittenden Bank -University Mall Dear Sirs: The South Burlington Water Department has reviewed the sketch plans for the above referenced project. Please find my comments below. 1. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Champlain Water District Specifications and Details for the Installation of Water lines and Appurtenances henceforth the "CWD Specification." 2. The CWD Specifications are applicable to all new construction and reconstruction of water infrastructure. Variations from the CWD Specifications will not be permitted except as provided within the CWD Specifications. The appropriate CWD Supervisor as defined in the CWD Specifications shall determine the acceptability of any deviation from the those specifications. Private water lines and appurtenances shall be designed to the same standards as public water lines and appurtenances. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the same as those within the above referenced CWD Specifications. 3. The project shall be constructed, completed, maintained, and operated in accordance with the approved plans. No changes shall be made in the project without the written approval of the appropriate CWD supervisor. 4. The applicant, developer or owner of record shall procure all permits, licenses, and easements that may be required to complete planned construction, including payment of all applicable fees, and shall comply with all conditions set forth in each permit. 5. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the "Backflow Ordinance." Please contact this department for more information on the installation and proper setting of backflow prevention devices. 6. The existing water service line is not located where it is shown on these plans. I have enclosed a copy of the Dorset Street Water line As-Builts and a copy of the 3= Chow 01.15, H.455pedhgons C Cinarron1�40-H,45EkYator YODY OSluabwl4Cttu+AW+laNpaaIPON YS I SeEvack NmRppryCr y Y.1 '� ' lee FaeaFneF[xSR GewPrpUpopedt_ web MYNnaaw�i.�v �: OAFIITI 01�maneDSeF5N0 piMnmSRYAIFwW. .. reviaa. I 8F® Yy dISSFRAup 150FP,ntlawnmwmam. `� - - DRERAIWN 8 �� L Ptl�T up - RE 1NSDROFRO -' k'I cei puB GBveme 4nerdam,n MYbw dNduwry. Gnu wm nwbw.ase eewr.5., c -ras ' ¢N,anvpe CFmm Ayt-S'.B'wiiax43'aeeV CYwim S auR pma mR xmv.erow asaur.+en.ma sRarn - �0^x I yy�III DOOR OFERAtMp M'dDd s ry , o_ x�"k VrvbonwxF 6i.NDARD FGTURES unpWse epenllreur�n Crer SVud�¢mounbtla PO°anBb.ewtlKK�trNraWin,rvr �aavmereb �b.a�n< wim ab w:maa,oaemaa. oT1DRAV FEpwryltmEe ue vz u� s�T nsu¢�vwe. Z17 cnLVwpacc�l4rec�IwWDe, mlx, se nw sm I ounamanrcM wb v� yy, ns mn�wrsb.tl Wsp � r^ .+m..n.m.w++ _ - NDn�Na CCPFED ca I OlrOTiwm une tlab alwxn(=11MA ry IMme SRbryCdNbr Fexuna.E § Ica nay pve ero+Mw wmDmnedv ennwe b eebre(ANSI/A9MEAfT.11SbMabdlooM MOe uabtl lllryywylramlMnedorWmk. CaMrclqurhbl � ' ague poser Flweror reprownbXre. `I F�. �PLx�wvkEG CON us V CtrmM xisBee Moar,FyeESaq SRBeW COMB ex..: xubM.1/B>�PSa£AIt,N. nawree srerrnu�elc. ' � .LJ eeFLma T,tunoNroa,5vaE3.oRten�u ` - . Rerii 2.7.00 Wtedoea �Ap.q� dwENa ONeEFTI cHES Wmim 16 IS00 BB 6A 29 e�B' ai 2Ar SIDI( S-i Olrim Alf EBep t< 60 BO Si a g' air 6•i gnrwn ab MW ! B-0 i Oi rtt eir 6 pMARRON nBWTOR eIF6 Pv0 f,ARRC ryE9 ve.B vMum�MFbre einutrwewvmswoonre°sw a� y� : ooaR s�B�le a� T ,FORBlFEDS IeDA�NO�FPM ' RGNOF HoeTwnv . ECEIVED SEP 2 4 2007 City of So. Burlington Colin P. Lindberg, Architect CHITTENDEN BANK - TAFTS CORNERS 444 South Union Street 8,p�gte,1, V®anon, W ILLISTON, VERMONT 802-864.4950 A3 _ WEST ELEVATION SCALE; 1ia11_t.-p.. DATE: 2,15.00 MANI VIEW WELDED STEEL COVER FIXTURE sHldlow Box VERIFY HEIGHT— R WITH OWNER W STEEL PIPF, PRIME ANO PA1NT BLACK.-SMOQTiti CUT AND GRIND - ALL EDGES, CONCRETE FILL. TO NEXT FIXTURE — a N —. TO NEXT FIXTURE OR BUILDING SECTION DRIVE-THRU BOLLARD LIGHT DETAIL NO SCALE NOTE_ SEE ELECT. FOR FWLIRE CALLOUT 5tle'� SEP 2 4 2007 City of So. Burlington*° ** a * * Op e Revised: 2.7.00 Wiod— Colin P. Lindberg, Architect CRITTENDEN BANK- TAFTS CORNERS South Union Street Burlington, Burlington, Vermont WILLISTON, VERMONT A4 809-864-4950 SCALE: _ EAST ELEVATION DATE: 2as.00 K.Um: EKED 4 -_ 2.7.00 Wied— (t�ytJ" * � r • t Op R Colin P. Lindberg, Architect CAITTENDEN BANK - TAM CORNERS 444 South , Union Street 8urlingfonVerma�rt WILLISTON, VERMONT A5 80E-864-4950 - - - NORTH AND SOUTH scmx:. 1/4"=10" Im ]ELEVATIONS 2115.00. N/F UNIVERSITY OF VERMONT NF PURDY \ 17 EXISTING 3 TRO1111 �- r -`-I- NOIS WALL _ - 18 LH. /� /SHEI2IDANN/F 1 ` LAREAG U�1�99 19 /DRAAYE YANG, \\ \ 0 7LO LNG HANNAFORD'S �9 \\ ` 1 �WALSSH 19 / N/F ROBBINS \ \ 19 20 J i I 2D ♦♦ 1 HOME N/FYlu 19 GOODS ,e IU & CHUNG 19 19 N F ♦ I I 19 COUTURE \ N/F j 33 JOPPE-MERCURE 1 T L 32 31 SHERARD - \ '\ \I 25 I� N/F 1 0NO MEA 39 SAUER 37 39 +-N/F \ �Qo ` SEARS y MARCHESSAULT 1� 1\ \\ \\ AUTO ERVIC DATTILIO� CEN TE 1 N/F 1 1 I DESARNO I 1 1 UNIVERSITY MALL - PROPOSED CHITTENDEN BANK INFORMATION REVISED 9/24/07 TOTAL AREA 2.254,666 SF - 51.76 Acres COVERAGE INFORMATION Buildings: Total Impervious: Pervious Concrete: Gmenspace: GROSS LEASE AREA 618,846 SF Existing 2,690 SF Proposed 621,536 SF New total 1 I I I I N/F HORIZON HEIGHTS N/F SPEAR CUPOLA GOLF COURSE INC. SOWWBOUND 1-89 NORTHBOUND --.. j-_ BAS KOHL'S 1CcC. C2 8_� _ " ••��..... 2 t ,5 UNIVERSITY MALL EXISTING MALL � STORES JC PENNEY MALL ENTRANCE (Type) BON —TON LOADIN AREA `.�- M1 BEGIN • •.^ ` �' �� SEARS STORE �8 I PARKING STRUCTURE EXIT 8 8 8 8 I: T-B 8 8 T99 DORSET STREET PROPOSI CFNTIENI _ - - - - - - N/F I - RW IROBERGE N/F I N/F ABJ INC. I I IMCKENNAI ASSOC. REALTY� BOUTI W0001 ORSET SQUARE ASSOC .-�- 3 - i i I ( I I _� I p I I N/F I BARNES& I N/F I I %/ i I � I AMI BURLINGTON INC. (NOBLE SOUTH BURLINGTON� (✓ u. \\ ,'� REALM CORP. / I N/F /// SOUTH BURLINGTON N/F REALTY CORP. RW REALTY ASSOC. LOT COVERAGE IN 50' SETBACK ALONG DORSET STREET 704,855 SF Existing =31.3X Buildings: 2,640 SF Existing +251 SF Proposed -174 SF Proposed 704,906 SF Total -31.3% 2,456 SF New Total = 3.0% 1,686,681 SF Existing -74.8% PARKING impervious. 25,824 SF Existing +208 SF Proposed Total spaces = 3,155 Spaces -885 SF Proposed 1,686,a89 SF Total =74.BX 24,939 SF New Total = 29.8% Handicap spaces: 43 on site, 8 in parking structure = total of 51 +247 SF Proposed =<0.1X Greenapace: 55,069 SF Existing Breakdown of 3,155 Spaces: - +1.059 SF Proposed 567,985 SF Existing =25.2% 983 in Parking Structure 56,148 SF New Total = 67.2% -455 SF Proposed 2,172 on site TOTAL: 83,553 SF = 100% 567,530 SF Total =25.2% GRAPHIC SCALE L b-h - tooft. _... FR'E NAME MIAW 1 J 1 I I I 1 I I I 1 I 1 1 FUTURE ACCESS APPROVED BY CITY BUT NOT CONSTRUCTS N/F LARKIN, TARRANT HO & EHL LOT COVERAGE IN I.H.O. DISTRICT ALONG 1-89: BUILDINGS: 33,937 SF = 8.8X PAVEMENT: 144,705 SF = 37.7% GREENSPACE: 905,268 SF = 53 5% TOTAL: 383,910 SF = 100% iv �lA� I N/F TEKRAM • w EE E ' CREER V E D /CHA PLAII SEP 2 4 2007 City of So. Burlington DAT, NPN xn DFH 9PANW NPN SUMMIT SNGINNERIN®, INC 7kzxw ene . sun'aY rs. We - Land6aepe ArdYMON SM 50 Joy Drive R241-1 South Burlington, VT 05403 1'=100, But (802) 658-55W Fax (802) 658-3629 WNFR OF RECORD: UNIVERSITY MALL, LLC VOL. 778, PG. 63 C/O FINARD PROPERTIES, LLC 155 DORSET STREET SOUTH BURLINGTON, VT 05403 oA>F OVERALL PLAN 9/24/07 OR.4WN6' NO. CHITIENDEN BANK S1 UNIVERSITY MALL PRO. -CT NO 155 DORSET STREET SOUTH BURUNGTON, VERMONT GJ 723.0 - - L--end Property Line Line _ — -- — — — Lease Line — — — — — — — — — — — — Sanitary Sewer Line -------*'------- Water Line — — — — — — — ST — — — — — — — Storm Sewer Line Gas Line ulrl'r Underground Utilities 0 Light Pole � Hydrant ® Catch Basin 0 Manhole ® Water Valve ec Gas Valve Sign QE Transformer Telephone/CAN Box ft a art. K'-------------------------- — — — ----w-- caw.n sw..om ---------------------- I 72"8ucfNe D 0 R S E T S T R E E T -------------------- jr PI2_—_SS SITE AND GRADING PLAN w8l'y ur 5O. Burlington LANDSCAPING PLAN NPN/GDO EXISTING CONDITIONS OA7F 9/24/07 GRAPHIC SCALE SM LWA Wmkk CHITTENDEN BANK bWAWFNC NO. '0 '^ NPN SUMMIT ENGINEERING, INC UNIVERSITY MALL S2 QYEaw SM Bn9�naera • Surva . A.— • U d. A hft-b PROJECT NO. ( IN reax) 1 man - 20 tL srA 50 Joy Drive south eu ington, VT osa03 DORSET STREET SOUTH BURLINGTON, VERMONT 7723.08 ,X-1 MAW -g2avw 1I -20` Bu®. (602) 65e-e888 F.. (am) me -mg No Text 1--end Property Line — - - - - - - — Easement Line -- -- — — Lease Line -------Ss------- Sanitary Sewer Line ---- ----W------- Water Line -------sT------- Storm Sewer Line a Gas Line ulE/r Underground Utilities 0 Light Pole L Hydrant ® Catch Basin ® Manhole ® Water Vol -Gas Valve Sign QE Transformer D Telephone/CA TV Box Paved Drive M /l W------'-----"--------------------- ---- ----�Z4.G--------- I ------ t------.-v-- I I _� -_ --�..�Stamr Manhda (Marked Se ♦9 O a Rbn=31382 k-J10 68 (8" PVC) I Rknc JI397 nv-. =J0917 1T` 1( NortAJ J i 12i;,et( �s i—J0H32 02' PE) Inv=306,72 (Borten M-h.1I Ww �- i I C tdr Basin � 30" I. I I =309.68 (12` North) M (1T` EaefJ 313.e .-- 1 PE M/ME� 15e PE O 11< .e309.43 I REPLACE w/NEw C9 - a PERNOUS I. INV.11M.-M& P (/8' kl) I CONCRE'" IN -aegis (1s ail I �, I I 44 VAC IK na4 n mi � nee I• PorkMg nkld I 51�' I 7� PROPOSED I CHITTENDEN BANK o I 3561 sf BUILDING — _ _ 5090 ,sf w/ROOF LINE — n66 FFE 3t5.5 I „ I c.tm RM�313.J5 I nvmJI0.15 (12" West) \ \\ n AGPOLE3 Inv.=JIO.It (70" East) (6" REPLACEW 09 �v.-307-9 Per a» n+.. \\ ea ne Run- 13.B7 1nvs3/0.99� Eo.�' jti1Min __ I� 4./ 11AA,,.• n Herod Cdrerote Adeedk � � \ I r / ^ e Cawete 5lNe'alk. s PewO B&epaN uEt / \ ufT Po� atn t/ET ---------- ------sT----Ta�RZv -- -----------• n -- M-30928 (12" PE 1") O.mhe.d� (,a" CMP m) sgn sem.eara _----- W-- - - - - - - - - - - L_ 2"a,ahre ---------------W--- D OR SE T S TREE T / e SITE AND GRADING PLAN Plant Schedule: Trees and Shrubs K" Qtl. SN,n tific Nam, C.m an Nam, Sk& AM 4 Aronia melan.carpa 'viking' Black Ch.keb y 109.1. CC 1 C-is con.densis Eastern Redbud 2-25" col. CE 3 Clethm onifolia 'compacta' Compact white Surn—eet 3 gal. FS I F.gus s)t vtt- iive-W Rf— P-pie Beech 3-3.5, cal. GT 7 GYeditsia triancathos Hanejd—t 2-2.5" col. lG 3 1/- glob,. 'compacto• Compact Mkb y 5 gal. JP 9 Juniperus pracubens nano Dwarf J.p. Carden Juniper 2 gal. SB 5 Spired x buma/di Ylme Mound' Spires 3 gal. TO 3 Thup accidentolis 'rxhny Gold' Arborvitae 4-5' Perennials IS9.Y Q(IL Scientific Name Common Name S&A. HE 40 H—c.INs Assorted Dojdlies 35" pat VM 100 Wnca minor P.-InkM 2.25" cell Z 1 Z007 LANDSCAPING PLAN O%Z nY of Soe Buhington �. NPN/GDO a5szmw SKETCH PLAN ��� 9/24/07 GRAPHIC SCALE SM �RARN CHITTENDEN BANK bWANNC N2 NPN SUMMIT FNPdIINC UNIVERSITY MALL S3 CyEggp -LFd—p*A Engineers. Surveyors .Planners . lsntls a ArcMtecte PRO✓ECT NO. ( nr eser) ' s 50 Joy Drive South Burlington, VT DORSET STREET n p 7723.®8 1 m h - sort. FKE NA.NE� SG.WA9 '1�=2G' 1' Sue. (602) 658-5568 Faa (802) 658-3629 2) 658 SOUTH BURUNGTON, VERMONT am 1� Driveway N/F Paquette 1 Sty. I� \ WF ' House \ I I o, '� Utilities Exist — Vaul t/Pad i I W Con ete With Telephone Ben es Typ. I I Manhole RAMP STOP rK -- Of < < 0 \-�- __. m o TO o a d- 2 :2 C.4 h_ m \ 3 —CONNECT SEWER TO EXISTING MANHOLE 12 x26- Utility Easement Sidewalk 15,x15' U, Easement 1i M1 0 I TEMPORARY BANK WALL OCCUPY 29 PARKING SPACES CONNECT WATER TO FORMER DELORME HOUSE WATER SERVICE TransVrmer I Pad 3 I I ftENIUC- _4V4W'0 GRAPHIC SCALE 30 0 15 30 (INS) 1 inch = 90 & RECEIVE® S&j 2 4 200? City of SO. Burlington CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 11, 2007 Sheila McIntyre Summit Engineering 50 Joy Drive South Burlington, VT 05403 Re: Sketch Plan Application #SD-07-68 Chittenden Corp. Dear Ms. McIntyre: 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, October 16, 2007 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, �C Betsy McDonough Planning & Zoning Assistant Encl. LITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 October 5, 2007 Horizon Heights Condo Assoc. c/o Hickok & Boardman Referral Services 346 Shelburne Road Burlington, VT 05401 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the Friday before the meeting) for the October 16, 2007 Development Review Board meeting. It includes a proposal that abuts property you own. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. SUM11 I 'm "'111NEERING., Engineers i Surveyors + Planners + Landscape Architects October 11, 2007 Julie Beth Hinds City of South Burlington Department of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 RE: Proposed Modifications to Chittenden Bank, Dorset Street, South Burlington Drive -Through Bank Queuing Dear Julie Beth: Per our discussion regarding traffic studies for this above referenced development, I am providing information related to the proposed modifications and associated traffic generation and queuing. The bank is located at 55 Dorset Street. It is accessed off of Dorset Street by a signalized, 4 way intersection. There are no changes proposed to the intersection, the signal, or the configuration/alignment of the entrance drive. The circulation patterns within the Bank lease parcel will remain substantially the same with the exception of allowing for 2-way traffic into the primary parking area on the south side of the bank building, in lieu of the one-way circulation pattern that currently exists. The existing bank is 3,310 sf and will be expanded on the second floor for a total of 6,000 sf, for an increase of 2,690 sf. The modified bank will also add a 4ch drive -through lane for the ATM. You had requesting a queuing analysis for this modification to the site. Attached please find our response to your inquiry, along with a 3-sheet set of plans to illustrate the modifications discussed herein. Please do not hesitate to contact me should you need further information to describe the project. Sincerely, Sheila McIntyre Environmental Planner 50 Joy Drive South Burlington, VT 05403 Business (802) 658-5588 Fax (802) 658-3629 R Investigation of Traffic Queuing and Estimated Traffic Generation at Chittenden Bank University Mall, South Burlington Vermont September 25, 2007 Queuing at Drive -up Positions Existing Site: Three aisles extending from drive -ups 81' x 3 aisles = 243' available queue length 243 _ 257vehicle = 9 vehicles Proposed Site: Four aisles extending from drive -ups 57' x 4 aisles = 228' available queue length 228 - 257vehicle = 9 vehicles This queuing investigation is based on the portion of the site that is proposed to be modified from the existing condition. In addition to the nine vehicles that are queued in the aisles, there are currently approximately four additional spaces for queued vehicles that can be occupied without blocking the one-way drive around the building or obstructing the entrance. Modifications to the entrance with the proposed site design to provide for two way traffic in the parking lot, will allow for 4 additional spaces for queuing which would be obstructing the one-way drive around the building in its existing configuration. ITE Trip Generation: Employee Based - AM Peak Hour = 9.7 trip ends/employee PM Peak Hour = 11.8 trip ends/employee 4 additional employees = 4 x 11.8 = 47.2 trip ends Building Based - AM Peak Hour = 32.0 trip ends/1000 sf PM Peak Hour = 53.5 trip ends/1000 sf Drive -In Lane Based - 2,690 additional sf = 2.69 x 53.5 = 143.9 trip ends AM Peak Hour = 48.7 trip ends/lane PM Peak Hour = 75.7 trip ends/lane 1 additional lane = 1 x 75.7 = 75.7 trip ends Chittenden Bank Queuing and Traffic Generation September 25, 2007 Page 2 Correlation Factors (R) for all conditions were either poor or not given so the average rates were used. The manual count for the existing site conducted from 3:00 to 6:00 PM on Friday June 8, 2007 by Summit Engineering observed the PM peak hour traffic to be a total of 156 trip ends (78 in, 78 out). This being significantly lower than the trip generation numbers that would be calculated using the ITE numbers for the existing site indicates that the use of the average rates should be considered conservative and that trip generation rates lower in the stated ranges could easily be justified. F:\PEADATA\PROJECT\7723\TRAFFIC4.WPD SCHEDULE E Adjoiner Information Submit with the application a list of all adjoining landowners with mailing addresses. An "adjoiner" is a person or organization which owns or controls land or easements on lands which physically abut the tract or tracts of land on which your project is located. Be certain to include landowners on the opposite sides of highways, railways, and rivers (unless you can prove the highway is owned in fee by the state or municipality). Also include homeowner associations, utility companies, and others with significant legal interest in the project land. It is very helpful if you indicate the location of each adjoiner on your site plan. If you do not provide a list which is thorough and up-to-date, your application could be delayed because of improper notice distribution! NAME & MAILING ADDRESS Patricia J. Purdy 26 Brookwood Drive So. Burlington, VT 05403 Mark & Sarah Trombley 24 Brookwood Drive So. Burlington, VT 05403 Patricia E. Sheridan 22 Brookwood Drive So. Burlington, VT 05403 Dean Eric Draayer & Mao Draayer Yang 20 Brookwood Drive So. Burlington, VT 05403 Noreen F. Walsh 18 Brookwood Drive So. Burlington, VT 05403 Preston S. & Brenda L. Robbins 16 Brookwood Drive So. Burlington, VT 05403 Poon Yiu & Hap Mui Cheung 14 Brookwood Drive So. Burlington, VT 05403 Luella M. Couture 12 Brookwood Drive So. Burlington, VT 05403 Paul & Ann E. Joppe-Mercure 10 Brookwood Drive So. Burlington, VT 05403 John F. Shepard 8 Brookwood Drive So. Burlington, VT 05403 Michael C. & Irene L. Sauer 6 Brookwood Drive So. Burlington, VT 05403 Jacques P. & Sandra J. Marchessault 4 Brookwood Drive So. Burlington, VT 05403 Kenneth A. & Susan H. Dattilio 2 Brookwood Drive So. Burlington, VT 05403 Stephen D. Desarno 321 Dorset Street So. Burlington, VT 05403 Peter L. & Vilma C. Jacob 79 Suburban Square So. Burlington, VT 05403 (for 205 Dorset Street) Maurice E. & Theresa M 70 Fitzsimon's Road Jericho, VT 05465 (165 Dorset Street) Ruth E. Wood 174 Dorset Street So. Burlington, VT 0540350 Dorset Square Associates Paquette c/o Merve Brown 1350 Shelburne Road, Suite 200 So. Burlington, VT 05403 (for 150 Dorset Street) Larkin, Tarrant, Hoehl Partnership 410 Shelburne Road Burlington, VT 05401 (for 5 Dorset Street) Robert & Diane Smith 23 Concord Avenue Plattsburgh, NY 12901 (for 1 Dorset Street) State of Vermont Agency of Transportation Montpelier, VT 05602 ABJ, Inc. 6 Brownell Way So. Burlington, VT 05403 RW Realty Associates 222 Dorset Street So. Burlington, VT 05403 (also 196 Dorset Street) Johanna L. McKenna 200 Dorset Street So. Burlington, VT 05403 Angela E. Roberge & Yvonne L Boutin 192 Dorset Street So. Burlington, VT 05403 AMI Burlington, Inc c/o David Ramsey 108 Dorset Street So. Burlington, VT 05403 Barnes & Noble 1400 Old Country Road Westbury, NY 11590 (for 102 Dorset Street) Tekram Partners 2 Corporate Way So. Burlington, VT 05403 (100 Dorset Street) University of Vermont State Agricultural College 85 So. Prospect Street Burlington, VT 05401 Horizon Heights c/o Hickok & Boardman Referral Services, Inc 346 Shelburne Road Burlington, VT 05401 Cupola Golf Course, Inc. 270 Quarry Hill Road So. Burlington, VT 05403 Per City of South Burlington GIS Mapping Site, September, 2007. University Mall Planned Unit Development, 155 Dorset Street, South Burlington Chittenden Bank Expansion September 21, 2007 Water and Sanitary Sewer Basis of Design Proposed Sewer Design Flow Increase (Vermont Environmental Protection Rules) Chittenden Bank, 4 New Employees 15 GPD/Employee = 60 GPD Reduction for connection to a municipal wastewater system (-20%)= -12GPD Total New Sewer Design Flow Increase 48 GPD Proposed Water Design Flow Vermont Water Supply Rules) Chittenden Bank, 4 New Employees 15 GPD/Employee = 60 GPD Reduction for water conserving fixtures (-10%) Total New Water Design Flow Increase = -6 GPD 54 GPD Note: During construction of the bank improvements, the existing bank and 10 existing employees will be relocated to a temporary field office at University Mall. During this period, no new employees will be added, however, there will be new water and sewer connections to serve the temporary office. The temporary office will be decommissioned when the bank project is complete, and the existing 10 employees and the 4 new employees will occupy the new bank building. CC F IMMIor " Nr7`#11l Engineers * Surveyors + Planners + Landscape Architects September 24, 2007 Development Review Board City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: University Mall PUD,155 Dorset Street, andChittenden Bank Reconstruction, 55 Dorset Street - Sketch Plan Review Dear Board Members: On behalf of University Mall, LLC (Owner) and Chittenden Corporation (Applicant), I am submitting an application for Sketch Plan Review to reconstruct the existing Chittenden Bank building on Dorset Street. The University Mall is a 51.76 acre Planned Unit Development (PUD) that includes the Chittenden Bank lease parcel of 34,286 sf. The bank lease parcel is located toward the north end of the mall site, which is accessed by its own signalized intersection at Dorset Street (55 Dorset Street). The project involves the demolition of the existing bank building and construction of a new brick building on the existing lease parcel. There are no changes proposed to the intersection or vehicle access to the site. It is the intention of the plan to preserve the existing site function and general layout, with minimal disturbance to the surroundings. It is also the intention of the plan to create an updated, efficient building that adds an aesthetic attribute to the north end of Dorset Street and to the University Mall site. The building will be comparable to the Chittenden Bank building in Taft Corners in Williston, and we have included the architectural plans for that building to this sketch plan package as an illustration of the buildings size and character. The proposed building will add 2,690 sf of floor area primarily as a second floor, and it will add a new (4th) drive -through lane to serve the ATM. The bank will also increase the capacity to add 4 new employees to the existing 10 employees, for a total of 14 staff. Our projected water and sewer flows for this increase is attached. Demolition of the existing structure will warrant a new temporary bank facility to serve their customers during the construction period. The temporary bank will be a trailer set up on the University Mall site. Operations will be relocated to the temporary facility until such a time the bank is re -occupied, and the trailer will be removed and the site restored. The temporary bank will be served by municipal water and sewer, as noted on the 11 x 17 plan entitled "Temporary Bank." It will occupy 29 parking spaces at University Mall for a period of approximately one year. 50 Joy Drive South Burlington, VT 05403 Business (802) 658-5588 Fax (802) 658-3629 If you have any questions about the materials provided, please do not hesitate to contact me. Sincerely, Sheila McIntyre Environmental Planner Attached: 5 copies of plans $125 application fee signed application a ---E E E — ! I II Driveway II "iF Paquette i II ---J s I 1 sty. WT- House I I (On L\\\\\ I I 'c Uti/hies —�� I Exist' y 1 Vau/t/Pad i I I Con ete With I_ I 1 Telephone cc l Ben es Typ. I Manhole W / E. 4 NOTE;. TEMPORARY BANK WILL OCCUPY 29 PARKING SPACES REC77!VE® GRAPHIC SCALE .. : t... 30 0 15 30 ~ - L ' City ol So. i3ur; n­ CONNECT WATER ( IN FM) TO FORMER i inch - 30 & DELORME HOUSE WATER SERVICE 15'x15' UkPad —CONNECT SEWER EasementTO EXISTING MANHOLE rmer12x26' Utility 1 EUMMIT �NOINERRINBI, IN Easemen f E/ec trMeter "° • 3"'oy'e"` • Pliornaa . Lar"do°°°°'iroMt�'Sidewalk — 50 Joy Drive South Burlington, VT 05403 fZENAILS° .A7lfRW Bus. (802) 658-55M Fox (802) 658-3629 N RAMP STOP g a }- w g QQO O�G010 3 CL -4- W�ZN ~ \ m I 3 w TEMPORARY BANK aA)z 9/24/07 OR,4/hWG NO CHITTENDEN BANK S4 UNIVERSITY MALL F3Pr Or NGO UNIVERSITY MAIL •�-�A�•/�� / , ` V� SOUTH BURLINGTON, VERMONT © l Permit Number SD- - (9 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 #) University Mall, LLC c/o Finard Properties, LLC, 155 Dorset Street, South Burlington, VT 05403 #(802) 863-1066 (p) #(802) 863-5836 (f) 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 778 Page 63 3) APPLICANT (Name, mailing address, phone and fax #) Chittenden Corporation, c/o Christopher Bishop, Vice President Two Burlington Square, Burlington, VT 05401 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) lease 5) CONTACT PERSON (Name, mailing address, phone and fax #) Sheila McIntyre, Summit Engineering, Inc., 50 Joy Drive, South Burlington, VT 05403 #(802) 658-5588 (p) #(802) 658-3629 (f) 6) PROJECT STREET ADDRESS: Chittenden Bank, 55 Dorset Street, South Burlington, VT 05403 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 21/0570-00155 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) The existing use is a shopping center with704,655 sf of building in multiple structures with mixed uses. (Refer to Overall Site Plan). b) Proposed Uses on property (include description and size of each new use and existing uses to remain) No change of use. The project involves the reconstruction of the Chittenden Bank at its existing location with a two-story bank. The footprint of the bank will change from 3,310 sf to 3,561 sf and the gross leasable area (gla) will change from 3,310 sf to 6,000 sf, and total increase of 2,690 sf of gla. C c) Total building square footage on property (proposed buildings and existing buildings to remain) 704,906 sf d) Proposed height of building (if applicable) The proposed building height will be 20 ft to the eaves (2 story) with a pitched roof and cupola for a total maximum height of 47 feet. The proposed bank improvements will be comparable to the existing Chittenden Bank at Taft Corners in Williston. The elevation drawings for the Williston project have been included to demonstrate the proposed building size and scale. 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) The University Mall is a pre-existing, non -conforming lot with respect to lot coverage, which is currently 74.8%. The percent lot coverage will not increase with the proposed bank improvements. Previous approvals for parking ratios at the Mall have been 5.05 spaces per 1000 sf gla. At this ratio, the bank expansion requires 12 additional parking spaces for the University Mall PUD. At the standard ratio of 5.5 spaces per 1000 sf gla, this project would require 15 new spaces. We are providing 3155 total parking spaces for this PUD, or 27 more spaces than previously approved. We are requesting a waiver of the City requirements for a total of 3155 parking spaces, or a ratio of 5.07 spaces per 1000 sf gla. The existing front yard building coverage is 3.2%. 174 sf of existing bank building will be removed from the front yard setback and 885 sf of pavement will be converted to greenspace for a total reduction of impervious area of 1.3%. During construction, the existing bank operations will be moved to a temporary trailer on the University Mall site. The trailer will be located just south of the center entrance drive, in an existing parking lot. The trailer will be 24 x 60 ft, and will include a walk-in entrance and a drive -up window. The temporary trailer will be served by municipal water and sewer from within the Mall site, and the trailer will temporarily occupy 29 parking spaces during construction. When the new bank is completed, the trailer will be removed and the site restored to its previous condition. It is anticipated that the trailer will be in use for approximately one year. 9) LOT COVERAGE a) Building: Existing 31.3% Proposed 31.3% b) Overall (building, parking, outside storage, etc) Existing 74.8% Proposed 74.8% c) Front yard (along each street) Existing 34.1% Proposed 32.8% 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) Refer to the Site Plan for location of existing lease lines and utility easements in the vicinity of the project site. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) The proposed bank will be served by municipal water and sewer as noted on the Sketch Plans. Proposed storm flows will be handled by existing systems. There will be no extension to or relocation of city streets as part of this development. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) See attached. 13) ESTIMATED PROJECT COMPLETION DATE October 1, 2009. 14) PLANS AND FEE Refer to attached. Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. A sketch subdivision application fee is $125. 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. SIGN z URE O APPLIC T �T SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: q1V �� z REVIEW AUTHORITY: [ J' Development Review Board ❑ Administrative Officer I have reviewed this site plan application and find it to be: L Complete /? ❑ Incomplete of Planning & Zoning or Designee 4 Date City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 October 24, 1996 Mr. Michael Houle Chittenden Bank Two Burlington Square Burlington, Vermont 05401 Re: Letter of Credit #1369 Dear Mike: ZONING ADMINISTRATOR 658-7958 This letter will authorize release of letter of credit #1369 issued on July 29, 1993. Site improvements to the Chittenden Bank, Dorset Street branch have been completed to the satisfaction of the City. If you have any questions pertaining to this matter, please don't hesitate to call me. Very truly, Richard Ward, Zoning Administrative Officer RW/mcp July 29, 1993 City of South Burlington 575 Dorset Street South Burlington, VT 05403 Attn: Richard Ward Re: Irrevocable Standby Letter of Credit #1369 Chittenden Bank 2 Burlington Square Burlington, VT 05401 Attn: Christopher Bishop Gentlemen: We hereby establish our Irrevocable Standby Letter of Credit #1369 in your favor for the account of Chittenden Bank up to an aggregate amount of $7,650.00 available by your draft or drafts on us at sight accompanied by a signed statement that these funds are due you under the terms of your agreement with Chittenden Bank. All drafts must be marked under Letter of Credit #(1369. We engage with you that all drafts drawn under and in compliance with the terms and conditions of this credit will be duly honored on delivery of documents as specified if presented at this office on or before November 15, 1993. We confirm the credit and thereby undertake all drafts drawn and presented as above specified will be honored by us. Except so far as otherwise expressly stated, this credit is subject to the "Uniform Customs and Practice for Documentary Credits (1983 Revision), International Chamber of Commerce Publication #400." Very truly yours, Michael C. Houle Vice President Two Burlington Square, Burlington, Vermont 05402 (802) 658-4000 One of the financial services of Chittenden Corporation LETTER OF CREDIT AGREEMENT THIS AGREEMENT, in triplicate, by and between Chittenden Bank , hereinafter referred to as "Developer", the CITY OF SOUTH BURLINGTON, hereinafter referred to as "Municipality", and hereinafter referred to as "Bank". W I T N E S S E T H WHEREAS, Developer has received site plan approval from the Municipality's Planning Commission for the construction of a Bank renovation as depicted on a plan entitled Additions and Renovations, Chittenden Bank Dorset Street , dated 03/22/93 , prepared by Colin Lindberg . and WHEREAS, Developer is required by said approval, at its own expense, to complete certain public improvements; and WHEREAS, the parties to this agreement wish to establish a mechanism to secure the obligations of the Developer as set forth above, and WHEREAS, the Bank executes this agreement solely in the capacity of issuer of the Letter of Credit hereinafter specified. NOW, THEREFORE, the parties hereby covenant and agree as follows: 1. Developer will at its own expenses complete the following improvements in connection with its development: Landscaping required because of site plan approval 2. Developer will convey to the Municipality by properly executed Warranty Deed, free and clear of all encumbrances, the roadways, easements, and other public improvements prior to the Municipality granting any zoning permits to the developer. 3. The Developer shall complete the improvements set forth in paragraph one no later than _ November 15, 1993 4. The Developer shall repair or replace any faulty or defective work or improper material which may appear within year of completion. 5. For the guaranty of Developer's performance of all requirements hereinabove set forth, Developer and Bank agree that the sum of $(Amount set by planning commission or its designee) shall be set aside and held in escrow by the Bank and shall be available for payment to the Municipality, in accordance with the terms herein set forth. 6. If the Municipality shall file with the Bank a statement that Developer is in the judgment of the Municipality in sixty (60) day default under the terms of this agreement, the Bank shall from time to time pay monies from said escrow fund to the Municipality to complete the improvements and requirements set forth in this agreement. 7. The Municipality will promptly submit to the Developer a copy of such statement as it files with the Bank. The consent of the Developer to such payment by the Bank to the Municipality shall not be required. The Bank shall incur no liability to the Developer on account of making such payment to the Municipality, nor shall the Bank be required to inquire into the propriety of any claim by the Municipality of default on the part of the Developer or into the use of such funds by the Municipality in completing such improvements. The Municipality shall not file with the Bank a statement of default until sixty (60) days after notice has been sent by it to the Developer by certified mail, return receipt requested, setting forth its intention to do so. 9. All monies released by the Bank to the Municipality pursuant to paragraph 6 shall be used by the Municipality solely for the purpose of.performing obligations imposed upon the Developer by that portion of this agreement upon which the Developer is then in default. Any work to be performed 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 with its own work force and equipment or shall be accomplished in such manner as in the judgment of the Municipality shall accomplish the work most expeditiously and economically. 10. If monies are released by the Bank to the Municipality pursuant to paragraph 6 and it shall later develop that a portion of the released monies are surplus to the Municipality's needs, any such surplus shall be refunded by the Municipality to the Bank to be held and distributed by the Bank pursuant to the terms of this agreement. 11. The Bank will not refuse or delay to make such payments to the Municipality when requested by the Municipality by the appropriate statement, and Developer will not interfere with or hinder such payments by the Bank to the Municipality. Said -2- statement shall contain a certificate of 'compliance with the notice requirements of paragraph 8 of this agreement. 12. This agreement shall terminate and shall be of no force or effect upon performance of all requirements contemplated hereby and the completion of the warranty period set forth in paragraph 4. 13. Upon request of Developer, but only at the sole discretion of the Municipality, the Municipality may release a portion of said escrow funds if the Municipality believes that the retention of said funds is not necessary to protect its interests after a portion of said work has been completed. Bank may release such funds only upon written consent of the Municipality. 14. Notwithstanding the provisions of paragraph 13 the sum of $ 7,650 shall be in any event maintained in escrow until certification to the Bank by the Municipality of the completion of the warranty period set forth in paragraph 4. 15. This agreement shall not only be binding upon the parties hereto, but also their respective heirs, executors, administrators, successors and assigns. Dated this J �% day of ( , 19 e IN THE PRESENCE OF• Y(DEVELOPER) a By: 0, L�� Its Duly Au horized Agent u RAI By: _ CITY F SOU BURLINGTON Its Duly Aut orized Agent By: Its Duly Authorized Xgent -3- City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT05403 FAX 658-4748 PLANNER 658-7955 March 8, 1993 Chris Bishop Chittenden Bank 2 Burlington Square Burlington, Vermont 05401 Re: Zoning appeal Dear Mr. Bishop: ZONING ADMINISTRATOR 658-7958 Be advised that the South Burlington Zoning Board of Adjustment will hold a public hearing at the City Offices, Conference Room, 575 Dorset Street on Monday, March 22, 1993 at 7:00 P.M. to consider your request for a zoning variance. Please plan to attend this meeting. Very truly, _ Q Richard Ward, Zoning Administrative Officer 1 Encl RW/mcp Official Use + City of Sd n Burlington APPL( .TION # Application to Board of Adjustment 2 4,!111 C� HEARING DATE ✓� �/' / Date 3_ FILING DATE Applicant.. - Owner, 1'easee agent FEE AMOUNT Address , S6, JJJ . Telephone # &6,6-- Landowner V I.U. (.c �`�jQ� Address W1 (V%51� �. &AW Location and description of property Type of application check one ( ) appeal from decision of Administrative Officer( )request for a conditional use ( ) request for a variance. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month (second and fourth Mondays). That a legal_ advertisement mtist appeal a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the earing ` `v ao Provisions of on ordinance in question G l %�� 0 0 '� �c� �,�r.., ,.v/ Reason for appeal The owner or applicant should submit along with this application (8 copies) plans, elevations, landscaping diagrams (drawn to scale) traffic data and any other additional information which will serve as support evidence to the Board. Hearing Date Signature f Appellan Do not write below this line SOUTH BURLINGTON ZONING NOTICE In accordance with the South Burlington Zoning Regulations and Chapter 117, Title 24, V.S.A. the South Burlington Zoning Board of Adjustment will hold a public hearing at the South Burlington Municipal Offices, Conference Room, 575 Dorset Street, South Burlington, Vermont on Day of Week at to consider the following: Month and Date Time Appeal of .w s seeking Jzprt/yL a'tA q4 a from Section / V. of the South Burlington Regulations. Request is for permission to (� CHITTENDEN BANK 55 Dorset Street Area zoned C-1 District. Section 18.00 Area, density and dimensional requirements, minimum rear yard 30 feet, proposed 26 feet. Existing drive-thru canopy approximately 20'x44', new canopy same size relocated in the rear of building. Northerly curb cut to be closed by Dorset Street improvements. 9)Cx^,.O Ale- - rur � �, � ` _y, :' _ .. _... `y . � . ., _ — .., �� — _. . —,.. _ s _-- — — — - - -- ,,. . .f � ,, ; . y i,. `x � � � t• 1� /I� t � ,t ti i�/� � � `, ; � e l;� � ` . � �y � 1)� � +fit �: f �' � j � ) f! �; � � �:.f ��8;, ��'i�.i�4,� � ., `� t � .�S�b1t � � i ; Y y � � � � ..1�9� �1 .'�� � � �.; BY — PASS LANE _DR2V UP. LANDSCAPING MATERIALS A = EXIS77NG APPLES B = FOUADA77ON PLAN77NG - 2-1 /2' YEW - SPREADING L� C = LITTLE LEAF LINDEN- 2-1/2' CAL 0 PARKING 2$ CARS Go -'co co: Co7 co D = FXIS77NG LAWN E = COTTON WOOD 7U BE REMOVED LIGHTING FIXTURES 1. 12' TWIN HEAD DOWN LIGHTS W a 2. SIGN UP LIGHT o W I I 3. SIGN DOWN LIGHT jw 4. RECESSED CANOPY LIGHTS 317anes I Z I S. SOFFIT DOWN LIGHT Q rt I O 6..SECURITY CAMERA LIGHTS 317anc. I I. CENTER L=GHT ' I � :i L I G o co ' E lr % .... i� /t i i i i i i "t• „'� ���' i�'1� I I i i I i i i i i i � � � x� 'il i i i_ i i i i i i i i • i i i �• =t Vic[ �' �.. N ��-• .. MCI mlk Y i F t W r*rt'r K'y�'" + },► al' t HITTENDEN TRUST COMPANY � � • . ` t;�` . �� fit;, � .. tY .��. •4�Q��� ' r • r �''i•�•"'�'�'�L-�t7 w+ Y �}�rl�J9 HANDICAP _ ------ _. — (ss! 1�•� Fg7'ru`1^.,s%'�{1L3 h! _ j s jd' lit ,. t Y`f n 11r��f' �i i�F ii ��t3 ���lli .u� Ji♦�� ��'� ' 16ery�"77..tr�' c q cKGt•�Gm +�%-�.fl�l� 'H { .` �i� 11L E�§ ,�jiti��'A•�.v'ii'y�, t _?� l.. V . 'Y�� v`,•'glil "t '! �N C fti3'A j„•s.,.. Te. _•(J .. 1 ti• r � :Y'r "S �1�3 I�J r¢+• 4 i y� yy 4 ♦ `t.3 f �,:1{ tP+ir' ?�'�j}a�'�'�' • i► iY�S � l�R t � I i r { :i�24 4:�df75f}'..••'Sa9�YQ��3�Ai'r1�. �.tt .. kyy0.5' 33'MCC�.t�SJr Ht 33 11. _� . .W DORSET. STREET SITE PLAN EXISTING CONDITIONS SCALE: 1 " = 20' 00 • N-ODES: ,._ #4 Appeal of Bret Kernoff seeking a variance from Section 18.00 Area, Den- sity and Dimensional Re- quirements and Section 19.104b Front Yards of the South Burlington Reg- ulations. Request Is for permission to construct a 405 square foot addition for use as storage space onto a 3,105 square foot retail building which would: (1) project 12'8" into the required 15 foot side yard setback. (2) in- crease front yard cover- age from 72.2% to 77.8% ((maximum allowed is' 30%) and (3) increase overall coverage from 89% to 92.4 % (maximum allowed is 70%) on an 11,680 square foot lot 10- cated at 1203 Williston Road. #5 Appeal of Chittenden Solid Waste District seek- ing a variance from Article III, Conservation and open Space District of the South Burlington Reg- ulations. Request is for permission to allow a 3500 square foot biosc- lids processing facility with a 30 foot diameter product silo 32 feet in height to be constructed in the Conservation and open Space District. The proposed use is neither a permitted nor a conditio- nal use in this district. This facility is proposed to be located on a 64 acre site owned by the City of South Burlington at 1015 Airport Parkway. #6 Appeal. of Chittenden bank seeking a variance from Section 18.00 Area, Density and Dimensional Requirements of the South Burlington Regula- tions. Request is for per- mission to construct an 800 square foot drive -up facility canopy which would project four (4) feet into the required 30 foot rear setback on a 34,600 square foot lot located at 55 Dorset Street. #7 Appeal of David Flagg seeking approval from Section 13.20 Conditional Uses, subsection 13.202 Automobile and marine sales and service of the South Burlington Regul tionsRequest is for pe mission to construct a So' x 128' building for use as an automobile and marine sales and service facility on a 2.9 acre lot located at 10 Gregory Drive. Richard Ward Zoning Admistrative officer March 6, 1993 SOUTH BURLINGTON ZONING NOTICE In accordance with the South- Burlington Zoning regulations and Chapter 117, Title 24, V.S.A. the South Burlington Zoning Board of Adjustment will hold a public hearing at the the South Burlington Municipal Offices, Confer- ence Room, 575 Dorset Street, South Burlington, Vermont on Monday, March 22, 1993 at T: 6 P.M. to consider the following: #1 Appeal of Bruce, Robert and Shirley Butterfield seeking a vari- ance from Section 18.00 Area, density and dimen- sional requirements of the South Burlington Regula- tions. Request is for per- mission to construct a two-story, single family dweeling containing ap- proxiamtely 1780 square feet with a 430 square foot attached garage to within thirty (30) feet of the front yard and twenty- eight (21) feet of the rear yard' on a lot containing approximately 9800 square feet located at 71 Bartlett Bay Road. #2 Appeal of Raipph Goodrich, Eugene Morris- sey agent, seeking appro- val from Section 10.20 Conditional uses subsec- tion 10.204 Business, pro- fessional offices of the South Burlington Regula- tions. Request is for per- mission to construct an 18,000 square foot, 3 sto- ry general office building on a lot containing 1.02 acres, located at 550 Hi- nesburg Road. #3 Appeal of Frank R. Naef seekingg appproval from Section 1320 Condi- tional uses sub section 13.210 and Section 19.65 Multiple uses of the South Burlington Regulations. Request is for permission to occupy an existing 24'x 38'. 2 story structure with a retail area of 240 square feet and approxiamtely 1600 square feet of gen- eral office area in con- junction with an auto body shop and storage facility on a lot containing 30,000 square feet bcated at 1908 Airport Parkway. -BANK Mr. Dick Ward Zoning Director City of South Burlington South Burlington, VT 05403 Dear Dick: March 12, 1993 FAX TRANSMISSION Thank you for taking the time on Tuesday to discuss Chittenden Bank's zoning application for our Dorset Street office. We would like to proceed with the zoning board hearing your office scheduled for March 22, 1993. As I understand it, the rear lot set back will be considered at that time. We are currently unable to give specific information of the dollar value of the renovation, as it relates to a percentage of our total property value. I appreciate your willingness to allow us to proceed with the March 22nd, hearing. Please call me at 660-1302 if you have any questions. Thank you. Sincerely, Christopher D. Bishop Vice President and Facilities Manager Copy to Jon Anderson, Esq. Colin Lindberg, Architect Two Burlington Square, Burlington, Vermont 05402 (802) 658-4000 One of the financial services of Chittenden Corporation City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 June 1, 1993 Chris Bishop Chittenden Bank Two Burlington Square Burlington, Vermont 05401 Re: Addition, 55 Dorset Street Dear Mr. Bishop: ZONING ADMINISTRATOR 658-7958 Enclosed please find a copy of the Findings of Fact and Decision for the 4/13/93 Planning Commission approval. Please note the conditions of approval and the requirement that a zoning/building permit be obtained within six (6) months of the date of approval. If you have any questions, please give me a call. S' cerely, n I �t 1,17T-2- J Weith, C ty Planner 1 Encl JW/mcp cc: Colin Lindberg City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 May 17, 1993 Chris Bishop Chittenden Bank Two Burlington Square Burlington, Vermont 05401 Re: Addition, 55 Dorset Street Dear Mr. Bishop: ZONING ADMINISTRATOR 658-7958 Enclosed is a copy of the April 13, 1993 Planning Commission meeting minutes. Please note the conditions of approval and the requirement that a zoning/building permit be obtained within six (6) months of the date of approval. If you have any questions, please give me a call. 7cerely, t J Weith, C ty Planner 1 Encl JW/mcp cc: Colin Lindberg PLANNING COMMISSION 13 April 1993 page 6 public street, the 2-way access near the present bank. He said they generally agree with traffic counts. One concern is that there are some trees at the intersection of the frontage road and O'Dell that might obstruct site lines. They still disagree with a 2-way bike lane on the south side of O'Dell because they feel it is not safe. Regarding the Citgo curb cut, Mr. Lamoureus said they have seen Ben Franklin traffic using this as a short cut and feel it is a safety hazard. Mr. Collins, also representing Heathcote, noted the triangular piece now shown as landscaping is actually a deeded right-of-way. Mr. Craig said that is a problem between Heathcote and Farrell. Mr Heilmann said they don't agree this is a right-of-way for vehicle access back and forth. Regarding the timing of when the city takes over O'Dell Parkway, Mr. Weith said if the city takes it over immediately, a turn- around will be needed; otherwise, the applicant will maintain it. Regarding street lighting on O'Dell, there will be require- ment for a type of light that can be maintained by Green Mountain Power. Mr. Marshall said they are looking into that. Mrs. Maher then moved to continue the application until 27 April. Mr. Austin seconded. Motion passed unanimously . 6. Site plan application of Chittenden Bank to relocate a 900 sq. ft. drive -up canopy and construct a 200 sq. ft. entrance vesti- bule, Dorset Street: Mr. Lindberg explained that the changes are needed because o` the widening of Dorset St. which has affected the site. They will need an access to the drive -up facility which crosses in front of the bank, and they also have to change the location of the drive - up windows to provide for stacking space. The curb cut previous- ly used for access to the drive -up windows will be closed. Mr. Teesson commented on the tightness of the parking lot. Mr. Sheahan said he would like to see the screening in the north- east corner as recommended by staff. Other members agreed. Mr. Bishop said they can provide this if it doesn't interfere with what the state does as part of the Dorset St. project. Mrs. Maher noted the Fire Chief has requested a hydrant at the entrance. Mr. Bishop said this project is not being done at their intitiative, and they are having discussion with staff, the City Council, etc., on this to try to get compensation for the work they have to do. Mr. Weith said he wasn't sure where the closest hydrant will be as part of the Dorset St. project. Members didn't feel strongly about requiring it. PLANNING COMMISS_ION_ 13 April 1993 Mr. Austin moved the Planning Commission approve the site plan application of Chittenden Bank for relocation of a 900 s . ft. drive -up canopy and construction of a 200 sq. ft. entrance --------------- ------------------- vestibule as de�ictedWon a plan entitled "Chittenden Bank Dor- set Street, South Burlin ton, Circulation Revisions," prepared by Colin P. Lindberg and dated 12/8/92,Wlast revised 3/22/93, with the following stipulations:. 1. All _previous approvals and stipulations which are nots__uper- seded by this approval shall remain in effect.WWW 2. The applicant shall post a $7,650 landscaping bond prior to issuance of_a�zoning /building permit. The bond shall remain in effect for three (3) years to assure that the planted lands22i= has �taken �root and has aWgood chance of surviving. 3. The plan_shall be revised EEL2r to issuance of a_zoninq/ building -permit -to show_ additional landscaping in the northeast corner -of the property tobetterscreen the drive -through _service area from Dorset - Street. W The revised-plan-shallrequire�approval b the City Planner. 4._All exterior_lightinq-shall be downcastinq a_nd__shielded and shall not cast light bondWthe property line. WAn��changeWin ex- istinq lightiinq orWnew Wlighting shall Wbe�approved Wby the Cit�� Planner prior to installation. 5. The site �plan �approval shall not be construed as approval to alter �aWnoncomplyin structure. The decision of whether or not ----------------- - - --- - ---- - ------------------------------ to approve an alteration to a_noncom 1 in structure shall be -- - - -- - - - - - - --r- y y ._ u Y_ �_.._. made by theWZoning Administrator in accordance with Section n 19.002 of the Zoniiegulations. W �4W4� 6_. The applicant_ shallildi _ obtain a zoningZbung permit within six (6) months or this a roval is null and void. 7. The applicant shall obtain a Certificate of Occupancy from the administrative officer -prior_ toWuse Wof�the �new Wdrive-through ser- vice area and canopy.� W��WW 8. Any changes to the site plan shall require Planning Commission aREroval_ Mr. Teeson seconded. Motion passed unanimously 8. Site plan applicatiion of Eugene & Dan Morrissey for con- struction of an 18,000 sq ft. building for general office use, 550 Hinesburg Rd.: wf, MOTION OF APPROVAL CHITTENDEN BANK, DORSET STREET I move the South Burlington Planning Commission approve the site plan application of Chittenden Bank for relocation of a 900 square foot drive -up canopy and construction of a 200 square foot entrance vestibule as depicted on a plan entitled "Chittenden Bank, Dorset Street, South Burlington, Circulation Revisions", prepared by Colin P. Lindberg and dated 12/8/92, last revised 3/22/93, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The applicant shall post a $7,650 landscaping bond prior to issuance of a zoning/building permit. The bond shall remain in effect for three (3) years to assure that the planted landscaping has taken root and has a good chance of surviving. 3. The plan shall be revised prior to issuance of a zoning/building permit to show additional landscaping in the northeast corner of the property to better screen the drive - through service area from Dorset Street. The revised plan shall require approval by the City Planner. 4. All exterior lighting shall be downcasting and shielded and shall not cast light beyond the property line. Any change in existing lighting or new lighting shall be approved by the City Planner prior to installation. 5. This site plan approval shall not be construed as approval to alter a noncomplying structure. The decision of whether or not to approve an alteration to a noncomplying structure shall be made by the Zoning Administrator in accordance with section 19.002 of the zoning regulations. 6. The applicant shall obtain a zoning/building permit within six (6) months or this approval is null and void. 7. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer prior to use of the new drive -through service area and canopy. 8. Any changes to the site plan shall require Planning Commission approval. (mo-cb) Memorandum - Planning April 13, 1993 agenda items April 9, 1993 Page 6 The new bank lighting will consist of soffit lighting with no glare effects. Lighting at Bambino's and Ben Franklin will not change. All existing lighting should be appropriately shielded and directed so as not to cast light beyond the property lines. Other: --- vacuum island for car wash should be identified on plan. --- all dumpsters on the site will be screened with a six ( 6 ) foot stockade fence. --- the existing eight (8) foot stockade fence located behind Bambino's will be relocated to the north side of the new parking area. --- road cross sections should be submitted for final plat. --- fire hydrant symbol should be consistent through out the plans. --- the name of the abutter "Reyes" should be correctly spelled on sheets C-2, C-3 and SE-1. 7) CHITTENDEN BANK - DRIVE -UP RELOCATION - SITE PLAN This project consists of the relocation of a 900 square foot drive - up canopy, construction of a 200 square foot entrance vestibule and a 200 square foot drive -up window to an existing drive -up bank facility. These changes are being made as a result of the Dorset Street reconstruction and the loss of one (1) curb cut. A variance was granted by the Zoning Board of Adjustment on 3/22/93 to allow the canopy to encroach into the rear setback. This property located at 55 Dorset Street lies within the Cl District. It is bounded on the north by the access road to the Park Construction site and Howard Johnson's motel and restaurant, on the west by the Park Construction site, on the south by the University Mall parking area and on the east by Dorset Street. Access/circulation: The property currently has two (2) curb cuts. The northerly curb cut will be closed as part of the Dorset Street reconstruction project and the southerly curb cut will be widened to 35 feet. The remaining curb cut will access Dorset Street at the signalized intersection opposite the access to 100 Dorset Street and will have one (1) ingress lane and two (2) egress lanes. LI 4M1� 1'�—ee—y2 Memorandum - Planning April 13, 1993 agenda items April 9, 1993 Page 7 Circulation will be one-way around the building and is adequate. L Coverage/setbacks: Building coverage is 8.1% (maximum allowed is 30%). Overall coverage is 78% (maximum allowed is 70%). Front yard coverage is 60.3% (maximum allowed is 30%). Overall and front yard coverages are being exceeded. The r.o.w. taking and the elimination of a curb cut are primarily responsible for this problem. The Dorset Street reconstruction plans showed the new access drive along the front of the property so it is staff's position that exceeding front yard coverage and overall coverage was approved as part of the reconstruction plans. The building is a noncomplying structure since it does not meet the front yard setback and the new canopy does not meet the rear yard setback. This is also a noncomplying use since drive-in banks are only allowed as part of PCD's. The Zoning Board of Adjustment granted a variance on 3/22/93 to allow the canopy to encroach into the rear setback. The proposed alterations are subject to Section 19.002 of the zoning regulations and can not exceed 25% of the fair market value• of the property. The applicant has indicated that the alterations will cost $325,000 which would require a fair market value of $1.3 million. Parking: A total of 25 parking spaces are required and 28 spaces including one (1) handicapped space are shown on the plan. Landscaping: The landscaping requirement for this project is $7,650 which is being met. Plantings will include Littleleaf Linden and Yews. Staff recommends that landscaping be provided in the northeast corner of the property to better screen the drive -up stacking area from Dorset Street. Traffic: TI!is property is within Traffic Overlay Zone 4 which would allow a maximum of 26 vehicle trip ends (vte's) during the P.M. peak hour. Based on I.T.E. the property currently generates 164 vte's which will not change as a result of the proposed alterations. Lighting: Exterior lighting will consist of the following: -- fivc� (5) 100 watt high pressure sodium lamps on 12 foot poles with cutoff luminaries. 7 Memorandum - Planning April 13, 1993 agenda items April 9, 1993 Page 8 --(- three (3) 75 watt metal halide lamps for sign lighting. --- four (4) 100 watt metal halide recessed canopy lights. --- one (1) 100 watt metal halide light in vestibule. --- four (40 20 watt florescent lights for security cameras. Other --- dumpster will be screened with six (6) foot stockade fence. --- a pedestrian access is being provided between this parking lot and the U-Mall parking lot to the south. --- the Fire Chief has requested a fire hydrant at the entrance location and the applicant indicates that they do not see the need to provide one. a EUGENE & DAN MORRISSEY - OFFICE BUILDING - SITE PLAN This project consists of the construction of a three (3) story 18,000 square foot general office building on a 1.02 acre lot. This lot was previously used by Goodrich Construction to store construction equipment and supplies. The Zoning Board of Adjustment on 3/22/93 granted the applicants a conditional use permit for this project. This property located at 550 Hinesburg Road lies within the R7 D? � trict. It is bounded on the north, east and south by the common land which is part of the Winding Brook residential development and on the west by Hinesburg Road. Access/circulation: Access is proposed to be via a 30 foot curb cut on Hinesburg Road. Circulation is adequate. Parking: This project requires a total of 72 parking spaces and only 70 spaces including four (4) handicapped spaces are being shown. The applicant will be making the argument that the spaces lost in the building for stairs and elevator reduces the requirement to 70 spaces. In addition two (2) spaces at the entrance should be removed to comply with the front yard landscaping requirement (see discussion under landscaping). This would reduce the number of spaces available to 68. 3 CHITTENDEN BANK. DORSET STREET SOUTH BURLINGTON, VERMONT APPLICATION FOR REVIEW BY THE SOUTH BURLINGTON ZONING BOARD FOR A VARIANCE MARCH 1993 COLIN P. LINDBERG, ARCHITECT 444 SOUTH UNION STREET, BURLINGTON, VERMONT 864-4950 MAR Q 3 1993 . City of So. Burlington CHITTENDEN BANK. DORSET STREET SOUTH BURLINGTON INDEX 1. APPLICATION 2. NARRATIVE 3. LOCATION MAP 4. SITE PLAN 5. BUILDING PLAN 6. BUILDING ELEVATIONS 7. GENERAL DATA 8. EXISTING CONDITIONS SITE 9. EXISTING CONDITIONS PLAN 10. EXISTING CONDITIONS PHOTOS CHITTENDEN BANK. DORSET STREET. SOUTH BURLINGTON The Bank is requesting approval of site and building modifications. The widening of Dorset Street required the entrance to the drive up facility to be redesigned to allow for proper back up space at the teller window. This drive modification required the entrance to the building to be relocated to keep pedestrians away from the drive thru lanes and this entrance will center on the building adjacent to the revised parking lot. The entrance drive will be limited to a single curb cut, and that connection to Dorset Street will be controlled by a signal. The exits will also be combined at this one curb cut. Due to the clearances for the drive. relocation the main walk-up entrance to the bank will not work at the east end of the building. The entrance also contains the ATM with -in the vestibule and this will be relocated as well. The structure for the drive -up window must be expanded. to the west to allow for proper stack- ing, and the canopy that protects the cars during transactions will be rebuilt to align with the window and remote stations. On site parking is reconfigured to provide correct allowance for turning and general move- ment. The detail provided in this report will give the Commission the overall site changes. The construction is keyed to the widening work that will take place this spring, therefore the Bank would like permission to proceed with the project in conjunction with the road widening. 2. }.. xr:: j! /, } ' �� ' •� ( ✓3��• v '� Ifdrlar •� , '� I C \ �� Y 't ���� T Quarry a oir . a• . / JPann//�b `• 4 i>4 '�.. -' 7 J •e =' •OOf . �LJ I St Micha leg_ " Lime Kiln - IS �` a '7,^ Quarried 'Sd .Qu00 y' m°°� ✓_. y:`\ - �`\ 1 - N� ^� \ ( i:• iD `�: ' •Sub Sta W,—r,j sJ : >x l •� � � J� T.{:. a `Q\• /� � � LW.5 j J � O ` kQuarry • Ali• r t4 F 7 „b t: Ya'Y,l. • 1\\. - \ ^ .� / •• K ( jj i W ' T TaCnks •rs. `vgi �"ti '>� �' rr � f �%� \ �....• I' .` uarries` . / / � � /� -_ �1 `_- _ • � ti � L `Park; r nmount ..,-ram \. _ , �. ., � gBeacon Light f`\ l u`1• ::% ! �I w� J\ /- `���v Ik Tanks on a '-Res � • � /�) � � �P f�_ � A ... .\�. IN �' r` ltt Ch ... � �t, �� i `ram r•�l'�' "l •1 • � . Q • I / / 1 t p .. 4 Beacon LightBM f_ # • i f '? V p', u Fl1 Water �ohY I It y_1: • •' '��. , ,y' _ -` . r imne . � - � ;: • - _ . , , � f :South � ;'• ` '� � � • i .. �,1: % �• �Elur7ington _ Burling't b • New�Idridge t \ \ ••� /,"Cormtry Club /� 1•sal m �, ■ ' by ■ a — :�" __ .• ' r Par , � •I .. r��p•J one PK / 143 ; � •• ti \ it 7t( 1 • i i� _-- r ��= 900/ • Oak l_ed . s �\ :, �-. / u i 1 it an �i% / r I ► l \G,G j • • . �! C189� rook •' 86 'ad Rock Por - - t /\\ �/ ( / i 1 • / Windmill c ��, t r � ( .1 i• � I l .r L•- � _ � ===fi==�t:� ;, •� III � � 1 \.���___-' A r i Ir•r� r t '_" -, W � �• 1, J � � � + .. ... BN Windmill �. l Driv In tl •' Ir ` l / �' The os ailer Park' I rnrAPP1 ft - W1NDO\Y 1I WORK AREA STAIRS 'r TOLL' VAULT "— — TELLERS ---- i I WAITING -- ---- r COUPON' I t ACC REP ' I r =-MANAGER SECRETARY_-- - HECKIVRI'I'1� -- is ACC REP ATM _ �j y1• ,�" . VESTIBULE + ` DORSET STREET. CHITTENDEN BALK . T�EVISED ,�� COLIN P. LINDIIERG ARCHITECT 444 South Vm,- $mxy • llurlington, Vcmwmt 05401 SCALE 1/4" PLAN 2.11.93 f1p:.11ld.�l lt� FAX 502.062.1161 - ENTER . ...__ -- --- -- --- - - x ECtIVED DORSET STREET. CHITTENDEN BANK FEB 2 2 1993 City of So. Burlington 6. COLIN P. LINDBERG ARCHITECT 444 South Union Street • Burlington, Vermont 05401 802-864-4950 FAX 802-862-1361 GENERAL DATA: CHITTENDEN BANK,;DORSET STREET SIZE OF SITE 173'x 2001. 34,600 sf BUILDING FOOTPRINT. 2,800 SF NUMBER OF PARKING SPACES 28 SPACES BUILDING,CLASSIFICATION 4B HEIGHT 28' SET BACK FROM DORSET STREET SET BACK FROM SOUTH PROPERTY LINE 96' SET BACK FROM NORTH PROPERTY LINE 15' SET BACK FROM REAR 26' AVERAGE BUILDING HEIGHT 18' STREET FRONTAGE 200' ZONE- BANK USE PERMITTED COMMERCIAL-1 CITY WATER AND SEWER YES i . i 1 - . Technical hoiformation ' Metal Clear Halide 15000 Initial Photometric Data ...using 175W (Small Housing) Horizontal Lumens fvlountinci Con igLlMUCIri . I Data for Single,Type III Luminaire MOUNTING FOR ONE �\ LUMINAIRE =` \ \ `\ INITIAL HORIZONTAL FOOTCANDLES \ \ MOUNTING N[I(.NI$ � \ 25' 20' 15' 3.2 5 8.9�. t t 1.28 2 3.5 -.- _ i j i ' 1 t .64 1 1.8 .128 .2 .35 .064 .1 .18 .03 .05 .01 .02 2 1 0 1 2 3 4 0 1 2 3 4 5 Pole Spacing Chart (in Feet) "° """` NCIcNT 15' 20' 25' . S�;o.l. 18'' 2 40' 18' 25' 30- j 40' 18' 25' 30' 40' 276 218' 196 IU'/ 242 198 186 146 278 780 t66 732.- 1 rs ,� ��- ; i - �- " QN 73 73 63 — 8a Bd 8a — 92, 92 •n• 92 70 wm 138 ' 10e- '.98'�` •77:• 121 99 93 IJ 108 90 83 66 Q 2 .�i' �i' :"h Z 62 60 �- 57 — 6a 60 56 — 65 50 46cc — OU 92 72 6S a9 72 60 55 ad �0 3 �9 57 45 —— — 50 JO Z �' 55 aJ 39 ;03 2930 5 NOTE. Symbol "-".denotes that minimum tc cannot be achieved at indicated street width. UNIF RATIO MAX /MIN CODES SPACING FOR AVERAGE INIT. FC 1:1 TO 5: 5.1:1 TO 10:1 *:MINIMUM SPACING FOR MORE THAN 10:1 INIT. FC COLIN P. LINDBERG ARCHITECT IO2 LAKE STREET BURLJJGTON. VERMONT 802 884 4050 FAX: 602 802 1301 , • ll� + _lip Single on Double Triple Quad Yoke Wall Pole at 180. at 90" at 90° Mount Mount Nf B• B. �rt;s I Pole and Anchorage Data (Series A-3000) versions- . 1 A i B'D e D Series A-1000 Square with integrally welded 2%" C \� C i — Aluminum O.D. x 4" high tenon, and _ • C C • Series A-3000 Round castaluminum hinged anchor • L • Aluminum base.Similarpolesalsoavail- Drilled- Square and Round able with drilled holes at top Aluminum (without tenon) for mounting Long Arm Long Arm Short Arm Short Arm luminaire (with arm) directly Square -end Round -end Square -end Round -end Architectural grade, fabri- to pole. For ordering and Long and Shorl Ann Dimensions using 20" Housing Square Round Square 8°/,d" 11%-3" W 4" 4" 7 2- 2" cated aluminum poles are technical Information cov- available in .4", 5" and 63/4" ering poles, bases and ancho- square, (Series A-1000), and �age'details, refer to page 9 4", 5" and 63/4" diameter and the Pole Section of your Moldcast catalogue. IAvUSiV1Ca Dimensions ��A Pole Fitters (Tenon Poles) Pole Dimensions A g Rourid Poles (blameter) Square Poles 4" 15" 6 Y•" 4" 1 5" 81•" 15" Housing (Small) A 18" (45.5 cm) B 18" (45.5 cm) C 6" (15.5 cm) D -147/e" (37.8 cm) E 14%" (37.8 cm) F 4%" (12.5 cm) SITE LIGHTING CHITTENDEN BANK 20" Housing (Large) A 23" (58.4 cm) ' B 23" (58.4 cm) C 73/4" (19.8 cm) D 191h" (49.6 cm) E 19'k" (49.6 cm) F 6'/4" (15.9 cm) 7. ;�. CHSTTENDEN BANK : bORBET 'ST�2EET - EX2STING COND=TONS' ., SOUTIi' StiJRL2NGTON. ' ' ' ' 9 i Jr Pik w s� No Text (, L—L11 DORSET STREET SITE PLAN - �. S G-CONDITIONS, EXI TIN m �� low SCALE: 1 " = 20' N OTES: 1. PARKING SPACES = 37 A - T 1 C a6J� N BY—PASS LANFH i IW DR=V I I. 4 ro IE I CH=TTENDEN BANK q I H H I .-Z I z ENTRY'- I I I PARKTNG 28 CARS E ER I LANDSCAPING MATERIALS A MUSnNG APPLES B - FOUNDA77ON PLANITNG - 2-112' YEW - SPREADING C - LL777E LEAF LINDEN - 2-112' CAL D - EXISTING LAWN E - COTTON WOOD 7D BE REMOVED F= sea- Afz�v 3-/•,q3- LIGH7ING FIXTURES 1. 12' TWINHEAD DOWNLIGHTS +11--�, I��✓ 2. SIGN UP LIGHT 3. SIGNDOWN LIGHT M�l -76-,V 4. RECESSED CANOPYL7GH7S 317=es I4 �,( . S. SOFFIT DOWN LIGHT 6. SECURITY.CAMERA LIGHTS 311ones FW ?psi/ I -�. J s^ ' I� �I Embankment steps - nt3 p/t lmdsc"w dn" t-in• ar.o.a.0 eod� w.., s.ck FWd MMMom wd1 detwrnbe mrrkw of me" RECEIVED APR p 1 1993 CRY of So. Burlington • s.a p bm to WIM SITE PLAN li 1 1 " = 2 0 — 0 " P17 -tJ UGf'" Th NOR'. 'H y DORSET STREET. CHITTENDEN BANK " CH=TTENDEN . BANK DORSET STREET SOUTH BURL=NGTON C=RCULAT20N`REV2S20NS COLTN P. L=NDBERC- A.2_A_ 12-8-92 u�l I RI;V• 2 - 12 - 9 3 �e1: 3 ► °) 3 AJ d I= PlA t-+1 u � (Z) 2 -rAx ul� � / 3. 22 • `Y� 9 i &4-F-4r, F-o\./ City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 April 9, 1993 Chris Bishop Chittenden Bank Two Burlington Square Burlington, Vermont 05401 Re: Addition, 55 Dorset Street Dear Mr. Bishop: ZONING ADMINISTRATOR 658-7958 Enclosed is the agenda for next Tuesday's Planning Commission meeting and my comments to the Planning Commission, Comments from City Engineer Bill Szymanski and Fire Chief Jim Goddette were sent to you at an earlier date. Please be sure someone is present on Tuesday, April 13, 1993 at 7:30 P.M. to represent your request. If you have any questions, please give me a call. S ce0, Jo Weith, Ci y Planner Encls JW/mcp cc: Colin Lindberg IrA*)W" D R A F T I m BANK March 29, 1993 Mr. Raymond J. Belair Zoning & Planning Assistant City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Property Reconfiguration 55 Dorset Street Dear Mr. Belair: We have reviewed your letter of March 19, 1993 regarding the above project. The following is an item by item response to the issues you noted. Planning Commission - Staff Notes 1. Building is a noncomplying structure, any alteration is subject to Section 19.002 of the zoning regulations and the 25% rule, prior to obtaining the zoning permit the applicant will be required to provide the Zoning Administrator and appraisal of the property to show that the alterations will not exceed 25% of the fair market value. A: As I have indicated to Mr. Dick Ward, Chittenden Bank is only undertaking this project to fix the problems on our property caused by the City's Dorset Street road widening project. We will continue to discuss this, as needed, with your office. 2. Proposed landscaping is short $3,700 of the $7,650 landscaping requirement. A: Colin Lindberg has already added landscaping on a revised site plan he submitted to your office a couple of weeks ago. See attached site plan. 3. Provide type of lamps and wattage for sign lights, canopy lights, soffit lights and security camera lights. A: Colin Lindberg has shown this on the attached revised site plan. Two Burlington Square, Burlington, Vermont 05402 (802) 658-4000 One of the financial services of Chittenden Corporation CHITTENDEN BANK Mr. Raymond Belair March 29, 1993 Page 2 �rcN� 4. Provide square footage of existing A: Existing canopy is approximai Proposed canopy is approximai 5. A walkway connection to the UnivE south should be provided. A: Colin has shown this on the 6. Provide square footage of floor area devoted to general banking services for public use and square footage of office use. A: The main floor is about 2,800 square feet. 1) General Banking Services for public is about 60% (1,700 square feet). 2) The second floor is about 1,250 square feet and is used as internal Bank space (includes: breakroom, storage, HVAC, etc.). 7. A variance will be required to allow the new canopy to project into the rear yard setback, this variance should be obtained prior to review by the Planning Commission. A: We applied for this variance through the Zoning office on March 22nd, and received unanimous approval for the variance. 8. Plan should show existing Dorset Street R.O.W. A: See attached revised site plan. 9. Plan should show dumpster location, dumpster should be screened. A: See attached revised site plan and dumpster screening sketch. William J. Szymanski, City Engineer Comments 1. The proposed Dorset Street sidewalk and bike path will be constructed across the entrance drive. Plans should show it. A: Shown on attached revised site plan and dumpster screening sketch. CHITTENDEN BANK Mr. Raymond Belair March 29, 1993 Page 3 2. A stairway connecting the bank with the mall parking lot along the south property line such as exists between the Merchant's Bank and the Post Office on White Street would be beneficial to pedestrians. A: See attached revised site plan and stair detail sketch. Fire Department Comments 1. The one way bypass must be no less then 12' wide for our equipment. A: The bypass lane will have a clear width of 12' for fire department and other emergency equipment. In addition, this equipment could also travel through the parking lot to get to the rear of the building if needed. 2. Due to the upgrade on Dorset Street and the change of the main entrance at least one hydrant should be installed on the property by the main entrance. A: I do not understand why the Bank needs to provide a fire hydrant for this project. As I noted above, we are only having to undertake this project because of the City's Dorset Street road widening project. Please call me at 660-1302 if you need additional information or have any questions. Thank you. Sincerely, Christopher D. Bishop Vice President and Facilities Manager ATTACHMENT (5 COPIES) CDB:gma\ltbelair cc: Colin Lindberg, Architect Larry DeShaw Danny O'Brien No Text m t �` C-14 a /VV 7 y x (71 ^ / `d� 1 1J t/ As / t PLANNER 658-7955 I City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 March 19, 1993 Chris Bishop Chittenden Bank Two Burlington Square Burlington, Vermont 05402 Re: Additions, 55 Dorset Street Dear Mr. Bishop: ZONING ADMINISTRATOR 658-7958 Enclosed please find some preliminary comments on the above referenced project from City Engineer Bill Szymanski, Fire Chief Jim Goddette and myself. Please respond to these comments with additional information and/or revised -plans by no later than Friday, April 2, 1993. If you have any questions, please give me a call. Sin ely, , Raymond J. Belair, Zoning and Planning Assistant Encl JW/mcp cc: Colin Lindberg Preliminary Memo - Planning April 13, 1993 agenda items March 17, 1993 Page 3 CHITTENDEN BANK - DRIVE -UP RELOCATION - SITE PLAN i building is a noncomplying structure, any alteration is subject to Section 19.002 of the zoning regulations and the 25% rule, prior to obtaining the zoning permit the applicant will be required to provide the Zoning Administrator an appraisal of the property to show that the alterations will not exceed 25% of the fair market value. proposed landscaping is short $3700 of the $7650 landscaping requirement. provide type of lamps and wattage for sign lights, canopy lights, soffit lights and security camera lights. provide square footage of existing canopy and proposed canopy. a walkway connection to the U-Mall property to the south should be provided. provide square footage of floor area devoted to general banking services for public use and square footage of office use. a variance will be required to allow the new canopy to project into the rear yard setback, this variance should be obtained prior to review by the Planning Commission. plan should show existing Dorset Street r.o.w. plan should show dumpster location, dumpster should be screened. CALKINS RESUBDIVISION - CALKINS COURT - REVISED FINAL PLAT --- the plat submitted for sketch plan is acceptable for final plat. M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, City Engineer Re: Preliminary Comments April 13, 1993 agenda items Date: March 19, 1993 GOODRICH LOT - 550 HINESBURG ROAD 1. Drainageway of Potash Brook crossing Hinesburg Road is in poor condition and needs replacement. It has plugged and backed water for quite a distance. The finished floor of this building should be at an elevation higher than the elevation of Hinesburg Road where the brook crosses. The contours on the plan are not to U.S.G.S. datum so it is difficult to check. 2. The sidewalk along the frontage should be extended to the Winding Brook development driveway so it can be used. 3. The parking lot should drain toward the north not the east as plan shows. 4. Existing sewer main continues southerly. It should be shown on the plans. CHITTENDEN BANK - DORSET STREET 1. The proposed Dorset Street sidewalk and bike path will be constructed across the entrance drive. Plans should show it. 2. A stairway connecting the bank with the mall parking lot along the south property line such as exists between the Merchant's Bank and the Post Office on White Street would be beneficial to pedestrians. O'DELL PARK - SHELBURNE ROAD 1. Sixteen street lights on a street length of 1,000 feet is excessive. 2. Pedestrian cross walks shall be shown on the plans and constructed. PAGE #2 Tue,6day ApA U 13,1993 AGENDA 3. Chittenden Bank Dotzet Street Main. D,%i.ve Retocation Thus plan wa6 reviewed by the bite depaxtment and the 6o.('.2owing mutt be coAAected bon emergency pnotec ion; A. The one way bypasz must be no Y-uz then 12' wide bon out eq u,ipm ent B. Due to the upgrade on Dotzet Street and .the change ob the main entrance at .2ea-6t one hydnand Ahoutd be instaUed on the ptopehty by the main enhance. 4. Leeand 9 Pat,%ic-ia Catkins Pnojemit # 9242 Catkinz Count Lot #6 At tW time I do not bee a ptobtem with the .dot #6 but pf-an.6 w.iU have to be keviewed when they ate Heady to buitd.ing a bu.i.Yd ing on the pupenty. 5. New Bane Buitd.i.ng 0' Dett Pa k PAo1ect #93108 Han was reviewed and the bottow.i.ng bhoutd be done Got emergency pnotecti.on; A. The ma.i.n watelc aystem btom FvuteU Road and the bae toty matt ehoutd be a .Loop system. B. Asecond hydrant .6houtd be .instaUed near the new bank and the WVNV bu.i -ding. 0 PARKIING 2$ CARS 1 - r �- Co ma LANDSCAPING MATERIALS A = EXISTING APPLES B = FOUNDATION PLANTING - 2-1/2' YEW - SPREADING C = LITTLE LEAF LINDEN - 2-1/2' CAL D = EXISTING LAWN E = COT70N WOOD TO BE REMOVED LIGHTING FIXTURES H' W 1. 12' TWIN HEAD DOWN LIGHTS NW 2. SIGN UP LIGHT W 3. SIGN DOWN LIGHT E { 4. RECESSED CANOPY LIGHTS 3/1anes S. SOFFIT DOWN LIGHT 6. SECURITY CAMERA LIGHTS 3/1anes 0 A ECII:-VED FEB 2 2.1993 City of So. Burlington N0i2TH LIGHT S=TE PLAN 1 • _ -20 , _ o,. 4. CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION 1) OWNER OF RECORD (name, address, phone #) RTT �CHARLES H. MUNSON JR P.O. BOX 993 BURLIkTON, VT 05401 2) APPLICANT (name, address, phone- # ) CHITTENDEN BANK TWo BURLINGTON SQUARE, BURLINGTON VT ..C/O CHRIS BISHOP 660-1302: 3) CONTACT PERSON (name,, address, phone #) L . � SAMa AS 14B9VE t 4j PROJECT STREET ADDRESS: CHITTENDEN BANK, DORSET STREET (55) 5) LOT NUMBER ( i f applicable) 1143 6) PROPOSED USE (S ) RANK (EXISTING USE) 7) SIZE OF PROJECT ( i . e . 'total building square footage, # units_, maximum height and it floors, square feet per floor) NIA EXISTTNG BUILDING, (200 sf entrance vestibule) 200 sf drive -up window. 8)'NUMBER OF EMPLOYEES 9) LOT COVERAGE: building X; landscaped areas % building, parking, outside storage % 10) COST ESTIMATES: Buildings $ 325,000. , Landscaping $ 6,000. Other Site Improvements (please list with cost) $ 11 ) ESTIMATED PROJECT COMPLETION DATE: SUMMER 1993 12 ) ESTIMATED AVERAGE DAILY TRAFFIC ( in and out) EXISTING Estimated trip ends (in and out) during the following hours: Monday through Friday 11-12 noon 12-1p.m. 1-2 p.m. ; 2-3 p.m. 3-'4 p.m: 4-5 p.m. 5-6 p.m. ; 6-7 p.m. 13) PEAK HOURS OF OPERATION: 14) PEAK DAYS OF OPERATION: DATE OF SUBMISSION DATE OF HEARING EXISTING EXISTING SIGNA URE OFiAPP'LICANT 02/22/93 15:34 80286213E.1 COLIN LINDBERG PROPOS F-D YA.Hl) ,Oo4411,1, - /,'(- - ''I _ r-40 r 22, 93 15. 33 2t 8028621361 COLIN LINDBERG P.01 OR T GT N A 1— FRONr YAltl) n ionic) 76,11 T� o f. ku qzrA 8/13/84 JSB MOTION OF APPROVAL That the South Burlington Planning Commission approve the site plan application of the Chittenden Trust Company, on Dorset Street, for the construction of a 24'x10' automatic teller machine area as depicted on a plan entitled "Chittenden Trust Company, Dorset Street ATM, South Burlington, Vermont, Site Plan", prepared by Freeman, French, Freeman Architects, dated July 24, 1984, with the following stipulations: 1. Credit of $300 be granted for existing trees. I (y, ail ? w 2. That this approval expires in 6 months. p i [ 1 Date Received - By Date Application Completed and Received By By CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIE64 1) NAME, ADDRESS, AND PHONE NUMBER OF: / P-100'00z c Sir 0-5 TD 15 (a) Owner of Record h eI F /1 "t/,S % '4 ,_ yc'cc, C •,r 7—W & (c) Contact Person a- ez" U L-�' 4Q'ff4 42> �L� '".00© 2) PROJECT STREET ADDRESS: 3) PROPOSED USE (S) : � j" = ; ") S 7,411 G Y: c a'- 4) SIZE OF PROJECT (i.e., # of units, floor area, etc.) 5) NUMBER OF EMPLOYEES (full & part time) /_ j 6) COST ESTIMATES: (a) Buildings `9/� " U 0.. 00 (b) Landscaping3 C30 (c) All Other Site Improvements (i.e., curb work) � r1 7) ESTIMATED PROJECT COMPLETION DATE v �� p -v- 8) ESTIMATED AVERAGE DAILY TRAFFIC (in & out) 9) PEAK HOUR (S) OF OPERATION 10) PEAK DAYS OF OPERATION -- ATE SIGNATURE OF AP LICANT OA, 1, \ CdL,�o ) F c-,I-�, L L� 4 MvN v kl August 10, 1984 Bernard Denton Chittenden Trust Bank Two Burlington Square Burlington, Vermont 05401 Dear Mr. Denton: Enclosed is the agenda for the August 14 Planning Commission meeting. Please be advised that your site plan application will be considered fifth by the Commission and that someone should be present to represent your application. Also enclosed is a copy of my memo to the Commission. Please call me if you have any questions. Sincerely, Jane S. Bechtel, City Planner JSB/mcg 1 Encl Memorandum Agenda items for August 14, 1984 August 10, 1984 Page 2 other access through Merriam -Graves and there is no possibility of this. The City sidewalk in the front of the lot is shown on the plan as requested by Bill Szymanski. A snow removal area is also shown. See Bill's memo regarding drainage. All other items are satisfactory. 4) Myers and Liberty, 1001 Dorset Street The applicant proposes to use an existing barn for antique sales. It will be operated on weekends from 10 A.M. to 5 P.M. The Zoning Board is hearing a request on Monday, August 13. Assuming approval is granted, my comments are as follows: Pedestran and Vehicular Access: The driveway is 20 feet wide. There is no curbing. Vehicles will drive onto the lawn for off-street parking. Circulation: Circulation will be haphazard at best. There is nothing to prevent cars from driving onto and off of Dorset Street at any location unless some sort of fence or even saw horses are placed along the property line. Parking: The front lawn can serve approximately 20 vehicles. The applicant expects 15 cars on Saturdays and Sundays. Landscaping Is sufficient. No building improvements are proposed. 5) Chittenden Trust Company, Dorset Street The applicant proposes to construct a new automatic teller machine area (241x101). There are no major problems with this application. Pedestrian and Vehicular Access: Access will remain as it is. The new ATM area will be placed over the existing concrete walkway and a new walkway will be installed. Circulation: Remains adequate with a sufficient stacking area for cars and complete circulation around the building. Parking: Spaces are adequate with 34 provided. The plans for Dorset Street widening will take 8 to 10 feet of frontage on this site. This will not seriously affect the site or parking. 6) Air North Maintenance Hangar, BIA The applicant proposes to build a 33,600 square foot maintenance hangar located at the site of a previously approved Air Vermont Hangar off of Williston Road. M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, City Planner Re: Next week's agenda items Date: 8/10/84 3) MEDICAL OFFICE, 1540 WILLISTON ROAD 1. The parking lot drainage should be intercepted and piped into the Williston Road drainage system. The area is flat and subject to spring ponding; the new parking lot will add to the problem by the increased runoff and or forcing the runoff on to adjacent property especially if parking area is filled and enlarged. 4) LIBERTY/MYERS No comments 5) CHITTENDEN TRUST COMPANY, Dorset Street No comments 6) Air North Hangar, Burlington International Airport 1. Site will require extensive excavation. Method of disposing of this material must be defined and if disposed off the project site, it will require Zoning Board approval. 2. Plan should show site drainage. 3. Perculation tests for on site sewage disposal shall be furnished. 4. There should be no engine runups during the hours of 11:00 P.M. to 6:00 A.M. 7) TWIN OAKS TENNIS CENTER, TWIN OAKS DRIVE 1. Parking lot drainage shall include inlets and piping to the street system. 2. The frontage landscaped strip as required by the regulations should be maintained. This has worked well;it provides snow storage and prevents parked cars from extending over the sidewalk. August 17, 1584 Bernard Denton Chittenden Trust Bank Two Burlington Square Burlington, Vermont 05401 Dear Mr. Denton: Enclosed are the minutes from the Planning Commission meeting of August 14 at which yourrsife plan application was approved. It was approved with the following stipulations: 1) A $1000 bond will be posted to cover the replacment costs of existing trees. 2) Approval expires in 6 months. Please see nick Ward for the proper forms for a bond, letter of credit or escrow agreement. I will be sending you the Commission's Findings of Fact under separate cover. Please call me if you have any questions. Sincerly, Jane S. Bechtel, City Planner JSB/mcg 1 E°Pc 1 August 29, 1984 Bernard Denton Chittenden Trust Two Burlington Square Burlington, Vermont 05401 Dear Mr. Denton: Enclosed are the Findings of Fact from your recent Site plan approval. Please call me if you have any questions. Sincerely, Jane S. Bechtel, City Planner JSB/mcg 1 Encl PLANNING COXMISSION AUGUST 14, 1984 3. This approval expires in 6 months. Mr. Jacob seconded the motion. _ - Mr. Poger said he was still uncomfortable with the lack of specificity in the Zoning Board's motion and Mr. Burgess agreed. The motion carried with Mr. Poger voting no. Consider Site Plan application of Paul Liberty and Isadore Myers for the use of a barn for antique sales located at 1001 Dorset at. Ms. Bechtel said the application had been withdrawn, after denial last night by the 'Zoning Board. Consider Site Plan application �j Chitter:den Trust Bank'�or the installation of a 240 sq. ft. apx)roximatej addition for an Aut_Q Teller Machine loca at the Dorset Street branch Mr. Bernard Denton said there was an ATM now at the site and they want to add another, and build an enclosure to protect people using the machines. The sidewalk will have to be moved out about 10' and about 3 shrubs on the side of the building will be taken out. Mr. Denton said the railroad ties around the apple trees would not be moved when the sidewalk is moved out. Mrs. Maher was concerned that if the ties were taken out to make room for the sidewalk, the trees would die and Mr. Denton said he did not want to lose the trees either. Mr. Jacob suggested a small paved area between the Mall and the bank, for easier pedestrian access. Mr. Denton was asked if he felt adding another ATM would increase traffic at the bank and he felt it would not, but that it would relieve a lot of congestion. Mr. Dooley moved that the South Burlington _Planning Commission approve the site plan_application of the _Chittenden Trust_Company_,.on_Dorset _Street, for -- the construction of a 24' x 10' automatic teller machine area as depicted on a plan entitled "Chi- to en Trust Company, Dorset Street ATM, South Burlington, Vermont, Site Plan', prepared _b Freeman, French, Freeman Architects, dated July24, 1984, with the following stipulations: 1. Credit of $300 be granted for existing trees. 2. That the applicant will post a bond in an amount sufficient to cover the replacement costs of the two api)le trees �as�determined by the City Planner —in the front of the building should they be damaged as a result of the addition. 3. That this approval expires in 6 months. Mr. Burgess seconded the motion and all voted in favor. Consider site plan application of Air North for the construction of 53,600 sq. ft. maintenance hangar located on Burlington International Airport property site of previously approved Air Vermont hangar) Mr. Julian Goodrich represented Air North. He said access to the proposed building would be from Williston Road. water is available and power will be brought in. Gas.will be used for heating. Maintenance work will be done in the building and there will also be areas for offices, showers, lockers, storti�e, etc. Work will be done 24 hrs. per day 7 days per week, with 10-12 employees per shift, for a total of about 30 employees. 20 parking spaces are shown, and there is also room on the ram;; itself. Date Received By Date Application Completed and Received LI-A CITY OF SOUTH BURLINGION APPLICATION FOR SITE PLAN REVIE6J 1) NAME, ADDRESS, AND PHONE -NUMBER OF: (a) Owner of Record 1f 11�e c2Su,-l'h.e777.)\,- s.�c'Gl-e (b) Applicant By - y000 4�T �2 (c) Contact Person 4' J Zoe 11� z 1-\- 2) PROJECT STREET ADDRESS: 3) PROPOSED USE(S): e(F " eu-) /2_� T-s�j � 7 7% 4) SIZE OF PROJECT (i.e.,-# of units, floor area, etc.) / y2 5) NUMBER OF EMPLOYEES (full & part time) 6) COST ESTIMATES: (a) Buildinngs (b) Landscaping �l60.1 Ile (c) All Other Site Improvements (i.e., curb work) ��J G�'c� moo." _.� 7) ESTIMATED PROJECT COMPLETION DATE 8) ESTIMATED AVERAGE DAILY TRAFFIC (in & out) 9) PEAK HOUR(S) OF OPERATION 10) PEAK DAYS OF OPERATION G /P /rC_'� IGNATURE OF APPL MEMORANDUM 'Ib: South Burlington Planning Commission From: David H. Spitz, City Planner He: Next week's agenda items Date: 4/23/82 2) Chittenden Trust Application is for a 16' by 42' two story expansion to the rear of the bank to allow the addition of three inside teller stations. No changes in circulation and parking are planned. The applicant feels that this addition will not change overall traffic flow but may reduce congestion at the drive - up windows. I agree that the traffic increase, if any, should be minor. Even though ,;oiw• ::(It,are f(x)tage is being added, our commercial traffic ordinance shouldn't be interpreted to restrict normal operations or moderate changes to an existing business. Existing landscaping on the site is already extravagant. The only proposed change is relocation of one existing tree from the expansion area to the front of the building. I see no problems with this application. 3) fir,-irius Application is for a sports facility with emphasis on swimming, but also containing a health club, exercise room, pro shop, and restaurant and bar. The piolx-)sed one-story building will be at grade but bermed all around and grassed over on the roof. In addition there will be three "cones" for add- itional height and a see -through water slide starting from a tower 35 feet above the ground and ending inside the building. The consultant for this project has developed similar facilities elsewhere, but this would be the first facility to have this particular combination of recreational and social uses. Applicants have provided estimated traffic and parking data for this "prototype", but I have had trouble evaluating their in- formation and have asked for additonal input. Several notes on previous stipulations for Corporate Circle: (#1) "Additional pedestrian walkways shall be reviewed." It is possible to add an easement along the drainage swail at the west of the property. The Planning Commission should review the desireability of this. (445) Although this lot has secondary access onto the Dorset -Williston connector, it is not yet necessary to determine the Lake Buick access situation. (46) At first review, this proposed use appears to cone close to but not exceed the limit above which Corporate Way must be completed to Hinesburg 1"d. (#7) It will be necessary for the Corporate Circle developer to submit proposed improvements to the Dorset Street/Corporate Way intersection at this time. DHS 4/27/82 MOTION OF APPROVAL For the Site Plan application by Chittenden Trust Company for a 16 foot by 42 foot addition as depicted on a plan entitled "Addition and Renovation, Existing Bank Facility for Chittenden Trust Company, Dorset Street Bank," prepared by Freeman, French, Freeman. Stipulations: 1) This approval expires in 6 months. PI.ANN; NG COMMISSION APRIL 27, 1982 The South Burlington Planning Commission held a regular meeting on Tuesday, April 27, 1982 at 7:30 pm in the Conference Room, City Hall, 575 Dorset St. Members Present Sidney Poger, Chairman; Robert Walsh, Kirk Woolery, James Ewing, George Mona, Ernest Levesque, Peter Jacob Members Absent none Others Present David Spitz, Planner; Judy Hurd, The Other Paper; Jodie Peck, Free Press; Karen & Kathy Layman, Bernard Denton, Audrey Rhodes, Larry Chetti, Doug Schner, James Lamphere, Leo O'Brien, Lowell Krassner, William Schuele, Marsha Smith Minutes of April 13, 1982 Mr. Ewing moved to approve the April 13, 1982 minutes. Mr. Mona seconded the motion and it passed with Messrs. Jacob and Levesque abstaining. Site plan application by Chittenden Trust Company for a 16' by 42' addition to its bank on Dorset Street Mr. Denton noted that they wanted to add to the back of the existing building because there are traffic problems now with people backing up on the lot. They will add 3 new teller stations on the inside to make it more convenient for their existing customers. They do not expect to add more busine3s, just make it easier for people to get through. He said that when they originally landscaped the lot, they put so much on that there was no room for any more at this time. Mr. Spitz agreed the landscaping was well over the requirement. With the new addition, traffic will have to swing 3' farther out in going around the building. Mr. Ewing moved that the South Burlington Planning Commission_ approve. the site plan application by Chittenden Trust Company for a 16 foot -by 42 foot addition as depicted on a plan entitled "Addition and Renovation, Existing Bank Facility for Chittenden Trust Company, Dorset Street Bank," prepared by Freeman, French, Freeman, subject to the following stipulation: 1. This approval expires in 6 months. Mr. Jacob seconded the motion and all voted aye. Application by Aquarius Sports Enterprises for sketch plan review of a sports complex with emphasis on swimming, to be located in Corporate Circle Mr. Woolery arrived at this time. Ms. Kathy Layman said that because of the nature of the project, she would like to give a short presentation on it. She felt that an aquatic center like this was needed in the Burlington area and she felt it could be made lucrative through reductions in overhead costs and revenue enhancement through programming. This concept is a prototype, although its components